KR20220086528A - Foundation, pile, pier, material, equipment, drone, facility, method - Google Patents

Abstract

The present invention provides a) a magnetizer, a vibrator, a vibrator, a multifunction device, and a vibrating magnetizer; b) Substances, materials, mortars, ready-mixed concrete, concrete, magnetized materials, vibrating materials, vibrating materials, and composites; c) pipes, plates, single pipes, cut plates, expansion plates, rods, shafts, rods, blades, devices, equipment, backhoes, screws, silos, mixers, pipes, pourers, injectors, compactors, cranes, in which one of the above is used; fork crane; Foundations, piles, piers, materials, materials, equipment, drones, facilities, means, mixing foundations, current foundations, expanded foundations, screw foundations, grouting foundations, construction equipment, foundation construction equipment, construction materials, foundation construction materials about etc.

Description

Foundation, pile, pier, material, material, equipment, drone, facility, means {Foundation, pile, pier, material, equipment, drone, facility, method}

The present invention relates to foundations, piles, piers, materials, materials, equipment, drones, facilities, means, construction equipment, foundation construction equipment, and the like.

In the lower part of buildings, facilities, bridges, structures, etc., for supporting structures and securing support capacity; Hooting, Pile, Peer, and Caisson, which are one of these; etc are installed. For small structures or hard ground, shallow foundations are usually installed, and for large structures or soft ground, deep foundations are usually installed. Here, it is very important for the foundation to have the maximum bearing capacity for the stability of the structure. If the same effort has been made in the meantime to improve the bearing capacity, many technologies, methods, and devices have been developed.

Looking at the above related technology development cases based on the Korean patent 1) Patent Publication 10-2018-0061606, a tubular short pile at the tip of the PH file, a tip extension and penetration improvement file including a sharp vertical iron plate with a tip shoe function, 2) Patent 10-0974613, a head extension type concrete pile manufactured to have an extended part extending outwardly at the tip, 3) Patent 10-1427338, the pile body, the inner tube inserted therein, the protrusion inserted therein, and the protrusion is the outer A pile with an extension that allows it to protrude into Method, 5) the extension plate or insert plate of Patent 10-1756823, the tip expansion mechanism of the PHC file using a divided plate divided into equal parts based on the center of the disc, 6) the excavation blade formed in the form of a thread according to the patent publication 10-2016-0095587, An excavator for a foundation pile including an excavation unit having an outwardly protruding rotary key, 7) Patent No. 10-1869705 shaft, a helical blade coupled to an outer circumferential surface thereof, and a tip at which the first and second expanded discs are reinforced Expansion-type helical pile, 8) Reinforcement member of head-extended pile consisting of reinforcing plate and reinforcing plate connected to the upper and lower reinforcing side walls of patent 10-0654964 9) Expansion of regular polygonal tip provided at the tip of pile with patent 10-1875075 Reinforcing plate, 10) Patent 10-1398910, there is a file of the tip extension type including the expansion member formed with a foreign material discharge hole.

Although the above-mentioned technologies also contribute to the improvement of the bearing capacity of the foundation, it would be very beneficial if a technology with a higher degree of improvement in bearing capacity is developed, but a technology equipped with a drone or a special device approached from a new perspective is developed. And in addition to bearing capacity, it will be very beneficial if it contributes to earthquake resistance, vibration resistance, seismic performance improvement, movement prevention, flow prevention, deformation prevention, settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase, etc. . There are existing foundations, piles, peers, materials, materials, equipment, drones, facilities, and means, and it would be very beneficial if their performance, functions, effects, etc. were improved.

In order to improve the above suggestions, problems, etc., in the present invention, easily bend, expand, wedge refraction, wedge expansion, horizontal refraction, slope expansion, tip expansion, Cross-sectional expansion, volume expansion, horizontal expansion, etc. increase the cross-sectional area and grounding area to improve the bearing capacity of the foundation, extend the tip, improve the tip bearing capacity, improve the frictional force around the surface, earthquake resistance, vibration resistance, improve seismic performance, prevent movement, prevent flow It has an inclined expansion structure that can greatly contribute to deformation prevention, settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase, etc. An object of the present invention is to invent a single pipe of an inclined expansion type having an outer wall, a reinforcing body provided with a connecting plate, and the like, a foundation equipped with a support, and the like.

In addition, it is a simple process of injecting and stirring solid fire into the ground using small equipment such as a backhoe or a shaft or rod mounted on equipment that moves the upper part of the drone. The purpose is to create a cross-sectional foundation, and to form a surface layer foundation by stirring and compacting the solidified material such as residual soil, sand soil, slime, etc. generated here. In addition, we want to improve the performance, functions, and effects of foundations, piles, peers, materials, materials, equipment, drones, facilities, and means.

In order to solve the above problems, the present invention provides a) a magnetizer, a vibrator, a vibrator, a pulser, a multifunction device, a vibrating magnetizer; b) any material, material, mortar, ready-mixed concrete, concrete, magnetized material, vibrating material, vibrating material, pulsed material, or composite; c) pipes, plates, single pipes, cut plates, expansion plates, rods, shafts, rods, blades, devices, equipment, backhoes, screws, silos, mixers, pipes, pourers, injectors, compactors, cranes, in which one of the above is used; fork crane; We intend to devise foundations, piles, piers, mixing foundations, string foundations, expanded foundations, screw foundations, grouting foundations, foundation composition equipment, and foundation materials. In addition, it is intended to devise a foundation, pile, pier, material, material, equipment, drone, facility, means, etc. in which the magnetizer or composite is used.

and 1) a) means of transport, backhoe, auger, excavator, boring machine, fork crane; double one boom; an arm connected to its boom; its cancerous tip; The cradle hitch of this fleet; a rotating means mounted on the tip or cradle hitch; axles, rods mounted on the back; b) a solid fire supply hose connected to the shaft, rod, etc.; c) a pump, a blender, a hopper, a storage, and a silo sequentially connected to the hose while being mounted on moving or stationary equipment other than the moving means; d) or a vibrator, a magnetizer, a vibrator, a vibrator, a vibrator, a magnetizer, a magnetized vibrator, and a vibrator; e) a variable blade that is one of the blades, a variable blade with projections, and a variable blade with a bar at the tip; Foundation composition equipment equipped with such; 2) one or more basic composition materials of binder, water, resin, loess, ion water, carbonated water, carbon yarn, fiber, graphene, reinforcing material, admixture, by-product, and microorganism, which are one of the solidifying materials; 3) injection, input, spraying, mixing, mixing, infiltration, pouring, stirring, compaction, injection, grouting of the material, solidifying material, etc. by the equipment, shaft, rod, etc.; 4) slime discharged from the injection or grouting; 5) soil, earth and sand, residual soil, ground, slime that is stirred with the above materials, solidification materials, and the like; 6) Foundation, pile, pier, solidified body, solidified body, improved body, reinforcing body, column body, injection body, spray body, mixing body, compact body, which are the foundations created by using the above equipment, materials, solidifying material, slime, etc. , injection body, grouting body, mix foundation, mixing foundation, variable foundation, cone-type foundation, cone foundation, top foundation, reinforcement foundation, ground foundation, composite foundation, earthquake-resistant foundation, self-healing foundation, cross-section foundation, solid foundation foundation, solid foundation foundation , Composite foundation of solidified body and ground, Composite foundation of solidified body and pile, Composite foundation of solidified body and pile with expansion plate, Composite foundation of solidified body and reinforcement, Composite foundation of solidified body and screw, Composite foundation of solidified body and reinforcement and ground; 7) the foundation into which the reinforcement is inserted; 8) materials and equipment of the foundation; 9) facilities, buildings, structures of the use of said foundation; 10) the moving means or structure provided with the magnetizer or fork crane; etc. are presented

and a) construction, construction, installation, driving, purchase, penetration, key-in of the foundation; b) Loading on the foundation, upper construction, building construction, load action, building load action, etc. Refraction, bending, bending, expansion, cutting, splaying, bending, lateral expansion, bending expansion, bending expansion, wedge expansion, slope expansion, tip expansion , cross-section expansion, volume expansion, horizontal expansion, etc. to increase area, volume, cross-sectional area, tip area, etc. , to prevent settling, prevent sliding, increase resistance, increase load resistance, increase foundation friction, increase tip resistance, etc.; Line, dotted line, dashed line, slotted line, broken line, incision line, cut line, section line, piece, foot, cone, engraving, side piece, wall piece, piece, inner tube, middle tube, exterior, cut piece, slot cut, etc. Single pipe, discontinuous plate, spiked pipe, spiked plate, bundled pipe, protruding pipe, nailed pipe, anchored pipe, tapered plate having tapered pipe, etc. of inclined expansion type in which one piece is formed, composed, provided, etc. Pipe, a plate with a tapered pipe, a tapered pipe with a tapered plate, a tapered plate with a tapered pipe, a pipe or a tapered pipe with a connecting jack, a tapered pipe with a connecting plate, a taper plate with a bolt hole, a pipe or a tapered pipe with a taper plate with a bolt hole, etc. Pile, pier, foundation, footing, caisson, geothermal foundation, screw foundation, well trough foundation, grouting foundation, micropile, etc. want to invent

The present invention a) in forming the foundation, the use of small equipment such as a backhoe or a drone; The shaft or rod can be easily attached and detached to the backhoe by the backhoe operator; providing protrusion-forming variable blades mounted on the shaft or rod; Improving the stirring efficiency by adding vertical stirring by the protrusion; Easy agitation of the solidification material and the ground by the blades; b) forming a variable or variable cross-section foundation by the variable blade; c) Recycling of residual soil, sand and slime generated during foundation construction; d) Vibrators, magnetizers, etc. are mounted on the blades, shafts, and rods to improve agitation, spraying, strength, fluidity, etc. of the solidified material; e) compositions such as a solid foundation by consolidation of the solidifying agent, a composite foundation of it and the surrounding ground, a composite foundation of a solidified body and a reinforcing material inserted therein, a composite foundation consisting of a solidified body, a reinforcing material, and the ground; f) providing foundations, facilities, buildings and structures reinforced in earthquake resistance by the foundation; and so on.

By providing the magnetizer or fork crane, etc., the bearing capacity of the foundation is improved, the tip extension, the tip bearing capacity are improved, the frictional force is improved, the seismic performance is improved, the movement prevention, the flow prevention, the deformation prevention, the settlement prevention, the sliding prevention, the resistance increase, the load resistance It provides effects such as increase, increase of foundation friction, and increase of tip resistance. And it provides the effect of obtaining the foundation, pile, pier, material, material, equipment, drone, facility, means, etc. using the magnetizer or the composite, the magnetizer or the fork crane.

1 is a schematic diagram of the basic composition equipment according to the present invention;
Figure 2 is a schematic diagram of the basic composition equipment according to the present invention
3 is a schematic view of a wing, a rod according to the present invention;
4 is a schematic view of a wing, a rod according to the present invention;
5 is a schematic diagram of a rod according to the present invention;
6 is a schematic view of a wing according to the present invention;
7 is a schematic view of a wing according to the present invention;
8 is a plan view of a wing, a rod according to the present invention;
9 is a schematic view of a wing according to the present invention and a side cross-section base thereof
10 is a schematic view of a reinforcing material according to the present invention;
11 is a schematic diagram showing the solidified body base composition, reinforcement material insertion, and surface layer base composition according to the present invention
12 is a schematic diagram showing the base composition of the side section, the insertion of reinforcement, and the composition of the surface layer foundation according to the present invention;
13 is a plan view showing the side foundation, reinforcement, and surface layer foundation according to the present invention;
14 is a schematic diagram of the foundation and facilities according to the present invention;
15 is a schematic diagram of the foundation and facilities according to the present invention;
16 is a schematic diagram of the foundation, facility, and N value according to the present invention;
17 is a schematic view of a vibrator, a magnetizer, a vibrator, a magnetizer, a magnetizer, a magnetizer, a magnetizer, and a vibrator according to the present invention;
18 is a schematic diagram of a vibrator, a magnetizer, a vibrator, a magnetizer, a magnetizer, a magnetizer, a magnetizer, and a vibrator according to the present invention;
19 is a schematic diagram of a multi-axis rotating means according to the present invention;
20 is a schematic diagram of a coupling of a wing and a rod according to the present invention
21 is a schematic diagram of an earthquake-resistant reinforcement according to the present invention;
22 is a schematic view showing the base on which the section tube of the projection-forming triple tube according to the present invention is mounted.
23 is a schematic view showing the base on which the extended section tube of the projection-forming triple tube according to the present invention is mounted.
24 is a schematic view showing the foundation on which the grid-equipped incision tube according to the present invention is mounted.
25 is a schematic view showing the expansion of the expanded section tube of the triple tube with projections according to the present invention.
26 is a schematic view showing the incision and the expansion of the protrusion forming section tube of the present invention.
Figure 27 is a schematic view showing the expansion of the incision and protrusion-forming triple section tube of the present invention.
28 is a schematic view showing the wedge expansion of the incision and protrusion forming section of the present invention.
29 is a schematic view showing the cone expansion of the incision and protrusion forming section of the present invention.
30 is a schematic view showing the expansion of the triple section tube according to the present invention.
Figure 31 is a schematic view showing the expansion of the pin and plate-shaped triple section tube according to the present invention.
32 is a schematic view showing a tapered plate, a tapered tube, and an extension thereof according to the present invention.
33 is a schematic view showing a tube or a plate with fins according to the present invention.
34 is a schematic diagram showing a process of manufacturing a foundation in a factory according to the present invention.
35 is a schematic diagram showing a step of constructing a foundation on site according to the present invention.
Figure 36 is a schematic view showing the overhead load, the foundation, the section tube mounted on the tip thereof, refraction and expansion thereof according to the present invention.
37 is a schematic diagram showing a vibrator and a vibration complex device according to the present invention;
38 is a schematic diagram showing a geothermal pile, an energy pile, and a strand pile according to the present invention.
Figure 39 is a schematic view showing the shallow foundation, its reinforcing bar, the section tube mounted on the tip, etc., its refraction, expansion, etc. according to the present invention.
Figure 40 is a schematic view showing the shallow foundation, its reinforcing bar, the section tube mounted on the tip, etc., its refraction, expansion, etc. according to the present invention.
41 is a schematic diagram showing a pin foundation, a projection foundation, and a block foundation according to the present invention;
42 is a schematic view showing a pin base, a protrusion base, and a block base equipped with a tapered plate, a tapered pipe, etc. according to the present invention.
43, 44 and 45 are schematic diagrams showing a pulse machine, a sterilizer, a multifunction machine, an ozone machine, a compressed air generator, and the like according to the present invention.

The name of the present invention is foundation, pile, peer, material, material, equipment, drone, facility, means, which indicates one of foundation, pile, peer, material, material, equipment, drone, facility, means. The present invention relates to earthquake resistance, general, earthquake reinforcement foundation, pile, screw and its equipment, materials, facilities, houses, buildings, and structures, which are earthquake-resistant, general, non-seismic, non-seismic, earthquake reinforcement, earthquake preparation, earthquake resistance Not one of the general types of foundations, piles, piers, modified foundations, reinforced foundations, composite foundations, grouting foundations, screw foundations, expanded plate foundations; One of the earthquake-resistant to earthquake-preparation, the foundation to the expanded plate foundation; The foundation or expanded plate foundation applied to the earthquake resistance or earthquake preparation; Materials, equipment, facilities, houses, buildings, structures, such as the foundation or expanded plate foundation; Facilities, houses, buildings, structures in which the foundation or the expanded plate foundation is used or supported; etc. Examples of these include earthquake-resistant foundation, general foundation, non-seismic foundation, earthquake-reinforced foundation, earthquake-resistant pile, general pile, non-seismic pile, ground reinforcement pile, foundation material, foundation equipment, foundation using facility, house supported by foundation, support of foundation This includes buildings and structures to which the foundation is applied.

In the above, earthquake resistance, earthquake reinforcement, etc. correspond to earthquake resistance, 耐震, earthquake reinforcement, earthquake preparation, dynamic reinforcement, dynamic reinforcement, seismic reinforcement, earthquake reinforcement, etc. , earthquake preparedness, etc., so this term was cited. And the general applies to general, static, static, no earthquake, non-seismic, non-seismic, etc., which in the present invention is also applied to the general or non-seismic conditions, etc. That's why it's a quoted term. The screw includes a screw, a screw, a spiral base, a screw base, a helical base, a spiral base, and the like. The pile corresponds to one of a pile, a foundation, a pile, a foundation pile, an underground pile, an underground foundation, a columnar pile, a solid pile, a side section pile, and a foundation.

Contents, sentences, paragraphs, paragraphs, words, terms, contents, etc. described in or in the claims of the present invention, each claim, abstract, drawings, contents of the invention, effects of the invention, specific contents for carrying out the invention, etc. are interchangeable; It is possible to exchange, read, describe, insert, quote, apply, use, change, convert, delete, remove, etc. As an example, part of the specific content of the invention is described in claim 1, part of the specific content for carrying out the invention is described in claim 1, part of the effect of the invention is described in claim 1, and the specific content for carrying out the invention Inserting a part of claim 1 into claim 1, deleting some contents of claim 1, and inserting some contents of specific contents for implementing the invention, etc.

1) In the present invention, the foundation is a) a foundation, a pile, a pile, a pier, a solidified body, a solidified body, an improved body, a reinforcement body, a column body, an injection body, a spray body, a mixing body, a compact body, an injection body, a grouting body, reinforcement Foundation, screw foundation, expanded plate foundation, pile, pier, foundation, solid foundation, solid foundation, mix foundation, mixing foundation, seismic foundation, underground foundation, surface foundation, side foundation, ground foundation, facility foundation, facility support foundation, surface layer foundation, cylindrical part foundation, cone part foundation, tail part foundation, composite foundation of solidified body and surrounding non-solidified ground, composite foundation of solidified body and reinforcement, composite foundation of solidified body and reinforcement and ground; b) the following basic to complex basis; c) a composite foundation composed of one of the following basic to composite foundation and one or more of the following basic to composite foundation; etc. are applicable. 2) And the basic composition material is a) a material for the composition, formation, composition, inclusion, etc. of the foundation, b) the material for the composition, formation, composition, etc. of the foundation, c) material to be included, contained, incorporated, incorporated, etc. in the foundation , d) injection, input, spraying, mixing, mixing, infiltration, pouring, stirring, compaction, injection, grouting, said injection or grouting into the ground for the foundation composition; The ground and materials used for injection or grouting, etc. are applicable, where the materials are materials, substances, materials, raw materials, residual soil, sand, slime, binders, solidifying materials, reinforcing materials, compounding materials, liquid materials, slurry materials, chemical liquids, Suspension, mortar, ready-mixed concrete, concrete, paste, cement paste, etc. are included.

3) And foundation construction equipment includes a) equipment for foundation composition, formation, installation, construction, etc., b) equipment for building, forming, installing, and constructing a foundation, c) equipment for foundation construction, d) using the above materials Equipment that constructs, forms, installs, and constructs a foundation by using it, and the like, where the equipment is an underground foundation construction equipment 10, a surface foundation construction equipment 12, a reinforcement inserting equipment 11, a backhoe (10, 12), excavator, boring machine, indenter, intruder, driving machine, fork crane, moving means (10, 11, 12), one of the booms (13), the arm connected to its boom (14), its arm tip ( 15), the cradle hitch 15 of this tip, the rotation means or bucket 16 mounted on the tip or the cradle hitch, the shaft or rod 20 provided on the backhoe or the rotation means, etc., mounted on the shaft of the wing ( 21), a bar mounted on its wing, a protrusion, a protrusion 23, and the like. 4) And the basic use facility includes a basic use facility, a facility 40 using the foundation, a facility supported by the foundation, a facility supported by the foundation, a facility above the foundation, and the like, where the facility 40 is a facility, a building , houses, retaining walls, roads, bridges, piers, abutments, structures, and facilities.

The foundation, materials, equipment, facilities, and basic composition materials of the present invention include: a) a blade 21, a variable blade, a blade equipped with a bar, a blade equipped with a projection, a variable blade equipped with a bar at the tip; A shaft 20 provided with one of the blades, a rod, and a screw 20; a rotating means (16) for rotating the shaft or the screw (20); a backhoe, auger, excavator, boring machine, indenter, intruder, driving machine, fork crane, and moving means provided with the blades or rotating means; Equipment (10, 11, 12) consisting of, b) the binder 30 and soil 31, residual soil 31, sand soil 31, ground 31, slime 32, reinforcement material input by the equipment thereof (33) Foundations (1, 2, 3, 4, 5, 28), solid foundations, cross-section foundations, c) its foundations (1, 2, 3, 4, 5, 28) and Composite foundation composed of surrounding non-solidified ground or raw ground 31, d) Middle-rise facilities 40 supported by the foundation, buildings with 8 stories or less, e) The foundation 1, 2, 3, 4, 5 , 28) a reinforced foundation with a reinforcing material 33 inserted into it, f) a composite foundation consisting of the foundation (1, 2, 3, 4, 5, 28), a reinforcing material (33), and the ground (31), g) the foundation (2, 3, 4, 5, 28) The surface layer foundation ( 1), h) Composite foundation consisting of one (2, 3, 4, 5, 28) of the above foundation, cross-section foundation, reinforced foundation, and composite foundation and the surface foundation (1) above it, i) the reinforcement foundation , a high-rise facility (40) supported by a composite foundation, a building with 8 or more floors, j) and a hydration reagent, a hydration binder, silica agent, catalyst, sol-gel agent, trapping agent, carbonation agent, by-product agent, water expander, Base composition material (30) containing a binder containing an individual propagating agent, etc., k) a solidified body of the ground cross-section formed by stirring the ground and a binder containing by-products by the blades, variable blades, etc., ℓ) its solidified body (5, 28) The surface layer compacted solidified body (1), m) formed by stirring residual soil, sand, slime (31, 32) and binder (30) generated during the composition by a backhoe bucket, etc. (12) The side surface solidified body (5) and a ground improvement foundation such as a composite in which two of the compacted solidified body (1) are combined, n) a composite foundation composed of the solidified body (5) and the non-solidified surrounding raw ground (31), o) reinforcing material on the solidified body (1, 5) (33) is inserted reinforcing foundation, p) the solidified body (1, 5), beam Composite foundation composed of two or more of the steel material 33 and the ground 31, q) the average or converted specific gravity, weight, density, strength, rigidity, water content, bearing force, adhesive force, friction angle, elasticity of two or more of the foundation, reinforcement, and ground The foundation, the composite foundation, r) the equipment (10, 11, 12) for forming the foundation (1, 5), s) the material (30) for forming the foundation, which has at least one of a coefficient, a Poisson's ratio, and an internal friction angle , materials contained or included in the foundation, t) the facility 40 in which the foundation is used, u) the facility supported by the foundation, v) the facility supported by the foundation, and the like. In the present invention, units or physical quantities such as specific gravity, weight, density, strength, stiffness, water content, bearing capacity, adhesive force, friction angle, elastic modulus, Poisson's ratio, internal friction angle, etc., specific gravity is dimensionless; Weight is kg, kgf, etc.; Density is t/m ³ , kg/cm ³ , etc.; The stiffness is EI = modulus of elasticity of the foundation x second moment of section, etc.; The water content ratio is %; Friction angle or internal friction angle is degree, °, degree, etc.; Poisson's ratio is dimensionless; In addition, strength, bearing capacity, adhesive force, and modulus of elasticity are t/m ² , kg/cm ² , kN/cm ² , and the like.

In the present invention, variable blades 21; its mounting axis, rod 20; The binder 30 is injected, input, sprayed, mixed, mixed, infiltrated, poured, stirred, compacted, injected, grouting, etc., into the underground 31 by means of the foundation (5), the cylindrical part foundation (2), The cone part foundation (3), the tail part foundation (4), or the foundation in which the reinforcing material 33 is inserted therein is marked with the side foundation 95), etc., and binder, soil, soil, residual soil, sand soil, The slime, reinforcing material, etc. (30, 31, 32, 33) was mixed, laid, compacted, set, etc.

According to claim 1 of the present invention, in forming a foundation for supporting a certain facility or structure, a) a drone is used, b) or b1) a drone; transporting the material used for the composition, moving the material used for the composition, moving the upper part of the forming equipment, moving the upper part of the facility, moving the upper part of the structure, b2) a drone transports the material; Storage, storage in storage, silo storage, dosing, put into hopper, put into mixer, mix, pressurize, pump, transfer, transport, pour, pour, pour into mold, pour into boring hole, pour underground, pour, mold put into, put into the ground, b3) drone boring, boring underground, b4) drone put the foundation; Driving, driving in the ground, burying, burying in the ground, burying in the boring hole, penetrating, penetrating into the ground, penetrating the boring hole, b5) the drone feeds the material; injection, injection into the ground, grouting, grouting in the ground, mixing, mixing in the ground, mixing with soil and sand, compaction, compaction in the ground, vibration, curing, curing in the factory, curing in the field, b6) the drone moves on the top; Mixing the material with a mixer, pressurizing the material with a feeder, pumping the material with a pump, conveying the material with a pipe, conveying the material by vehicle, pouring the material with a pourer, pouring the material with a pump car, injector injecting the material into a furnace, compacting the material with a compactor, vibrating the material with a vibrator, curing the material with a curing machine, b7) the drone moves upward; It is characterized in that one selected from driving the foundation with a driving machine, buying the foundation with a crane, and penetrating the foundation with a penetration machine.

The facility is one or more selected from among foundations, facilities, buildings, structures, facilities, pylons, bridges, piers, abutments, hootings, houses, water curtains, retaining walls, housing facilities, building facilities, factory facilities, and industrial facilities. The equipment, drone, etc. can be equipped with the magnetizer or fork crane, and the equipment, drone, etc. are construction, installation, construction, construction, supervision, supervision, sterilization, disinfection, purification, cleanliness, cleaning, washing, washing, It can be used for washing, or the like.

The device is one of devices 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21. The equipment 1 is a) storage, silo, input machine, hopper, mixer, pressurizer, pump, transfer pipe, transport vehicle, pourer, pump car, injector, input machine, boring machine, crane, driving machine, intruder, injector, grouter, mixer, compactor, vibrator, curing machine; b) or one of the magnetization or the complex, or one of the storages or the curing period in which one is used, or one is installed; c) a multifunction device in which two or more of the storage and curing period are combined or sequentially combined; one of them The equipment 2 is a) a storage for storing materials, a silo for storing materials, a feeder for putting materials into the mixer, a hopper for putting materials into the mixer, a mixer for mixing materials, a pressurizing machine for pressing materials, pumping the materials pump, conveying pipe for transferring material, transportation vehicle for conveying material, pouring machine for pouring material, pouring machine for pouring material into the mold, pouring machine for pouring material into the mold of pile, pump car for pouring material, material An injector for injecting a material, an injector for injecting materials, a boring machine for boring the ground, a crane for raising and lowering the foundation, a driving machine for driving the foundation to the ground, a penetrator for penetrating the foundation into the ground, an injector for injecting materials into the ground, material a grouter for grouting the ground, a mixer for mixing the material to the ground, a compactor for compacting the material, a vibrator for vibrating the material, a curing machine for curing the material; b) or one of the magnetization or the complex, or one of the storages or the curing period in which one is used, or one is installed; c) a multifunction device in which two or more of the storage and curing period are combined or sequentially combined; one of them

The equipment 3 stores one or more materials among soil, hardener, hardener, binder, mortar, foundation, cement, ready-mixed concrete, concrete, and base material, stored in a storage, stored in a silo, put in, put into a hopper, put into a mixer, Mixing, mixing with mixer, pressurizing, pressurizing with adder, pumping, pumping, conveying, conveying by pipe, transporting, transporting by vehicle, pouring, pouring by pourer, pouring by pump, pouring, pouring with injector, pouring into mold, Injection into the boring hole, injection into the ground, injection, injection into the mold, injection into the ground, boring, boring in the ground, driving, driving by driving, driving in the ground, embedding, embedding in the ground, embedding in the boring hole, buying by crane, Penetration, Penetration into the Underground, Penetration into the Boring Hole, Penetration with a Penetrator, Injection, Injection into the Underground, Grouting, Grouting in the Underground, Mixing, Mixing in the Underground, Sand and Mixing, Compaction, Compaction by Compactor, Compaction in the Underground, Vibration, Vibrator Equipment that performs one or more of curing with a furnace vibration, curing, and curing, or sequentially performing one or more, is one of the storage and multifunction devices. The equipment 4 is one of the storage or the multi-function machine that sequentially performs one or more of the storage and curing of one or more of the material, soil, or base material. The equipment 5 comprises a) a wing 21; b) or a rod 20 provided with the wing or for rotating 27 the wing 21 . One of the above magnetization or composite is used for the wing or rod. The blades agitate the material or stir in the ground.

The equipment 6 is a rotating means on which the rod 20 is mounted or for rotating the rod. One of the above magnetization or composite is used for one of the equipment 6 and the rotating means. The equipment 7 includes at least one of the rod and the rotating means, or lowering, raising, moving, penetrating, and drawing at least one of them; or the descent or pull-out from the ground; One of the moving means (10). One of the magnetization or the composite is used for the moving means. The moving means includes one of a backhoe, a dozer, a truck, a crane, a fork crane, a boring machine, an excavator, a driving machine, a drilling machine, and a moving means. The equipment 8 includes a boom 13 of the moving means; an arm (14) connected to its boom; its arm distal end (15); Cradle hitch (15) of this tip; At least one of the buckets 16 mounted on the tip or cradle hitch. One or more of the equipment 8, boom or bucket, utilizes one of the magnetizations or composites. The equipment 9 is one or more of a hose 64 , a pump 63 , a blender 62 , and a silo 60 sequentially connected to one of the vanes and rods. At least one of the equipment 9, hoses or silos, utilizes one of the above magnetized or composites. The equipment 10 is at least one of a hose, a pump, a compounder, a silo, a storage and a curing machine that supplies, pumps, blends, and stores or cures the binder 30 . At least one of the equipment 10, hoses to silos, utilizes one of the magnetizations to composites. The equipment 11 is the blade 21 or the rod 20 for spraying the binder 30 . One or more of the above magnetization or composite is used for at least one of the equipment 11, the blade, and the rod. The equipment 12 sprays the binder 30 and is at least one of a hole 25, a hole 25, a nozzle 25, and a bit 24 formed in one of the blades and rods. At least one of the equipment 12, holes or bits uses one of the magnetizations or composites. The device 13 sprays the binder 30 and is one of the hole 25 , the hole 25 , and the nozzle 25 formed in the bit 24 . At least one of the equipment 13, the hole or the nozzle uses one of the magnetization or the composite. The equipment 14 is at least one of the blades, holes or bits that form the edge-face foundation 5 belonging to the foundation. At least one of the equipment 14, the blade, the hole or the bit uses one of the magnetizations or the composite.

The equipment 15 is a bucket 16 mounted on the backhoe 12, or a bucket 16 mounted on the backhoe 12 from which at least one of the rod and the rotating means is detached. One or more of the above magnetization or composite is used for at least one of the equipment 15 and the bucket. The equipment 16 is a wing mounted inside the bucket 16 . One or more of the above-mentioned magnetization or composite is used in at least one of the equipment 16 and the blade. The equipment 17 is a moving means 12 for forming the surface foundation 1 belonging to the foundation. One of the magnetization or the composite is used for one of the equipment 17 and the moving means. The device 18 is a bucket 16 mounted on the arm tip 15 of the moving means corresponding to the device 13, or a wing mounted inside the bucket. One or more of the above magnetizations or composites is used for at least one of the equipment 18, the bucket, and the wing. The equipment 19 is one of a boring machine, an excavator, and a drilling machine that forms a boring hole or an excavation hole in the ground to put the foundation into one of the ground, a boring hole, and an excavation hole. The equipment 20 is one of a driving machine, an insertion machine, and an input machine that drives, inserts, and puts the foundation into the ground. The equipment 21 is a moving means 11 for inserting the reinforcement 33 into the foundation. One of the equipment 19, 20, 21, a boring machine, an excavator, a drilling machine, a driving machine, an inserter, an input machine, and a moving means uses the lowering of the magnetization or the composite. The above equipment may be equipment, apparatus, apparatus, means, compounding machine, pouring machine, injector, sprayer, driving machine, perforator, boring machine, construction equipment, various equipment, pile driving equipment, foundation construction equipment, the storage or curing machine, etc. can The above equipment includes cones, meshes, rods, frames, rings, rods, plates, membranes, pins, needles, chips, brushes, tubes, tubes, barrels, boxes, packs, bottles, containers, flags, devices, mechanism, machine, device, equipment, facility, fixtures, sensor, element, pendulum, electrode, metal, sheet, paper, thin film, coin, coin, needle, spiral, protuberance, tube, band, hose, nozzle, tool, pump, drone, machine, vehicle, formwork, hopper, tank, pipeline, box, body, drones, block, protrusion, rotor, rotator, tape, pipe, hollow body, hollow tube, hollow, case, pour machine, injector, injector , a system, a plotter, a compressor, a 3D printer, one selected from the venturi tube, or two or more sequentially may be included.

In the present invention, a drone is a drone that carries out one or more of a) material transport, material movement, upper movement of equipment, and upper movement of a facility, or b) storing materials, storing in a warehouse, storing in a silo, putting it in, and putting it into a hopper , input to mixer, mixing, mixing by mixer, pressurization, pressurization with adder, pumping, pumping, pumping, transport, pipe transport, transport, transport by vehicle, pouring, pouring by pouring machine, pouring by pump car, injection, injecting by injector , injection into the mold, injection into the boring hole, injection into the ground, injection, injection into the mold, injection into the underground, boring, boring in the ground, driving, driving with a driving machine, driving in the ground, embedding, embedding in the ground, embedding in the boring hole , burying, penetrating, penetrating underground, penetrating boring holes, penetrating with penetrator, injection, injecting into the ground, grouting, grouting, mixing, mixing in the ground, mixing with soil and sand, compacting, compacting with a compactor, underground It is a drone that performs one or more of compaction, vibration, vibration with vibrator, curing, curing with curing, curing in a factory, and curing in the field.

The basis of the present invention is, according to Example 1, equipment that satisfies condition 1, equipment that satisfies condition 22 while satisfying condition 1, equipment that satisfies condition 23 while satisfying condition 1, conditions 22 and 23 while satisfying condition 1 It is a foundation formed by using one or more of equipment satisfying the above equipment, materials passing through the equipment, or a binder, or a foundation satisfying condition 23. For a description of the above conditions, refer to Example 1.

The composition or the basic composition may include compositions 1 and 2, and the like. The composition 1 is stored by the equipment, stored in a silo, input, added through a hopper, added to a mixer through a hopper, mixed, mixed with a mixer, pressurized, pressurized with a pressurizer, pumped, pumped with a pump, transferred, piped transport, transport, transport by vehicle, pour, pour in mold, pour in rebar, pour in rebar in mould, pour in the ground, pour in underground boring hole, pour in rebar cage underground, pour in rebar in underground boring hole, pour Casting with a gyro, pump car, injection, injection into the mold, injection into the ground, injection, put into the mold, put into the ground, put into the boring hole, put into the underground boring hole, insert, insert, insert into the ground, embedding, embedding in the ground, Buried in the ground by crane, driving, driving in the ground by driving machine, injection, injection into boring hole, grouting, grouting in the ground, mixing in the ground, mixing in soil, compaction, compaction with vibrator, curing, curing with curing, factory One or more of curing in the field, curing in the field, or two or more are formed sequentially. The composition 2 is a composition in which one or more of materials, soil, hardener, hardener, binder, mortar, cement, ready-mixed concrete, concrete, and base material becomes one or more of the storage or curing, or two or more are sequentially formed by the equipment will become said material. The base material, etc. is the above-mentioned water to asphalt concrete (86'); The water to be one of the magnetization to the composite asphalt concrete; The water to asphalt concrete treated with one of the magnetizers to the complex; The water to asphalt concrete containing one of the magnetized to the composite; etc. may apply. The equipment may correspond to equipment, apparatus, apparatus, means, and the storage or curing machine.

The basis is the basis 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67.

The foundation 1 is a foundation, a pile, a pile, a pier, a footing, a caisson, a pin foundation, a beam foundation, a stem foundation, a wall foundation, a stand foundation, a shallow foundation, a deep foundation, direct Foundation, hooting foundation, front foundation, static foundation, dynamic foundation, vibration foundation, earthquake-resistant foundation, independent foundation, single foundation, continuous foundation, military foundation, ground foundation, underground foundation, underground foundation, rock foundation, machine foundation, building foundation, House foundation, bridge foundation, pier foundation, retaining wall foundation, facility foundation, suction foundation, protrusion foundation, bolt foundation, anchor foundation, nail foundation, block foundation, well foundation, structure foundation, deck rod foundation, strand foundation, pin pile, Seal pile, protrusion pile, bolt pile, anchor pile, nail file, embedded pile, driving pile, suspending pile, steel pipe pile, PHC pile, geothermal pile, energy pile, strand pile, pile foundation, pier foundation, caisson foundation, solidified foundation , solid foundation, improved foundation, reinforcement foundation, column foundation, injection foundation, spray foundation, mixing foundation, compaction foundation, injection foundation, grouting foundation, reinforcement foundation, expanded foundation, expanded plate foundation, side cross-section foundation, screw foundation, mixed foundation , seismic foundation, surface foundation, underground foundation, ground foundation, facility foundation, facility support foundation, cement foundation, concrete foundation, plastic foundation, reinforced concrete foundation, PC foundation, PC pile, PHC pile, geothermal foundation, energy foundation, steel pipe foundation , steel foundation, metal foundation, non-metal foundation, screw foundation, injection foundation, rebar injection foundation, factory manufacturing foundation, cast-in-place foundation, underground injection foundation, underground spray foundation, underground mixing foundation, underground compaction foundation, underground buried foundation, pin formation Pile, pin forming foundation, bar penetration foundation, bar penetration concrete foundation, pile or reinforcement embedded foundation, underground penetration foundation, underground driving foundation, micro pile, grouting pile, grouting foundation, side cross-section foundation, tapered foundation, punctuated foundation, incremental foundation , upper enlarged lower reduced base, earth drill base, all casing base, etc.

The foundation is a foundation; the foundation of the ground or facility; The foundation to the all-casing foundation; Composite foundation of two or more of the above foundation to all-casing foundation; one of them The file is one of a factory-made pile, a PC foundation, a PC pile, a PHC pile, a cement pile, and a concrete pile. The pier is a foundation with a larger diameter or cross-section than the pile. The caisson is a foundation with a larger diameter or cross-section than a pile or pier. The stem grass is one of stem grass, line-shaped basis, line-type basis. The wall foundation is one of a wall foundation, an underground wall foundation, an underground wall foundation, a slurry wall foundation, a wall line foundation, and a wall line type foundation. One of the dynamic foundation, vibration foundation, and earthquake resistance foundation is a) dynamic, vibration, earthquake resistance, earthquake; foundation used for one of the two loads; b) a foundation inserted into the ground or the like while performing or applying one of dynamic, vibration, and driving during construction; one of them The suction foundation is a suction foundation, one of the foundations for inserting the foundation into the ground and further inserting the foundation into the ground by applying a vacuum or suction pressure to the hole in the upper part of the foundation. The screw foundation is a foundation in which one of a spiral, a screw, and a helical is formed on the outer surface of one of a rod, a rod, a column, and a shaft, or one of a spiral, a screw, and a helical is formed on the outer periphery. The shallow foundation is one of a shallow foundation, a hooting, a stem foundation, a direct foundation, a hooting foundation, a front foundation, an independent foundation, and a sole foundation. The deep foundation is one of a deep foundation, a pile, a pile, a pier, a hooting, a caisson, a pile foundation, a pile foundation, a pier foundation, and a caisson foundation.

The underground injection foundation is a material, sand, gravel, aggregate, crushed stone, lime, gypsum, resin, cement, slag, By-products, mortar, milk, chemical solution, suspension, ready-mixed concrete, paste, concrete, fiber, reinforcing material, reinforcing bar, rebar mesh, rebar cage; two or more materials; It is one of the foundation, injection foundation, injection foundation, and grouting foundation formed by one of injection, injection, and grouting. The underground spray foundation is a) a foundation formed by spraying, injecting, jetting, injection, or grouting one of the substances or materials to one of the underground or grouting parts, a spray foundation; b) Beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar in one of the above injection, injection, jetting, injection, grouting part, part, section, depth, and boring hole , rebar mesh, reinforcement, rebar cage, foundation, pile, foundation in which one of the piers is embedded; one of them The underground mixing foundation is one of a foundation, an underground mixing foundation, DCM (deep cement mixing), SCW (soil cement wall) formed by mixing one of the materials or materials to one of the underground or grouting parts. The ground compaction foundation is a foundation formed by compacting one of the substances or materials in one of the underground or grouting parts, SCP (sand compaction pile), GCP (gravel compaction pile), CCP (crushed stone compaction pile), VCCP (vibrated) crushed stone compaction pile). One of the underground buried foundation, the pin-formed pile, the pin-formed foundation, the rod-through foundation, the rod-through concrete foundation, the pile or reinforcement embedded foundation, the underground penetration foundation, and the underground driving foundation is a) embedded in one of the underground or grouting parts, the basis with one of penetration, insertion, and driving; b) a foundation in which one of beams, reinforcing bars, iron bars, steel pipes, piles, and reinforcing materials is embedded, penetrated, inserted, or driven into one of the underground or grouting parts; one of them

One of the micropile, grouting pile, grouting foundation, reinforcing material embedded grouting foundation, fin forming reinforcement material embedded grouting foundation, grouting ball embedded foundation, grouting part embedded foundation, underground injection part embedded foundation, grouting and then embedded foundation is a) grouting, underground grouting, building grouting, cracking grouting; before, during and after one of the grouting; or a grouting ball, a grouting part, a grouting material, an underground injection part, a grouting injection hole, a grouting injection part; Foundations, piles, piers, caisson, which are purchased in one of the following; b) the base of the grouting hole or the grouting injection part, the base of the grouting hole or the grouting injection part; c) a beam, bar, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, injection material, grouting material, reinforcing bar cage, object, foundation, Pile, Peer, Small Diameter Pile, Micro Pile; the beam or reinforcing bar cage; a foundation into which one of them is injected or embedded; d) a foundation with a combination of grouting and foundation, or two or more of the beams or reinforcing bar cages; a foundation in which two or more of the grouting material or the grouting part and the foundation or the beam or the reinforcing bar cage are combined; e) a grouting hole or a base in which one of the beams or the reinforcing bar cage is injected or embedded in the base or the grouting part; f) or the foundation, its perimeter, outer perimeter, outer surface, outer, inner, boring, buried, drilled, or grouted or grouting foundation in one of the surrounding ground; one of them

One of the cement foundation, concrete foundation, plastic foundation, reinforced concrete foundation, PC foundation, PC pile, and PHC pile is a foundation composed of one or more of cement, concrete, plastic, reinforced concrete, pre cast concrete, pretensioned spun high strength concrete to be. The PHC or PHC pile is one of high-strength concrete piles, pretensioned spun high strength concrete, and prestressed high-strength concrete pile. The base of one of the bolts, spirals, wedges, tapers, helicals, and screws may include a) a base of one of bolts, spirals, wedges, tapers, helicals, and screws; b) or b1) rods, poles, rods, posts, shafts; b2) all, part, part, tip, bottom, lower, middle, multi-point, one-point, one-section, multi-section, two sections, three sections, multiple sections, one end along the length of one or both of them to one point; a base equipped with wings, bolts, spirals, wedges, tapers, helicals, screws, etc. on the back; one of them The embedded foundation is a foundation embedded in one of the ground, rock, excavation, boring, grouting, and grouting. The suspension foundation is a) a foundation poured on-site, a foundation formed by pouring on the site, a foundation formed by pouring concrete, etc. on the site, a pile; b) the site, the ground, the rock, the excavation part, the boring hole, the grouting part, the foundation formed by putting beams, reinforcing bars, steel pipes, reinforcing bars, reinforcing materials, concrete, etc. into one of the grouting holes; one of them The hooting or hooting foundation is one of hooting, hooting foundation, stem foundation, shallow foundation, direct foundation, front foundation, independent foundation, and single foundation. The foundation is ground, underground, underground, a boring hole, a boring hole, an excavation part, one of the embedding in one of the drilling part, reinforcing, press-fitting, input is the foundation. The driving foundation is one of driving, hammering, hammer driving, drop driving, etc. in the ground or perforation.

One of the suspension foundation, suspending pile, and cast-in-place pile is a pile formed by pouring or inputting ready-mixed concrete or concrete at the site, a pile formed by pouring or putting ready-mixed concrete or concrete into one of the ground or perforation at the site, the above-mentioned at the site It is one of the piles formed by putting one of beams, reinforcing bars, steel pipes, steel frames, reinforcing bar networks, and rebar cages into one of the ground or perforations and pouring ready-mixed concrete or concrete. One of the micro-base, micro-pile, and small-diameter pile is a) a file or micro-pile is inserted into one of the ground or perforated and grouted, b) one of the ground or perforated is grouted and then placed inside the Beam, reinforcing bar, steel pipe, steel bar, steel frame, rebar mesh, reinforcing bar cage, pile, or micropile is one of the inserted piles. One of the geothermal pile, energy pile, strand pile, geothermal foundation, and energy foundation is a) geothermal, energy, one of geothermal energy foundation, pile, pier, caisson, grouting hole, grouting foundation; b) a foundation, pile, pier, caisson, boring hole, grouting hole, grouting foundation, in which at least one of a geothermal pipe and filler is inserted or mounted in one of its body, sphere, and hollow inside; c) a foundation, pile, pier, caisson, boring hole, grouting hole, grouting foundation in which at least one of a U-shaped geothermal pipe, filler material is inserted or mounted in its body, sphere, or hollow part inside; d) or one of water, water, liquid, cold water, hot water, heating water, and cooling water is circulated in a geothermal pipe, circulation pipe, or water circulation pipe that is built into one of its body, sphere, or hollow part inside foundation, pile, pier, caisson, boring hole, grouting hole, grouting foundation; e) one of the above water to cooling water flows into one side and flows out to the other side, one of the U-shaped geothermal pipe, the circulation pipe, and the water circulation pipe is built into one of its body, sphere, and hollow part inside; pile, pier, caisson, boring hole, grouting hole, grouting foundation; one of them

One of the pin base, bar base, protrusion base, bolt base, nail base, anchor base, strand base, pin pile, bar pile, protrusion pile, bolt pile, nail file, anchor pile, and strand pile is a) foundation, pile , pier, hooting, caisson, block foundation, concrete foundation; The following monotubes or complexes; b) a hole, hole, through-hole, cavity, hollow, perimeter, outer, outer, outer, outward, outer wall, film, covering, outer perimeter, tip, lower end, upper end, one end, the other end, upper, lower , middle, rim, edge; At least one of 1) a pin, rod, protrusion, bolt, nail, anchor, strand body, a composite of two or more thereof; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod a strand body in which an anchor to which a nail is welded to which a bolt is mounted on which the protrusion is mounted; 2) the line to the section line, the piece to the slotted piece, the pin to the composite; x) having, mounting, installing, positioning, mounting, fixing, attaching, welding, fitting, penetrating, passing, inserting, embedding, inserting, joining, joining, joining, connecting, projecting, projecting outward; one of y) is 1, 2, 3, 4, n, 1, 2, 3, 4, n, many, many, many, orthogonal, vertical, vertical, horizontal, inclined Base, pile, pier with one installation, mounting, installation, location, mounting, fixation, attachment, welding, fitting, joining, joining, connecting, inserting, embedding, input, projecting, penetrating, passing through, through installation, through installation, etc. , hooting, one of the caisson. Examples of the foundation described above include a foundation with a protruding rod or pin, a pile with a pin at the bottom, a foundation with a pin fixed at the lower end, a pile with a rod or pin protruding, a pier with a protrusion, and a pile with a projection on the periphery A protruding hooting, a caisson with a protrusion partially protruding to the outside, etc. may be included.

The block foundation or concrete foundation is a) block foundation, concrete foundation, concrete block foundation, reinforced concrete foundation, square foundation, polygonal foundation, hexahedral foundation, freeform foundation, freeform foundation, arbitrary shape foundation, rhombic foundation, diamond type A foundation, a hooting foundation, a shallow block foundation, a shallow concrete foundation, b) a block foundation equipped with one of the pins or a composite, one of the concrete foundations. In one of the foundation, pin foundation, protrusion foundation, block foundation, shallow foundation, hooting foundation, and concrete foundation, a) a block, a block head, a head block, a block provided with one of the pins or the complex; b) a hole, a hole, a perforated hole formed in the block; c) the pin or the composite attached to or penetrated through at least one of the block, hole, hole, and perforation hole; d) a bracket mounted on the top of the block head; e) a cap, an anchor, a bolt, a nut for fixing one of the pins or the composite to a cap, stopper, cover, finishing material or one of the pins or composites to one of the block head, hole, hole, drilling hole, hole inlet, stoppers, anchorages; It includes one of a foundation composed of one or more of a pin foundation, a protruding foundation, a block foundation, a shallow foundation, a hooting foundation, and a concrete foundation.

The solidified foundation is one of the solidified body or the grouting body, the solidified foundation is a foundation formed by solidifying a binder and soil, and the improved foundation is a foundation formed by putting a material into the ground, and the column foundation is a material in which the material is in the ground It is a foundation formed by penetrating, the injection foundation is a foundation formed by injecting a material into the ground, the injection foundation is a foundation formed by spraying a material into the ground, and the mixing foundation is a material or solidified material is mixed in the ground It is a formed foundation, and the compaction foundation is a foundation formed by compacting or compacting a material or solidified material in the ground, the injection foundation is a foundation formed by injecting a material into the ground, and the reinforcing bar injection foundation is a reinforcing bar It is one of the foundation, the foundation formed by injecting the injection material into the reinforcing bar, the foundation formed by injecting the injection material into the reinforcing bar reinforced in the formwork, and the foundation formed by injecting the injection material into the reinforcing bar reinforcing in the ground, and the grouting foundation is the ground It is a foundation built by grouting on the

The reinforcing foundation is one of the foundation into which the reinforcing material is inserted, the foundation in which the reinforcing material 33 is inserted into the foundations 1, 2, 3, 4, 5, 28, and the foundation or all-casing foundation in which the reinforcing material is inserted. The screw foundation is a foundation formed by using the screw drive 16 . The expanded foundation is one of an expanded foundation, an expanded plate foundation, a foundation in which a part thereof is expanded, and a foundation in which a plate or an expansion member is mounted on a part of the foundation. The expanded plate foundation is one of a foundation reinforced with an expansion plate, a foundation on which a plate or an expansion plate is mounted, and a foundation on which an expansion plate is mounted at the tip. The expanded plate is one of a) one of the following single pipes or composites, or b) or one of a plate, a disk, and a hollow plate that is larger than one of the diameter, circumference, circumference, size, shape, cross-section, and cross-sectional area of the foundation. The mixed foundation is a foundation in which a certain binder 30 is stirred in the ground 31 . The mixing foundation is the foundation formed by mixing a predetermined binder 30 in the ground 31 . The earthquake-resistant foundation is an earthquake reinforcement or earthquake preparation foundation. The underground foundation is a foundation (5) formed by mixing the binder (30) in the underground (31) by a foundation (31) or a rod (20) equipped with variable blades (21). The surface foundation is a surface foundation with a thickness of 2 m or less, or after one or more (31. 32) of the residual soil and slime generated during the composition of the foundation (2, 3, 4, 5, 28) and the binder 30 are stirred It is a surface foundation (1) constructed by laying, compacting, and consolidating. The ground foundation is a foundation formed in the ground (31). The facility foundation is a foundation for supporting the facility. The facility support foundation is a foundation installed under the facility to support the facility.

The surface-layer foundation is a surface-layer foundation mounted on top of an underground foundation, or a surface-layer foundation having a certain thickness, or a foundation composed of a surface solidified body. The cylindrical base is an underground cylindrical base or a cylindrical base 2 formed by injecting the binder 30 into the ground 31 . The cone part foundation is a) an underground cone foundation, b) or a cone part foundation (3), c) whose cross section is gradually reduced along the central axial direction of itself (3), or two or more identical used in the composition of the cylindrical foundation It is a cone part foundation constructed by using two or more variable blades that are shorter than the blades and are dotted. The tail base is smaller than the diameter of one of the cylindrical part 2, the cone part 3, the cone part top 3-1, and the cone part middle 3-2, or the diameter of the cone part bottom 3-3. A cylindrical tail (4) of the same diameter as the base (5).

The earth drill foundation is an earth drill foundation, a foundation formed while drilling with an earth drill, a foundation formed while drilling the earth (ground) with a drill, and an excavation part thereof It is one of the foundations formed by inserting rebar mesh and pouring concrete. The all-casing foundation is an all-casing foundation, a swing-type all-casing foundation, a wire-type all-casing foundation, a mat needle all-casing foundation, a hammer grab, etc. One of the foundations formed by pouring

The composite foundation is a composite foundation in which two or more of the foundation to all-casing foundation are combined. The composite foundation includes piles and piers, shallow foundations and piles, shallow foundations and deep foundations, shallow foundations and screw foundations, shallow foundations and underground mixing foundations, shallow foundations and micropiles, underground foundations and building foundations, underground foundations and house foundations, Underground and Shallow Foundation, Underground and Shallow Foundation, Stone Foundation and Bolt Foundation, Pin Pile and Bund Pile, Stone Pile and Bolt Pile, Underground Injection Foundation and Ground Injection Foundation, Ground Mixing Foundation and Ground Compact Foundation, JSP and SGR, SCW and DCM, CIP basics and PR basics can be included.

The single tube or complex is one of the following a, b, c, d, e, f, g, h, i, j, and k. wherein a is one of a1, a2, and a3 below. The a1 is one of a11, a12, a13, and a14 below. wherein a11 denotes a single tube, a cone tube, a double tube, a triple tube, a multiple tube, a multiple tube, a multi-plate tube, a key-in pipe, an incision tube, a pluck tube, a dotted tube, a section tube, a thickening tube, a point-expanding tube, a point Shaft tube, incremental tube, inclined tube, tube tube, hollow plate, cut plate, pick plate, dotted plate, cut plate, double plate, multi plate, donut plate, incremental plate, incremental plate, accumulating plate, incrementally increasing shaft plate, inclined plate, taper Tube, one of the tapered plates. Wherein a12 is a tube with bundles or a plurality of feet, a tube with protrusions, a tube with nails, a tube with anchors, a tube with a tapered plate, a tapered tube with a plate, a plate with a tapered tube, a tapered tube with a tapered plate, a taper with a tapered tube It is one of a plate, a pipe or tapered pipe with a connecting jack, a tapered pipe with a connecting plate, a taper plate with bolt holes, a pipe with a taper plate with bolt holes, or a tapered pipe. Wherein a13 is a single tube with a wall or foot or exterior or section extended, a multi-pipe with or extended exterior or cut-out appearance or a lined appearance or a section line-formed appearance, a bundle tube with a foot or foot or foot extended, a key or key in the ground Key-in pipe that expands, expansion or fragmentation by being keyed in the ground Expansion tube that expands while being keyed in or inserted into the ground, multi-pipe that expands in appearance while being keyed in or inserted into the ground Or a section tube in which the section wall is expanded, an expanded grid-inserted section tube, a tube or section tube in which the grid is expanded in addition to section expansion while being keyed or inserted into the ground, a section in which the grid is extended to the bent portion of the section or the flank of the section line one of the tubes. The a14 is one of a pipe or a section tube provided with a pulling line between the slice and the grid, a pipe or slice tube in which one side of the grid is pulled by the pulling line when the slice is expanded and the other side is expanded, and a tube provided with a connecting plate. . a2 is circular, cylindrical, cone, pin, foot, flat, plate, sawtooth, cylindrical, disk, hollow, filled, film, wall, triangle, quadrangle, polygon, straight, vertical, inclined , curved, curved, concave, convex, protruding, intersecting, incremental, dotted, incrementally, tapered, discontinuous, spike, rhombus, ladder, line cut, wall section , a wall-picking type, a connection plate-equipped type, a connection jack formation, a bolt hole formation, an inclination or an angle (α) of 1 to 89 degrees at least one of the above pipe, plate, plate and pipe, pipe with plate, plate with pipe. wherein a3 is a single pipe or a tapered plate of a11; a12 bundled pipe - bolt hole forming tapered plate or tapered pipe; a13 wall or foot or appearance or a single tube in which the fragment is expanded - a fragment tube in which the grid is extended to the bent portion of the fragment or the flanked portion of the fragment line; a tube having a pull line between the intercept and the lattice of a14 or the tube with a section tube-connecting plate; a2 tube to tube-equipped plate; is a complex of a combination of two or more of

The b is one of a double tube composed of an outer tube and an inner tube, and a triple tube consisting of an outer tube, a middle tube, and an inner tube. Where c is a double tube with different lengths of two tubes (inner tube, outer tube), a triple tube with different lengths of three tubes (inner tube, middle tube, outer tube), and the longest length in the order of the exterior and the middle tube and the inner tube Either a double tube or a triple tube. The d is their length or height d1) 5-50 cm; d2) 0.1 to 10% of the base length; d3) 0.5 to 5 times the diameter of the base; One of the single tube of a11 to the plate with tube of a2, one of the complexes of a3. The e is one of the complexes of the single pipe of a11 to a3 whose thickness or wall thickness is 0.1-50% of the base thickness or diameter. where f is a constant cone, incision, cutting, picking, beveling, dotted axis, increasing, dotted line, dashed line, dilated, dilated, broken line, taper, cone formed, bent, dotted line, tip extended, tip widened; combination of two or more of them; one of, or one of, one of the above monotubes or complexes. g1) piece, foot, cone, piece, lateral piece, wall piece, cut piece, cut piece, pick piece, line cut piece, slot pickled pieces; g2) said piece or slotted piece in one of its own wall, outer wall, sheath, sheath, wall, perimeter, edge, circumferential wall, vertical wall, inclined wall, cut-out wall, cut-off wall, tapered wall, and edge; One of the monotubes or complexes in which one is formed. wherein h is one of a certain point, line, plane, dotted line, dashed line, vertical, curved line, length, triangle, wedge, and slot; or in one form; or of one formation; One or one of the cones or complexes is one of the monotubes or complexes implemented.

The i is i1) a pin, a rod, a protrusion, a bolt, a nail, an anchor, a strand body; i2) a composite of two or more of the pin or strand body; One or more of the pieces or slot picking pieces are formed; It is either a single tube or a complex. Wherein j is the following j1 or j2 is discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; One of the above-mentioned monotubes or complexes. The j1 is 1) one end, one side, from one end to a point, from one end to a point in the direction of the other end; 2) or from one end to one point of the wall; one of them The j2 is j21) j211) the tip, one end, the lower end, the end, the inside, the outside, the outer periphery, the circumference, the side, the inside and the outside, the head of itself or its own wall; j212) or a part that is one of insertion, embedding, construction, installation, penetration, and driving in the ground, tip, end, bottom, end, head; j22) the tip to the head; from one of the sites to the head to a point; one of them The k is one of the single pipe or the complex having an upper area of 10 to 150% of the bottom area of the shallow foundation included in the foundation, and 80 to 200% of the bottom area of the deep foundation included in the foundation. The single pipe or complex may be an extension plate, an extension means, an extension plate of the foundation, an extension means of the foundation, an extension plate of the tip of the foundation, an extension means of the tip of the foundation, and the like.

The foundation 2 is a composite foundation of a solidified body and non-solidified surrounding ground, a composite foundation of a solidified body and a reinforcement, a composite foundation of a solidified body and a reinforcement and the ground, a surface foundation with a thickness of 2 m or less, a middle foundation with a depth of 15 m or less, a deep foundation with a depth of 15 m or more , it is one of the composite foundation consisting of the surface foundation and the intermediate foundation, and the composite foundation consisting of the surface foundation and the deep foundation. The base 3 comprises: a) a wing 21; b) a toothed rod 20; c) rotating means (16) for rotating the rod (20); d) a moving means provided with at least one of the blades and rotating means; Composition by consolidation of one or more of binder 30 and soil 31, residual soil 31, sand soil 31, ground 31, slime 32, and reinforcing material inputted by equipment composed of one or more of It is a solid foundation that has been In the base 3, one of the above magnetization or composite is available for the wing or rod. The foundation 4 is a composite foundation composed of one of the foundations 1, 2, 3, 4, 5, and 28 and the surrounding ground or the original ground 31 . The foundation 5 is a reinforcing foundation in which a reinforcing material 33 is inserted into one of the foundations 1, 2, 3, 4, 5, and 28. The foundation 6 is a composite foundation composed of one of the foundations 1 , 2 , 3 , 4 , 5 and 28 , a reinforcement 33 , and a ground 31 . The foundation 7 is the surface layer foundation 1 formed by laying, compacting, and consolidating after one or more of earth and sand, residual soil, sand soil, and slime and the binder 30 generated during the composition of one of the foundations are stirred. The foundation 8 is a composite foundation composed of one of the foundation, reinforced foundation, and composite foundation (2, 3, 4, 5, 28) and the surface foundation (1) above it. The foundation 9 is an underground cross-section solidified body formed by stirring the ground and a binder containing by-products by means of a blade. The foundation 10 is a surface layer compacted solidified body (1) in which residual soil, sand, slime (31, 32) and binder (30) generated during the composition of the solidified body (5, 28) and the binder (30) are stirred by the backhoe bucket (12) to be. The foundation 11 is a composite in which two cross-section solidified bodies (5) and compacted solid bodies (1) formed thereon are combined.

The foundation 12 is a) a composite foundation consisting of the solidified body (5) and its surrounding non-solidified raw ground (31); b) a reinforcing base in which the reinforcing material 33 is inserted into the solidified body (1, 5); c) a composite foundation composed of two or more of the solidified body (1, 5), the reinforcing material (33), and the ground (31); one of them The base 13 includes: a) a cylindrical portion (2); b) a cone part 3 whose diameter or cross-section is gradually reduced along the central axis direction of itself (3); c) a diameter smaller than or equal to the diameter of one of the cylindrical part 2, the cone part 3, the cone part top 3-1, and the cone part middle 3-2, or the same diameter as the cone part bottom 3-3 Cylindrical tail with a (4); It is a columnar foundation (5) composed of two or more sequences. The foundation 14 is a) two or more equal-length blades 21 (21a in Fig. 1, 21a in Fig. 3b, 21a in Figs. 4a and f) for stirring the binder and the ground for the composition of the cylindrical part 2 21a in FIG. 5d, 21c in FIG. 19b, etc.); b) two or more variable-length blades 21 having a length shorter than the above length by stirring the binder and the ground to form the cone part 3 (21b in FIG. 1, 21b in FIG. 3b, FIGS. 4a and f 21b in FIG. 5d, 21b in FIG. 19b, etc.); c) Two or more equal-length blades 21 (21c in FIG. 1, 21c in FIG. 3b, FIG. 4) having a length shorter than the two lengths by stirring the binder and the ground to form the tail part 4 21c in a and f, 21c in FIG. 5d, 21a in FIG. 19b, etc.); It is a columnar foundation (5, 28) composed of two or more of the cylindrical part (2), cone part (3), and tail part (4) formed by using at least one of them in that order. a) wing, b) wing of base 14 above. c) At least one of the blades employs one of the above magnetized or composites.

The foundation 15 is a backhoe on the upper part of one of the cylindrical part, cone part, tail part, foundation, and column-shaped pillars (2, 3, 4, 5, 28) by means of at least one of its buckets, binder and soil, soil, At least one of residual soil, slime, and reinforcing material is a surface-layer type foundation (1) installed with at least one of stirring, laying, and compaction. One of the magnetization or the composite may be used for the bucket of the foundation 15. The foundation 16 is among the remaining soil 31, sand soil, and slime 32 generated when one of the cylindrical, cone, tail, foundation, and column-shaped pillars 2, 3, 4, 5, 28 is formed. One or more surface-layer foundations 1 are used. The foundation 17 is a composite foundation composed of the columnar foundation 5 formed of at least one of the cylindrical part, the cone part, and the tail part and the surface-type foundation 1 . The foundation 18 is a composite foundation composed of the columnar foundation 5 and the surface foundation 1 installed on the top thereof. The foundation 19 is a reinforcing foundation in which the reinforcing material 33 is put into at least one of the cylindrical part, the cone part, the tail part, the foundation, the column, the surface layer part, and the surface layer type surface layer. The base 20 includes: a) a rod 20 on which a wing 21 is mounted; b) the hole (25) of the rod, the nozzle (25), the bit (24), the rotating means (16); c) the arm 14 on which the rotating means is mounted; d) a boom 13 with its arms; e) a fork crane 10 equipped with at least one of the rods and booms; f) a device (11) for putting the reinforcement (33); The foundation 1, 2, 3, 4, 5, and 28 is constructed using equipment composed of one or more of them. In the foundation 20, one or more of the magnetization or the composite may be used for one or more of the rod, hole, nozzle, and bit.

The foundation 21 is constructed using equipment consisting of one or more of a supply hose 64 sequentially connected to the rod 20, a pump 63, a blender 62, a hopper 61, and a silo 60. The above is the basis. In the foundation 21, one or more of the magnetization or the composite may be used for at least one of the rod, the supply hose, and the silo. The foundation 22 includes: a) a vibrating magnetizer 82 in at least one of the wings, equipment, rod or fork crane, hose or silo; b) or the above-mentioned foundations 1, 2, 3, 4, 5, and 28 using equipment equipped with a vibrating magnetizer for vibrating magnetizing the binder. The foundation 23 is a binder 30 used for the composition of the foundation; a binder 30 supplied through the equipment; The binder slurry 30 blended in the blender; the slurry 30 sprayed through the nozzle 25; the rod 20 rotated by the rotating means; The blade 21 rotates by the rotation; agitation by the blades; a bucket 16 mounted on a certain backhoe 12; agitation by its bucket; The foundation formed by one or more of In the foundation 23, one of the vibrating magnetizer and the multifunction device may be mounted on the binder. The foundation 24 is the soil 31, soil, residual soil, ground, slime 32, solidifying material, reinforcing material 33, the binder 30, and the composition formed by at least one of agitation and curing of at least one of the slurry is the basis The foundation 25 is a surface-layer foundation formed by agitation of the column-type foundations 2, 3, 4, 5, 28 and the bucket 16 mounted on the backhoe 12, which are formed by agitation of the blades 21. It is a composite foundation composed of (1). In the base 25, one or more of the magnetization or the composite may be used for at least one of the wings and the bucket. The foundation 26 is one of the surface-layer foundation (1) formed by the stirring of the bucket, and the columnar foundation (2, 3, 4, 5, 28) formed by the stirring of the blades.

The foundation 27 is a foundation composed of two or more of the surface layer part, the cylindrical part, the cone part, and the tail part. The base 28 is a surface layer and a cylindrical part, a surface layer and a cone part, a surface layer part and a tail part, a cylindrical part and a cone part, a cylindrical part and a tail part, a cone part and a tail part, a surface part part and a cylindrical part and a cone part, a surface layer part and a cylindrical part and a tail part, a cylinder It is a composite foundation consisting of one part, a cone part and a tail part, a surface part, a cylindrical part, and a cone part and a tail part. The foundation 29 has its own a) a depth of 15 m or less, 5 to 15 m; b) The tip is mounted on the weathered soil layer, the weathered rock layer, and the N level 18~35 strata; at least one of the above bases. The N value is calculated by a standard penetration test. For standard penetration tests, refer to soil mechanics books and basic engineering books. The foundation 30 is mounted on a stratum in which the side cross-section or the column-shaped upper equal cross-section (2) has an N value of 15 to 30, and the lower equal cross-section (4) having a smaller diameter than the same cross-section is a strata with an N value of 18 to 35 It is the foundation that is at least one of burial and stratum with an N value of 16 to 32 in the middle of the upper and lower cone sections (3). The foundation 31 is the foundation supporting one of a building with 8 stories or less, a load facility of 25 to 45 ton/m 2 or less, and a structure having a load of 250 to 450 kN/m 2 or less, placed on the foundation 31 . The foundation 32 is a surface foundation (1) containing at least one of soil, residual soil, sand and slime generated at the time of the composition or generated by the composition of the foundation (2, 3, 4, 5, 28). The foundation 33 is a surface layer foundation (1) formed by laying, compacting, and consolidating after at least one of binder, soil, residual soil, sand, slime, and reinforcing material is stirred by the rotation (27) of the blades (21). The foundation 34 is a binder, soil, sand, sand, slime, reinforcement material by at least one of a backhoe 12, a bucket 16 mounted therein, a blade mounted inside the bucket, and a rotary blade mounted inside the bucket. At least one of them is a surface foundation (1) formed by laying, compacting, and consolidating after stirring.

The foundation 35 is the foundation formed by stirring at least one of a binder, soil, soil, residual soil, ground, slime, and reinforcing material by a blade during one of the formation, stirring, and injection. The foundation 36 is the foundation formed by using the binder 30 vibrating magnetized by the vibrating magnetizer 70 . The foundation 37 is a hydration reagent containing Ca component in the binder 30, hydration fixing agent containing Na component, silica agent containing Al component, catalyst containing Ti component, and sol gel containing H component. , Si component-containing trapping agent, Mg component-containing carbonation agent, Fe component-containing by-product agent, Cell-containing individual growth agent is the above-mentioned basis. The base 38 contains 60 to 80 parts by weight of the hydration reagent, 5 to 10 parts by weight of the hydration setter, 4 to 7 parts by weight of the silica agent, and the sol-gel agent based on 100 parts by weight of the binder 30 in total. 1 to 3 parts by weight, 6 to 12 parts by weight of the collecting agent, and 4 to 8 parts by weight of the carbonation agent are included in the above base. The basis 39 is its N value 15 to 35; strength 25-45 ton/m2; Strength 25~45ton/m2 × safety factor, or (25×1.1~3.0)ton/m2 ∼ (45×1.1~3.0)ton/m2, which is a value calculated by 1.1~3.0; Maximum strength 100ton/m2; One of the above is the basis. The foundation 40 is the surface foundation mounted on one of the foundation, the underground foundation, the middle foundation, and the deep foundation. The foundation 41 is a composite foundation composed of one of the foundation, the underground foundation, the intermediate foundation, and the deep foundation and the surface foundation. The foundation 42 is a composite foundation consisting of one of the foundation, the underground foundation, the intermediate foundation, and the deep foundation and its surrounding non-solidified ground or raw ground 31 . The foundation 43 is a composite foundation composed of one of the foundation, the underground foundation, the intermediate foundation, and the deep foundation, and the uninjected ground. The foundation 44 is a reinforced foundation formed by permanently maintaining the rod 20 for spraying the binder 30 in the ground.

The foundation 45 is a reinforcing foundation composed of one (2, 3, 4, 5, 28) of the solidified body to the grouting body and the rod 20 inserted therein. The foundation 46 is a reinforcing foundation composed of the rod 20 permanently placed in the ground and one (2, 3, 4, 5, 28) of the solidified body to the grouting body formed around it. The foundation 47 is a reinforced foundation composed of one of the foundation, the underground foundation, the middle layer foundation, and the deep foundation and the reinforcement inserted therein. The foundation 48 is the foundation into which the reinforcing member is inserted by the equipment of the moving means. The foundation 49 is the foundation in which the reinforcing member is at least one of a reinforcing member with a plate, a reinforcing member with an expansion plate, a reinforcing member with an expansion plate connected to itself by bolts, and a reinforcing member with protrusions. Here, the foundation corresponds to the above-described foundation, foundations 1 to 48, and the like. The foundation 50 has its own a) depth of 15 m or more, 100 m or less, 15-100 m by the reinforcing material 33; b) The tip is placed on the bedrock, placed on the soft rock, placed on the strata with an N value of 30 or higher, placed on a strata with an N value of 100 or less, and placed on a strata with an N value of 50 to 100; at least one of the above bases. The foundation 51 is the foundation for supporting one of an earthquake-resistant facility, a building with 8 stories or more, a building with 100 stories or less, a load capacity of 25 to 45 ton/m 2 or more, and a structure having a load of 250 to 450 kN/m 2 or more by the reinforcing material 33 . The foundation 52 is a combination of the solidified body 2, 3, 4, 5, 28 and the unsolidified ground 31, the solidified body and its surrounding ground or original ground, the solidified body and the rod, the solidified body and the reinforcing material, the solidified body It is one of a combination of a screw and a solid, a combination of a solidified body and a rod and the ground, a combination of a solidified body and a reinforcing material and the ground, and a solidified body and a screw and the ground. The foundation 53 is a composite foundation that is the combination. The foundation 54 is the foundation formed by stirring the ground, at least one of the base materials of slime and the reinforcing materials, admixtures, by-products, microorganisms, or the vibrating magnetization-treated binder by the blades.

The foundation 55 is a wall, column, support, support, support, reinforcement, improvement, repair, waterproofing, permeability, barrier, filtration, reaction, purification, imperviousness, retaining wall, clapboard, basement wall, continuous wall, reactive permeability, One of the underground continuous walls is the said foundation of use. The foundation 56 is composed of primary, secondary, tertiary and quaternary support layers, a) the primary support layer 1 is soil and residual soil discharged when the secondary, tertiary, and quaternary support layers are formed. , sand, slime, and a binder is agitated to form a support layer mounted on top of the second support layer, b) the second support layer (2) is the binder is stirred in the ground by a rotating rod equipped with wings It is a support layer on the upper portion of the side-section solidified layer or a portion corresponding to the same cross-section of the upper portion, c) the tertiary support layer 3 is the portion corresponding to the cone cross-section between the second support layer and the fourth support layer. a support layer, and d) the quaternary support layer 4 is the lower part of the side-section solidified layer or the same cross-section of the lower portion, which is a support layer of a portion corresponding to the same cross-section having a smaller diameter than the second same cross-section. It is the foundation. In the foundation 57, the cross-section is a) the upper and lower side sections, the upper and lower side sections, the dotted axis section, the dotted section, the dot-and-dash section, the dot-and-dash section, the same and then the same cross-section, the same dotted-axis section, the same and then the same cross-section , the same cross-section after the point axis, the same cross-section after the same cone shape, b) the same cross-section column with a cone cross-section at its lower portion and the same cross-section column with a smaller diameter than the same cross-section at its lower portion, c) the same cross section Cone cross-section at the lower part of the column body and the same cross-section column body at the lower part of the same cross-section, d) or the upper and lower side cross-sections with respect to one of the shaft, length, column, and the rod after the point axis The foundation is one of the same cross-sections.

The foundation 58 is a foundation having an average or converted adhesive force or an internal friction angle of two or more of the solidified body, the reinforcing material, and the ground. The average adhesive force or internal friction angle is calculated according to one of a, b, and c. The calculation a is calculated as (referred to as the adhesive force or internal friction angle of the solidified body (referred to as p1) + the adhesive force or internal friction angle of the ground (referred to as p2)) ÷ 2. The calculation b is calculated as (the p1 + the adhesive force of the reinforcing material or the internal friction angle (referred to as p3)) ÷ 2. The calculation c is calculated as (the p1 + the p2 + the p3) ÷ 3. Adhesive force or internal friction angle of the conversion is according to one of calculations 1, 2, 3, 4, 5, 6, 7, 8, 9. The calculation 1 is calculated as (the above p1 × the area of the solidified body (referred to as A1) + the p2 × the area of the ground (referred to as A2)) ÷ (the above A1 + the above A2). The calculation 2 is calculated as (the p1 × the A1 + the p3 × the area of the reinforcing material (referred to as A3)) ÷ (the A1 + the A3 above). The calculation 3 is calculated as (the p1 × the A1 + the p2 × the A2 + the p3 × the A3) ÷ (the A1 + the A2 + the A3). The calculation 4 is calculated as (the p1 × the volume of the solidified body (referred to as V1) + the p2 × the volume of the ground (referred to as V2)) ÷ (the V1 + the V2). The calculation 5 is calculated as (the p1 × the V1 + the p3 × the volume of the reinforcement (referred to as V3)) ÷ (the V1 + the V3). The calculation 6 is calculated as (the p1 × the V1 + the p2 × the V2 + the p3 × the V3) ÷ (the V1 + the V2 + the V3). The calculation 7 is (the p1 × the area of the solidified body relative to the rotating rod direction (referred to as A11) + the p2 × the area of the ground relative to the rotating rod direction (referred to as A21)) ÷ (the A11 + It is calculated as A21) above. The calculation 8 is calculated as (the p1 × the A11 + the p3 × the area of the reinforcement with respect to the rotating rod direction (referred to as A31)) ÷ (the A11 + the A31 above). The calculation 9 is calculated as (the p1 × the A11 + the p2 × the A21 + the p3 × the A31) ÷ (the A11 + the A21 + the A31).

The adhesive force is t/m ² , and the internal friction angle has a unit or physical quantity of degrees (°). The bearing capacity of the foundation is calculated using the bearing capacity formula of one or more of Terzaghi, Meyerhof, and Hansen. The Terzaghi bearing capacity formula is q _u = αcN _c + βBr ₁ N _r + r ₂ D _f N _q . The Meyerhof bearing capacity formula is q _u = αcN _c F _cs F _cd F _ci + βr ₁ BN _r F _rs F _rd F _ri + r ₂ D _f N _q F _qs F _qd F _qi . The above Hansen bearing capacity formula is q _u = αcN _c s _c d _c i _c g _c b _c + βr ₁ BN _r s _r d _r i _r g _c b _r + r ₂ D _f N _q s _q d _q i _q g _c b is _q . where q _u = bearing capacity of the foundation; α = basic shape factor; β = basic shape factor; B = base width; c = adhesion; Df = depth of penetration of the foundation; Wherein Nc, Nr, Nq = bearing force coefficient; The Fcs, Frs, Fqs = shape factor; The Fcd, Frd, Fqd = depth coefficient; Wherein Fci, Fri, Fqi = slope coefficient; Wherein sc, sr, sq = shape factor; where dc, dr, dq = depth coefficient; where ic, ir, iq = slope coefficient; Wherein gc, gr, gq = ground coefficient; Wherein bc, br, bq = bottom slope coefficient; to be. The ultimate bearing capacity of the foundation is one of the 1 bearing capacity, the 2 average bearing capacity, and the 3 average bearing capacity calculated above. _The permissible bearing capacity of the foundation is q _ㅁ = q _u / F _s or q _ㅁ = q _u / 3 to be.

The amount of settlement of one (40) of the facilities, buildings, and structures supported by the foundation is calculated by the formula S = q·B·(1-μ ² )/E·I _w , using the ground material property, S = S ₃₀ by the load test ㆍ(2B/(B+0.3)) ² , the formula S = 0.4ㆍ(P _o /N)ㆍHㆍlog(P _o +ΔP)/P _o by N more than the average settlement amount. Where q = load strength acting on the foundation or load strength of the facility, B = foundation width, μ = Poisson's ratio of the ground, E = modulus of elasticity of the ground, I _w = effect value due to settlement, S ₃₀ = load during loading test Plate settlement amount, H = soil layer thickness, P _o = effective overhead load of the ground, ΔP = vertical stress increase due to the load of the facility. The α = basic shape coefficient ∼ bottom slope coefficient, q = load strength ∼ vertical stress increase, etc. are presented in books, textbooks, textbooks, soil mechanics books, basic engineering books, civil engineering books, etc., so please refer to them. In the present invention, units or physical quantities such as specific gravity, weight, density, strength, stiffness, water content, bearing capacity, adhesive force, friction angle, elastic modulus, Poisson's ratio, internal friction angle, etc., specific gravity is dimensionless; Weight is kg, kgf, etc.; Density is t/m ³ , kg/cm ³ , etc.; The stiffness is EI = modulus of elasticity of the foundation x second moment of section, etc.; The water content ratio is %; Friction angle or internal friction angle is degree, °, degree, etc.; Poisson's ratio is dimensionless; Settling amount is mm, cm, etc.; In addition, strength, bearing capacity, adhesive force, and modulus of elasticity are t/m ² , kg/cm ² , kN/cm ² , and the like.

The foundation 59 is a factory foundation manufactured in a factory, a ground foundation formed by pouring on-site, a mixing foundation formed by stirring soil and a binder, a mixed foundation prepared by mixing the ground and a solidifying agent, and a concrete pouring in the ground Suspension foundation formed by the construction, expanded foundation with a part of the foundation expanded, expanded foundation with an extension plate at the tip, grouting foundation formed by ground grouting, screw foundation with screws, surface foundation with a thickness of 2m or less, depth of 15m or less Middle-level foundation of 15m or more, deep foundation with a depth of 15m or more, screw mounting foundation on the outer perimeter, reinforcing material embedded grouting foundation, fin forming reinforcement material embedded grouting foundation, grouting hole embedded foundation, grouting part embedded foundation, underground injection part embedded foundation, driving foundation after embedding, excavation Or, it is one of the embedded foundation after grouting, the energy foundation with circulation pipe insertion, the insertion of reinforcing bars into the formwork or excavation, and the concrete or vibration-treated concrete pouring foundation. The foundation 60 is a shallow foundation in which a section pipe or a plate-equipped pipe is mounted on its own reinforcing bars or reinforcing materials. The foundation 61 is a shallow foundation in which a slice tube or a plate-equipped tube is mounted on its reinforcing bar or reinforcement, and at least one of the plate, tube, and slice tube is cut, and by the incision, one of the plate and tube A section is formed on the above, and at least one of the plate and the tube becomes one of gradual, gradual, inclined, and tapered.

The foundation 62 is a foundation in which one of a vibration-treated material, milk, mortar, ready-mixed concrete, concrete, paste, cement milk, cement mortar, grouting material, slurry, and bentonite slurry is used. is a) generated by the rotation of a rotating body connected to the rotating shaft of the motor including at least one of a power supply unit, a converter, an inverter, a switching unit, a detection unit, and a control unit, or generated in a case in which the motor is inserted by the rotation A vibrator, a magnetized vibrator, a magnetized vibrator that generates one of a magnetic field, a magnetic field with a magnetic flux density of 1,000 to 20,000 Gauss, and a magnetic field with a magnetic flux density of 0.1 to 2 Tesla, before, during, or after vibration or 10 to 150 dB vibration or b) or one of a magnetizer, a vibrating magnetizer, and a vibrating magnetization complex that generate the vibration or 10-150 dB vibration before, during, and after at least one of the magnetic field, and the case is the following 1, 2, One of 3, 4 or 5. 1 is a case having one of a rod, a barrel, a block, a cylinder, a tube, a pipe, a square, a triangle, a polygon, a hollow type, and a hollow cylinder. 2 is a case in which all or a part of the motor, or the power supply unit or the control unit, is provided therein. 3 is a case vibrating by the rotation of the rotating body provided in its own interior. 4 is a case in which one or more of the material or bentonite slurry passed through or in contact with itself is subjected to one of vibration, magnetization, vibratory magnetization, and magnetization vibration. 5 is a case in which at least one of fluidity, mobility, pourability, injectability, permeability, and workability of one of the material and bentonite slurry is improved by one of the vibration or magnetization vibration.

The foundation 63 is a foundation on which a slice tube or a plate-equipped tube is mounted on reinforcing bars or reinforcement of a shallow foundation, a) at least one of the plate, tube, and slice tube is cut, b) the plate by the incision , a section is formed in at least one of the tubes, and c) at least one of the plates and tubes becomes one of thickening, tapering, inclined, and tapering. In the foundation 63, at least one of a mixing foundation, a screw foundation, a grouting foundation, a micropile, a side cross-section foundation, and a protruding foundation is installed in the lower part of the shallow foundation. The shallow foundation is one of a shallow foundation, a stem foundation, a direct foundation, a hooting foundation, a front foundation, an independent foundation, and a sole foundation. The mixing foundation is a material, sand, gravel, aggregate, crushed stone, lime, gypsum, resin, cement, slag, by-product in one of underground, ground, underground, rock, excavation, excavation, boring, grouting, grouting , mortar, milk, chemical solution, suspension, ready-mixed concrete, paste, concrete, fiber, reinforcing material, reinforcing bar, rebar mesh, rebar cage; two or more materials; One of the foundation formed by mixing, mixing foundation, underground mixing foundation, DCM (deep cement mixing), SCW (soil cement wall) is one of. The screw foundation is a foundation in which at least one of a spiral, a screw, and a helical is formed on the outer surface of one of a rod, a rod, a column, and a shaft, or a spiral, a screw, and a helical is formed on its outer periphery.

In the foundation 63, the grouting foundation is a foundation formed by injecting, injection, or grouting one of the materials or materials into one of the underground or grouting parts, an injection foundation, an injection foundation, a grouting foundation, a micropile, and a side cross-section foundation. one The micropile may be prepared by a) grouting; b) before, during, after; c) or a grouting hole, a grouting part, a grouting material, an underground injection part, a grouting injection hole, a grouting injection part; One of beam, bar, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, reinforcing bar cage, small-diameter pile, and micro-pile is embedded in one of the foundations. In the longitudinal direction, the vertical direction, and the vertical direction after penetrating the ground, one of the cross-section, cross-section, cross-sectional area, diameter, thickness, and thickness is changed, different, enlarged, reduced, taper, increased, gradually increased, upper enlarged lower part It is one of the foundation, pile, pier, hooting, caisson, cross-section foundation, tapered foundation, point-axis foundation, point-expanded foundation, upper-expanded lower-reduced foundation that is one of the reductions.

The foundation 64 is a foundation provided with a plate or an expanded plate provided with a tube composed of a cut-out appearance, an inner tube, a) the length of the outer tube is longer than the length of the inner tube, b) or the length of the inner tube is the length of the outer tube longer, or c) or the length of the outer tube and inner tube is different. The foundation 65 is a predetermined basis, a) the foundation is provided with a pin, b) the pin is provided with a protrusion, c) the protrusion is provided with a nail, d) the protrusion and a nail provided pin mounted on a tube, e) the tube is provided on a plate, f) at least one of the tube and the plate is incised, g) a section is formed in at least one of the tube and the plate by the incision, h) the At least one of the pipes and plates is equipped with a pipe that is one of increasing, tapering, inclined, or tapered. Plates are pile, pier, caisson, deep foundation, mixing foundation, screw foundation, grouting foundation, micropile, protruding foundation, shallow foundation, direct foundation. As one of the foundation, the hooting foundation, and the front foundation, x) one of the piles or the micropile is installed in the ground or the ground, and y) one of the shallow foundation or the front foundation is installed on the upper part of one of the piles or the micropile do.

The base 66 is a block base composed of a block head, a hole formed therein, a rod penetrating through the hole, and a mounting rod mounted on the top of the block head, and one of the following 1, 2, 3 is coupled to the block head, or In addition to the coupling, a plate with a tube is mounted on the lower part of the block head, a) the 1 is one of a pin, a 2 pin, a 3 pin, a 4 pin, a 2 foot pin, a 3 foot pin, a 4 foot pin, an inclined pin, a pin with a projection , b) 2 is a pin welded to at least one of a rod, a protrusion, a bolt, a nail, an anchor, and a strand on its outer surface, c) 3 is a pin, a rod on its side, and a projection on the side of the rod, It is a composite equipped with a bolt on the side of the protrusion, a nail on the side of the bolt, an anchor on the side of the nail, and a strand body on the side of the anchor, d) at least one of the tube and the plate is cut, e) for the incision A section is formed in at least one of the tube and the plate by this, and f) at least one of the tube and the plate becomes one of increasing, tapering, inclined, and taper.

The base 67 is one of JSP, SGR, LW, SCW, DCM, CCP, CDM, CGS, DJM, JGM, TJG, SIG, RJP, CIP, PRD, RCD, CJG, SCP, GCP, CCP, VCP, and VCCP. The JSP is a jumbo special pile, a jumbo special pile foundation, a pile formed by spraying and stirring cement or hardener at high pressure in the ground, a pile composed by spraying a hardener and jet air at high pressure into the ground, an inner pipe of a double pipe inserted in the ground It is one of the piles created underground by spraying hardener and jet air to the exterior. The SGR is one of the foundations created by injecting a space grouting rocket, a space grouting rocket, water glass, cement and chemicals into the ground. The LW is one of labiles wasserglass, labiles wasserglass foundation, and a foundation formed by injecting water glass into the ground. The SCW is one of a soil cement wall, a soil cement mixing wall, a soil cement wall foundation, and a foundation formed by mixing soil and cement. The DCM is one of deep cement mixing, deep cement mixing foundations, and foundations with a depth of 15 m or more formed by stirring the ground and cement. The CCP is one of a) chemical chuning pile, chemical chuning pile foundation, b) or impact number, pulse number, impact pulse number, high pressure impact number, and ultra-high pressure pulse number. One of the established foundations. The CDM is one of the basic foundations with a depth of 15 m or more formed by mixing cement deep mixing, cement deep mixing, and cement and soil. The CGS is one of a compaction grouting foundation, a foundation formed by compacting grout materials into the ground, a foundation formed by compacting a low-moisture grout material into the ground, a compaction grouting system, and a compaction grouting system foundation. The DJM is one of dry jet mixing, dry jet mixing basis, a pile formed by spraying a powder hardener into the ground, and a pile formed by spraying lime or cement into the ground. The JGM is one of a jet grouting method, a jet grouting method base, and a base formed by injecting grout materials into the ground in a jet manner. The TJG is one of twin jet grouting, twin jet grouting foundation, a foundation formed by injecting grout materials into the ground in a twin jet manner, and a foundation formed by injecting grout materials into the ground by twin jet nozzles.

The SIG is one of the foundations created by excavating the ground with the power of super injection grout, super injection grout, air and water, discharging the cutting soil to the surface, and filling the cavity formed in the ground with solidified materials. The RJP is a rodin jet pile, a rodin jet pile foundation, a pile formed in the ground by spraying a hardener, water and air with a triple pipe inserted in the ground, a hardening agent is sprayed into the inner pipe among the triple pipe inserted into the ground, and high-pressure water into the middle pipe It is one of the piles created underground by spraying and jet air to the exterior. The CIP foundation is one of the foundations formed in the ground by putting concrete or reinforced concrete into the CIP foundation, the cast-in-place foundation, the field construction foundation, the cast in place pile, the cast in place pile foundation, the ground or the boring hole formed by drilling with a boring machine. . The CJG is one of column jet grouting, column jet grouting foundation, and column foundation formed in the ground by jet grouting. The PRD foundation is one of a PRD foundation, a percussion rotary drill foundation, a foundation formed by drilling a drill, a foundation formed by drilling a rotary drill, and a foundation formed by drilling a percussion rotary drill. The RCD foundation protects the hole wall with hydrostatic pressure using RCD foundation, reverse circulation drill foundation, reverse circulation drill foundation, and RCD equipment, and is pre-assembled after drilling the ground by rotating the drill bit mounted on the end of the drill rod. It is one of the cast-in-place concrete foundations constructed by inserting a reinforced steel mesh and pouring concrete. The SCP is one of a sand compaction pile, a sand compaction pile foundation, and a foundation formed by compacting sand into the ground. The GCP is one of the gravel compaction pile, gravel compaction pile foundation, and one of the foundations formed by compacting the gravel into the ground. The CCP is one of the crushed stone compaction pile, the crushed stone compaction pile foundation, and the foundation formed by compacting the crushed stone into the ground. The VCP is one of a vibrated compaction pile, a vibrated compaction pile foundation, and a foundation formed by compacting while applying materials to the ground while applying vibration. The VCCP is a vibrated crushed stone compaction pile, a vibrated crushed stone compaction pile, a foundation formed by compacting while applying crushed stone to the ground while applying vibration.

In the present invention, the embodiment of the foundation is a foundation constructed using equipment that satisfies condition 1 or equipment that satisfies condition 22 and condition 23 while satisfying condition 1, or as a foundation that satisfies condition 23, Condition 1 includes at least one of a multifunction device that satisfies condition 2, a vibrating magnetizer that satisfies condition 11 while satisfying condition 15, the multifunction device that satisfies condition 23, and the vibrating magnetizer that satisfies condition 23, and the condition 2 is a combination of a magnetized vibrator that satisfies condition 3 while satisfying condition 16, a vibrator that satisfies condition 15 while satisfying condition 4, and a magnetization vibrator that satisfies condition 16 while satisfying condition 5, wherein condition 3 is condition 6 A magnetizer that satisfies condition 17 while satisfying Condition 6 is provided in the case satisfying condition 9, condition 7 is provided on the side or rear end of the vibrator satisfying condition 18, and condition 8 is the magnetizer satisfying condition 17 and its attachment plate and its attachment A magnetizer that satisfies condition 17 while being spaced apart from the plate is embedded, the condition 9 is to vibrate by the rotation of the following rotating body while satisfying condition 10, and the condition 10 is a stator inside, a rotor connected to the stator, The rotor rotation shaft thereof, the bearing provided above and below the rotation shaft thereof, the rotor or a rotating body mounted on the rotation shaft or the asymmetric rotation body are inherent, and the condition 11 is that a magnetic field satisfying the condition 12 is first generated, and the condition 13 is satisfied oscillation is generated secondarily, a magnetic field satisfying condition 14 is generated thirdly, the condition 12 is 1,000 to 20,000 Gauss, and the condition 13 is before and during the generation of the first magnetic field. It is due to the magnetizer satisfying condition 17, and condition 14 is before and during the occurrence of the vibration. It is due to the vibrator satisfying condition 18, wherein condition 15 is: a) a1) a power supply unit providing AC; a2) a converter for converting the AC to DC; a3) an inverter for amplifying the DC; a4) a switching unit for switching and supplying one of the AC and DC, or adjusting a flow direction of one of the AC and DC; a5) a detection unit for detecting one of AC and DC supplied from one of the power supply unit, converter, inverter, and switching unit; a6) a control unit for controlling an energization pattern of one of the converter, inverter, switching unit, and detection unit, or controlling energization of one of the AC and DC; While generating one or more of vibration and magnetic field by the rotation of a rotating body or asymmetric rotating body linked to the rotating shaft of the motor including at least one of; b) or while the case into which the motor is inserted by the rotation generates one or more of vibration and magnetic field; It is an exciter that satisfies condition 18, and condition 16 is a magnetizer that satisfies condition 19 while having an exciter satisfying condition 18 on the side or rear end of the magnetizer that satisfies condition 17, wherein condition 17 generates a magnetic field An exciter satisfying condition 18 while generating a magnetic field and an excitation magnetizer satisfying condition 20 while generating a magnetic field, the condition 18 is a vibrator satisfying condition 21 as excitation, an excitation magnetizer satisfying condition 20, Two or more of the magnetized vibrators that satisfy condition 19 are combined, and the condition 19 generates or alternates between 50 to 99.99% of vibration by the vibrator satisfying condition 21 and 0.01 to 49.99% of vibration by magnetic field among all vibrations or a vibrator continuously occurring, wherein condition 20 is a vibrator satisfying condition 21 while generating a magnetic field in a tube equipped with a case according to condition 15, wherein 21 is the case; The stator or the rotating body according to the above condition 10; It is a magnetized vibrator equipped with a magnetizer in at least one of them, and the condition 22 is a) material magnetization, vibration, excitation, ozone radiation, anion radiation, rotation, mass fluidization, discharge, sterilization, magnetizer, vibrator, vibrator, ozone device , anion group, rotary machine, fluidizer, discharge machine, sterilizer, magnetized material, magnetic field, vibrating material, excitation water, ozone water, anion water, rotating material, fluidized material, electric discharge material, sterilizing material; b) two or more of them are combined or sequentially combined, complex, complex, complex; of x) or y) or one of providing, using, generating, supplying, including, installing, and coating, and the condition 23 is a) A material that has passed through at least one of the multifunction device and the vibrating magnetizer is used , spraying, installing, coating, painting, or b) or at least one of sterilization, disinfection, purification, cleaning, cleaning, washing, washing, washing by a material that has passed through at least one of the above-mentioned multifunction device and vibrating magnetizer, c) or one or more of the above sterilization or washing by one of the above use or painting. The material may include or include water, water, liquid, oil, air, gas, liquid, gas, solid, material, slurry, sludge, the following water or a complex.

The composition is one of compositions 1 and 2, and the composition 1 is stored by the equipment, stored in a silo, input, added through a hopper, added to a mixer through a hopper, mixed, mixed with a mixer, pressurized, pressurized with a press , pumping, pumping pump, transport, pipe transport, transport, transport by vehicle, pour, pour in mold, pour in rebar, pour in rebar in mould, pour underground, pour in underground boring hole, in rebar cage underground Pouring, pouring into the rebar in the underground boring hole, pouring it with a caster, pump car, injection, injection into the mold, injection into the ground, injection, putting into the mold, putting into the ground, putting into the boring hole, putting into the underground boring hole, inserting , insert in the ground, embed, embed in the ground, buy into the ground by crane, drive, drive into the ground by driving machine, injection, injection into the boring hole, grouting, grouting in the ground, mixing in the ground, mixing in the soil, compaction, Compaction with vibrator, curing with curing, curing with curing, curing at the factory, curing in the field, or two or more are sequentially formed, and the composition 2 is soil, hardener, hardener, binder, One or more of mortar, porcelain, cement, ready-mixed concrete, concrete, and base material is one or more of the above storage or curing, or two or more are sequentially formed.

The foundation is one of foundations 1, 2, 3, and 4, and the foundation 1 is a foundation, a pile, a pier, a caisson, a pile foundation, a pier foundation, a caisson foundation, a solidified foundation, a solid foundation, an improved foundation, a reinforcement foundation, a column foundation , Injection Foundation, Spray Foundation, Mixing Foundation, Compaction Foundation, Injection Foundation, Grouting Foundation, Reinforcement Foundation, Expansion Foundation, Edge Foundation, Screw Foundation, Mix Foundation, Seismic Foundation, Surface Foundation, Underground Foundation, Ground Foundation, Facility Foundation , facility support foundation, cement foundation, concrete foundation, plastic foundation, reinforced concrete foundation, PC foundation, PC pile, PHC pile, factory foundation manufactured at the factory, present foundation formed by pouring on site, soil and binder are stirred Mixing foundation to be used, mixed foundation prepared by mixing the ground and solidifying agent, suspended foundation formed by pouring concrete into the ground on site, expanded foundation with a part of the foundation expanded, expanded foundation equipped with an extension plate at the tip, ground grouting It is one of a grouting foundation constructed by It is one of the composite foundation of the non-solidified surrounding ground, the composite foundation of the solidified ground body and the reinforcement, and the composite foundation of the solidified ground and the reinforcement and the ground, and the foundation 4 is one of the foundation, the reinforced foundation, and the composite foundation (2, 3, 4 . , PC pile, PHC pile, concrete pile, one of piles constructed by pouring material into the ground on site, the pier is a foundation with a depth of 15 m or more, the caisson is a foundation with a depth of 20 m or more, and the solidified foundation is the solidified foundation to one of the grouting foundations, the solidifying foundation is a foundation formed by solidifying a binder and soil, and the improved foundation is a foundation formed by improving the ground by putting a certain material or concrete into the ground, and the pillar The foundation is a columnar foundation or a columnar foundation formed by permeating a certain material into the ground, the injection foundation is a foundation formed by injecting a certain material into the ground, and the spraying foundation is a predetermined material is sprayed into the ground It is a formed foundation, the mixing foundation is a foundation formed by mixing solidified materials into the ground, the compaction foundation is a foundation formed by compacting solidified materials into the ground, and the injection foundation is a foundation in which a certain material is injected into the ground It is a foundation formed by the formation of a foundation, and the grouting foundation is a foundation formed by grouting a certain material into the ground, and the reinforcing foundation is a foundation in which one or more of rods, reinforcing bars, and reinforcing materials are inserted, or a foundation (1, 2, 3, 4) , 5, 28) is a foundation in which the reinforcing material 33 is inserted, and the expanded foundation is a foundation with a part or its tip extended, or a plate or a disc on its part or tip, and the side-section foundation is a) the size of the cross section in the longitudinal direction is different, or b) or a part thereof, upper, middle, lower, middle upper, middle lower, front end and middle, between the upper end and the middle, between the upper end and the middle, at least two of them The cross section is different, or c) or at least one of the part between the lower end and the middle thereof is a foundation that is expanded, reduced, gradually expanded, and gradually reduced, and the screw foundation is a foundation equipped with a screw, or a screw It is a foundation that penetrates into the ground with a drive 16, and the mixed foundation is the foundation formed by stirring a certain binder 30 in the ground 31, and the earthquake-resistant foundation is an earthquake reinforcement or earthquake preparation foundation, and the underground The foundation is a foundation (5) formed by mixing a binder (30) in the underground (31) by a foundation (31) or a rod (20) equipped with variable blades (21), and the surface foundation has a thickness At least one of the remaining soil and slime (31. 32) and the binder 30 are agitated and then installed, compacted, and consolidated to form a surface foundation (1), the ground foundation is the foundation formed in the ground (31), and the facility foundation is the foundation for supporting the facility , The facility support foundation is characterized in that it is a foundation installed under the facility to support the facility.

An embodiment of the basic composition equipment in the present invention is equipment that satisfies condition 1 or condition 1 while satisfying at least one of condition 22 and condition 23, wherein conditions 1 to 23 are the same as in Example 1, and the equipment is one of equipment 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19. The equipment 1 is a storage, silo, input machine, hopper, mixer, pressurizer, pump, transfer pipe, transport vehicle, pourer, pump car, injector, input machine, boring machine, crane, driving machine, intruder, injector, grouter, mixer , compactor, vibrator, curing machine, or a combination of two or more sequentially, wherein the equipment 2 is a storage for storing materials, a silo for storing materials, a feeder for putting materials into the mixer, and putting materials into the mixer hopper, mixer for mixing material, pressurizing machine for pressing material, pump for pumping material, conveying pipe for conveying material, transportation vehicle for conveying material, pouring machine for material pouring, pump car for pouring material, material An injector for injecting, an injector for injecting materials, a boring machine for boring the ground, a crane for raising and lowering the foundation, a driving machine for driving the foundation to the ground, a penetrator for penetrating the foundation into the ground, an injector for injecting the material into the ground, and the material At least one of a grouter for grouting the ground, a mixer for mixing the material to the ground, a compactor for compacting the material, a vibrator for vibrating the material, and a curing machine for curing the material, or a combination of two or more in sequence. The material is a material that constitutes or constitutes a foundation. The equipment 3 stores at least one of earth and sand, hardener, hardener, binder, mortar, foundation, cement, ready-mixed concrete, concrete, and base material, stored in a storage, stored in a silo, put in, put into a hopper, put into a mixer, mix , mixing with mixer, pressurizing, pressurizing with adder, pumping, pumping, conveying, conveying by pipe, transporting, transporting by vehicle, pouring, pouring by pourer, pumping in, pouring, pouring by injector, pouring into mold, boring Injection into the ball, injection into the ground, injection, injection into the mold, injection into the soil, boring, boring in the ground, driving, driving by driving, driving in the ground, embedding, embedding in the ground, embedding in the boring hole, embedding with a crane, penetration , penetrating into the ground, penetrating into a boring hole, penetrating with a penetrator, injection, injecting into the ground, grouting, grouting in the ground, mixing, mixing in the ground, mixing with soil and sand, compacting, compacting with a compactor, compacting with a compactor, vibrating, with a vibrator Vibration, curing, is equipment that does one or more of curing with curing, or one or more sequentially, and the equipment 4 performs one or more of the storage or curing of one or more of the soil or base material or two or more sequentially One or more of the storage to the curing period, or two or more are sequentially combined.

The equipment 5 comprises a) a wing 21; b) or a rod 20 equipped with the blade or rotating 27 the blade 21, the blade or rod is equipped with the vibrating magnetizer or multifunction device, and the equipment 6 is the rod 20 It is a rotating means mounted or rotating a rod, wherein one of the equipment 6 and the rotating means is provided with the vibrating magnetizer or multifunction device, and the equipment 7 is mounted on at least one of the rod and rotating means or lowering one or more, ascent, transfer, intrusion, withdrawal; or the descent or pull-out from the ground; It is a moving means (10) for making one of the moving means, the vibrator magnetizer or multifunction device is provided in the moving means, and the equipment 8 includes: a boom (13) of the moving means; an arm (14) connected to its boom; its arm distal end (15); Cradle hitch (15) of this tip; It is at least one of the buckets 16 mounted on the tip or the cradle hitch, and at least one of the equipment 8, boom, and bucket is provided with the vibrating magnetizer or multifunction device, and the equipment 9 is sequentially linked to one of the blades and rods at least two of the hose 64, the pump 63, the blender 62, and the silo 60, and at least one of the equipment 9 and the hose to the silo is provided with the vibrating magnetizer or multifunction device, and the equipment 10 is a binder (30) at least one of the hose, pump, blender, and silo for supplying, pumping, blending, and storage, and at least one of the equipment 10, hose and silo is provided with the vibrating magnetizer or multifunction device, the equipment 11 is the blade 21 or the rod 20 for spraying the binder 30, at least one of the equipment 11, the blade, and the rod is provided with the vibrating magnetizer or the multifunction device, and the equipment 12 is the binder 30 It is at least one of a hole 25, a hole 25, a nozzle 25, and a bit 24 formed in one of the blades and rods, and at least one of the equipment 12 and the hole or bit has the vibrating magnetizer Or a multifunction device is provided, and the equipment 13 is one of a hole 25, a hole 25, and a nozzle 25 formed in the bit 24 for spraying the binder 30, and the equipment 13, the hole or the nozzle At least one of the vibrating magnetizers or multifunction device is provided, and the equipment 14 is at least one of the blades, holes, and bits forming the side-section foundation 5 belonging to the foundation, and the equipment 14, the blades, holes and bits. At least one of the vibrating magnetizers or the multifunction device is provided, and the equipment 15 is a bucket 16 mounted on the backhoe 12 from which at least one of the rod and rotating means is detached, and at least one of the equipment 15 and the bucket has The vibrating magnetizer or multifunction device is provided, the device 16 is a wing mounted inside the bucket 16, and at least one of the device 16 and the wing has the vibrating magnetizer or multifunction device and the equipment 17 is a moving means 12 for forming the surface foundation 1 belonging to the foundation, and one of the equipment 17 and the moving means is provided with the vibrating magnetizer or multifunction device, and the equipment 18 is the equipment 13, a bucket 16 mounted on the arm tip 15 of the moving means, or a wing mounted inside the bucket, and at least one of the equipment 18, the bucket, and the wing is provided with the vibrating magnetizer or multifunction device, , The device 19 is a moving means 11 for inserting the reinforcement 33 into the foundation, and the device 19 and one of the moving means is characterized in that the vibrating magnetizer or the multifunction device is provided.

Base 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, and the like. The foundation 1 is a foundation, a pile, a pier, a solidified body, a solidified body, an improved body, a reinforcement body, an injection body, a spray body, a mixing body, a compact body, an injection body, a grouting body, a reinforcement foundation, a screw foundation, a mixed foundation, an earthquake-resistant foundation , underground foundation, surface foundation, underground foundation, underground foundation, medium foundation, deep foundation, ground foundation, facility foundation, facility support foundation, surface foundation with a thickness of 2 m or less, medium foundation with a depth of 15 m or less, a deep foundation with a depth of 15 m or more And, the foundation includes at least one of the foundation - a deep foundation of 15 m or more in depth, and the pile is a factory-made pile, or a PC foundation, PC pile, PHC pile, or concrete pile, and the pier is a depth of 15 m or more. a deep foundation, the solidified body is one of the solidified body to the grouting body, the solidified body is a foundation formed by consolidating a binder and soil, the improved body is a foundation formed by putting materials into the ground, and the reinforcement body is a solid The fire is a foundation formed by pouring into the ground, the pillar is a foundation formed by penetrating the material into the ground, the injection body is a foundation formed by injecting a material into the ground, and the spray body is a material sprayed into the ground The mixing body is a foundation formed by mixing solidification materials into the ground, the compaction body is a foundation formed by compacting solidification materials into the ground, and the injection body is a composition in which materials are injected into the ground and the grouting body is a foundation formed by grouting the material into the ground, and the reinforcement foundation is a foundation in which a reinforcement is inserted, or a reinforcement 33 in the foundation 1, 2, 3, 4, 5, 28 It is an inserted foundation, the screw foundation is a foundation formed by using a screw drive 16, the expanded plate foundation is an expanded plate reinforcement foundation or an expansion plate mounting pile, and the mixed foundation has a certain binder 30 and a ground 31 is the foundation created by being stirred in, the mixing foundation is the foundation formed by mixing a certain binder 30 in the ground 31, the earthquake-resistant foundation is an earthquake reinforcement or earthquake preparation foundation, and the underground foundation is underground (31) the foundation laid down, Or a base 5 formed by mixing the binder 30 in the underground 31 by the rod 20 equipped with the variable blade 21, and the surface layer foundation is a surface foundation with a thickness of 2 m or less, or a foundation (2, At least one (31. 32) and the binder 30 are agitated and then installed, compacted, and consolidated to form a surface foundation (1), the ground foundation is a foundation formed in the ground (31), and the facility foundation is a foundation for supporting the facility , The facility support foundation is a foundation installed under the facility to support the facility, and the surface layer foundation is a surface layer foundation mounted on top of an underground foundation, or a surface layer foundation having a certain thickness, or a foundation composed of a surface solidified body, The cylindrical foundation is an underground cylindrical foundation or a cylindrical foundation (2) formed by injecting the binder 30 into the ground 31, and the cone foundation is a) an underground cone foundation, b) or the center of itself (3). Cone base (3), c) whose cross section is gradually reduced along the axial direction, or cone part formed by using two or more variable blades that are shorter and shorter than two or more identical blades used in the composition of the cylindrical base the base of the tail is smaller than the diameter of one of the cylindrical part 2, the cone part 3, the cone part upper end 3-1, and the cone part middle 3-2, or the cone part lower end 3-3 ) of a cylindrical tail 4 with a diameter equal to the diameter of the base 5 .

The foundation 2 is one of a composite foundation of a solidified body and a non-solidified surrounding ground, a composite foundation of a solidified body and a reinforcement, and a composite foundation of a solidified body and a reinforcement and the ground, and the foundation 3 is a) a wing 21; b) a toothed rod 20; c) rotating means (16) for rotating the rod (20); d) a moving means provided with at least one of the blades and rotating means; Composition by consolidation of one or more of binder 30 and soil 31, residual soil 31, sand soil 31, ground 31, slime 32, and reinforcing material inputted by equipment composed of one or more of In the foundation 3, the wing or rod is provided with the vibrating magnetizer or the multifunction device, and the foundation 4 is one of the foundations 1, 2, 3, 4, 5, 28 and the surrounding ground or original ground ( 31), the foundation 5 is a reinforced foundation in which a reinforcing material 33 is inserted into one of the foundations 1, 2, 3, 4, 5, 28, and the foundation 6 is one of the foundations ( 1, 2, 3, 4, 5, 28), a reinforcing material 33, and a ground 31 are composite foundations, and the foundation 7 is among the soil, residual soil, sand soil, and slime generated during the composition of one of the foundations. At least one and the binder 30 are agitated and then installed, compacted, and consolidated to form a surface layer foundation (1), and the foundation 8 is one of the foundation, reinforced foundation, and composite foundation (2, 3, 4, 5, 28). ) and the surface layer foundation (1) above it, and the foundation 9 is a solidified body at the subterranean cross-section formed by stirring the ground and a binder containing by-products by means of blades.

The foundation 10 is a surface layer compacted solidified body (1) in which residual soil, sand, slime (31, 32) and binder (30) generated during the composition of the solidified body (5, 28) and the binder (30) are stirred by the backhoe bucket (12) and the foundation 11 is a combination of two of the side-section solidified body 5 and the compacted solidified body 1 formed thereon, and the foundation 12 is a) the solidified body 5 and its surrounding non-solidified raw ground ( 31) a composite foundation composed of; b) a reinforcing base in which the reinforcing material 33 is inserted into the solidified body (1, 5); c) a composite foundation composed of two or more of the solidified body (1, 5), the reinforcing material (33), and the ground (31); one of, the base 13 is a) a cylindrical portion (2); b) a cone part 3 whose diameter or cross-section is gradually reduced along the central axis direction of itself (3); c) a diameter smaller than or equal to the diameter of one of the cylindrical part 2, the cone part 3, the cone part top 3-1, and the cone part middle 3-2, or the same diameter as the cone part bottom 3-3 Cylindrical tail with a (4); It is a columnar foundation 5 composed of two or more in order, and the foundation 14 is a) two or more equal-length blades 21 (21a in FIG. 1, FIG. 21a in 3b, 21a in FIGS. 4a and f, 21a in FIG. 5d, 21c in FIG. 19b, etc.); b) two or more variable-length blades 21 having a length shorter than the length by stirring the binder and the ground to form the cone part 3 (21b in FIG. 1, 21b in FIG. 3b, FIGS. 4a and f 21b of FIG. 5d, 21b of FIG. 19b, etc.); c) two or more equal-length blades 21 (21c in FIG. 1, 21c in FIG. 3b, FIG. 4) having a length shorter than the length of the two by stirring the binder and the ground for the composition of the tail part 4 21c in a and f, 21c in FIG. 5d, 21a in FIG. 19b, etc.); a columnar foundation (5, 28) composed of two or more of the cylindrical part (2), cone part (3), and tail part (4) formed by using at least one of a) wing, b) of the foundation 14 wing. c) at least one of the blades is provided with the vibrator magnetizer or the multifunction device, and the base 15 is the upper part of one of the cylindrical, cone, tail, base, and column-shaped columns (2, 3, 4, 5, 28) In the backhoe, one or more of the binder and soil, soil, residual soil, slime, and reinforcing materials are installed by at least one of agitation, laying, and compaction by at least one of the buckets, and the bucket of the foundation 15 is provided with the vibrating magnetizer or multifunction device, and the foundation 16 is residual soil generated when one of the cylindrical, cone, tail, foundation, and column-shaped columns (2, 3, 4, 5, 28) is formed ( 31), sand, and at least one of the slime 32 is a surface-layer foundation (1) used, and the foundation 17 is a columnar foundation (5) formed of at least one of the cylindrical part, the cone part, and the tail part and the surface layer. It is a composite foundation composed of a type foundation (1), the foundation 18 is a composite foundation composed of the column type foundation (5) and a surface type foundation (1) installed on the upper part thereof, and the foundation 19 is the cylindrical part, the cone part, It is a reinforcing foundation in which the reinforcing material 33 is put into one or more of the tail, foundation, column, surface layer, and surface layer type.

The base 20 includes: a) a rod 20 on which a wing 21 is mounted; b) the hole (25) of the rod, the nozzle (25), the bit (24), the rotating means (16); c) the arm 14 on which the rotating means is mounted; d) a boom 13 with its arms; e) a fork crane 10 equipped with at least one of the rods and booms; f) a device 11 for introducing the reinforcement 33; It is the foundation (1, 2, 3, 4, 5, 28) constructed by using equipment composed of one or more of the Equipment consisting of at least one of a supply hose 64, a pump 63, a blender 62, a hopper 61, and a silo 60 sequentially connected to the rod 20 is used for the foundation 21 at least one of the rods, supply hoses and silos in the foundation 21 is provided with the vibrating magnetizer or multifunction device, and the foundation 22 is at least one of the blades, equipment, rods or fork cranes, hoses and silos a) a vibrating magnetizer 82; b) or the foundation (1, 2, 3, 4, 5, 28) formed using equipment equipped with a vibrating magnetizer for vibrating magnetizing the binder, and the foundation 23 is the binder 30 used for the composition of the foundation. ); a binder 30 supplied through the equipment; The binder slurry 30 blended in the blender; the slurry 30 sprayed through the nozzle 25; the rod 20 rotated by the rotating means; The blade 21 rotates by the rotation; agitation by the blades; a bucket 16 mounted on a certain backhoe 12; agitation by its bucket; It is the foundation formed by one or more of the above, and in the foundation 23, one of the vibrator magnetizer and the composite machine is mounted on the binder, and the foundation 24 is soil 31, soil, residual soil, ground, slime 32, solidification material. , reinforcing material 33, the binder 30, is the foundation formed by at least one of agitation and curing of one or more of the slurry, and the foundation 25 is the columnar foundation formed by stirring of the blades 21 ( 2, 3, 4, 5, 28) and a surface-layer foundation (1) formed by agitation of the bucket (16) mounted on the backhoe (12), and in the foundation 25, one of the wings and the bucket Above, the vibrating magnetizer or composite machine is provided, and the foundation 26 is a surface-layer foundation (1) formed by stirring of a bucket, and a column-type foundation (2, 3, 4, 5, 28) formed by stirring of the blades. one of, wherein the foundation 27 is a foundation composed of two or more of the surface layer part, the cylindrical part, the cone part, and the tail part, and the foundation 28 is the surface layer part and the cylindrical part, the surface part and the cone part, the surface layer part and the tail part, the cylindrical part and the cone part, and a cylinder It is a composite foundation consisting of one of a part and a tail, a cone and a tail, a surface part and a cylindrical part and a cone part, a surface part and a cylindrical part and a tail part, a cylindrical part and a cone part and a tail part, a surface part, a cylindrical part, a cone part and a tail part, Foundation 29 has a) depth of less than 15m, 5~15m; b) The tip is mounted on the weathered soil layer, the weathered rock layer, and the N level 18~35 strata; At least one of the above is the basis, and the N value is calculated by a standard penetration test.

The foundation 30 is mounted on a stratum in which the side cross-section or the column-shaped upper equal cross-section (2) has an N value of 15 to 30, and the lower equal cross-section (4) having a smaller diameter than the same cross-section is a strata with an N value of 18 to 35 Cone cross section 3, which is intermediate between the upper part and the lower part, is the foundation that is at least one of burial in the stratum with an N value of 16 to 32, and the foundation 31 is a building with 8 stories or less placed on top of itself, 25 to 45 tons / is the foundation supporting one of the load facilities of m2 or less, the load structure of 250-450 kN/m2 or less, and the foundation 32 is generated at the time of the composition or by the composition of the foundation (2, 3, 4, 5, 28). It is the surface layer foundation 1 containing one or more of the generated soil, residual soil, sand soil, and slime, and the foundation 33 is one of binder, soil, residual soil, sand soil, slime, and reinforcement material by rotation 27 of the blade 21 The above is a surface layer foundation (1) formed by laying, compacting, and consolidating after stirring, and the foundation 34 is a backhoe (12), a bucket (16) mounted thereon, a wing mounted inside the bucket, and mounted inside the bucket It is the surface layer foundation (1) formed by laying, compacting, and consolidating after at least one of binder, soil, residual soil, sand, slime, and reinforcing material is stirred by one or more of the rotary blades, and the foundation 35 is the formation, stirring , is the foundation formed by stirring at least one of binder, soil, soil, residual soil, ground, slime, and reinforcing material by a blade during one of the injections, and the foundation 36 is a binder vibrating magnetized by the vibrating magnetizer 70 (30) is the base composition, and the base 37 is a hydration reagent containing Ca component in the binder 30, hydration fixing agent containing Na component, silica material containing Al component, Ti component At least one of a catalyst containing this, a sol-gel agent containing H component, a trapping agent containing Si component, carbonation agent containing Mg component, by-product agent containing Fe component, and cell-containing individual growth agent. The base is the base, and the base 38 is based on 100 parts by weight of the binder 30 in its entirety. W 60 to 80 parts by weight of the hydration reagent, 5 to 10 parts by weight of the hydration fixing agent, 4 to 7 parts by weight of the silica agent, 1 to 3 parts by weight of the sol-gel agent, 6 to 12 parts by weight of the collecting agent, and the carbonic acid It is the above foundation containing at least one of 4 to 8 parts by weight of the topic, and the foundation 39 is its N value of 15 to 35; strength 25-45 ton/m2; Strength 25~45ton/m2 × safety factor, or (25×1.1~3.0)ton/m2 ∼ (45×1.1~3.0)ton/m2, which is a value calculated by 1.1~3.0; Maximum strength 100ton/m2; One of the above is the basis.

The foundation 40 is the surface foundation mounted on one of the foundation, the underground foundation, the medium foundation, and the deep foundation, and the foundation 41 is a composite consisting of one of the foundation, the underground foundation, the medium foundation, and the deep foundation and the surface foundation a foundation, wherein the foundation 42 is a composite foundation composed of one of the foundation, the underground foundation, the intermediate foundation, and the deep foundation and its surrounding non-solidified ground or raw ground 31, and the foundation 43 is the foundation, the underground foundation, the medium foundation , is a composite foundation composed of one of the deep foundations and the uninjected ground, and the foundation 44 is a reinforced foundation formed by permanently maintaining the rod 20 for spraying the binder 30 in the ground, and the foundation 45 is It is a reinforcement foundation composed of one of the solidified body to the grouting body (2, 3, 4, 5, 28) and the rod 20 inserted therein, and the foundation 46 is the rod 20 permanently placed in the ground and its periphery. is a reinforcing foundation composed of one (2, 3, 4, 5, 28) of the solidified body to the grouting body formed in the A reinforcing foundation configured, the foundation 48 is the foundation into which the reinforcing material is inserted by means of a moving means, and the foundation 49 is a reinforcing material including a reinforcing material with a plate, a reinforcing material with an extension plate, a reinforcing material with an extension plate connected to itself by bolts, and a protrusion At least one of the stiffeners is the foundation.

The foundation 50 has its own a) depth of 15 m or more, 100 m or less, 15-100 m by the reinforcing material 33; b) The tip is placed on the bedrock, placed on the soft rock, placed on the strata with an N value of 30 or higher, placed on a strata with an N value of 100 or less, and placed on a strata with an N value of 50 to 100; one or more of the foundation, and the foundation 51 is one of earthquake-resistant facilities, 8-story buildings or more, 100-story buildings or less, 25-45 ton/m2 or more load facilities, and 250-450 kN/m2 or more load structures by the reinforcing material 33 is the foundation supporting the, and the foundation 52 is a combination of the solidified body (2, 3, 4, 5, 28) and the unsolidified ground 31, the solidified body and its surrounding ground or original ground, a combination of the solidified body and the rod, One of a combination of a solidified body and a reinforcing material, a combination of a solidified body and a screw, a solidified body and a rod and the ground, a solidified body and a reinforcing material and a ground, and a solidified body and a screw and a ground, wherein the foundation 53 is a composite foundation which is the combination, The foundation 54 is the foundation formed by stirring one or more base materials of the ground and slime, and one or more binders, admixtures, by-products, microorganisms, or vibrating magnetization-treated binders by means of a blade, and the foundation 55 is a wall, a column , support, support, support, reinforcement, improvement, repair, waterproofing, waterproofing, permeability, barrier, filtration, reaction, purification, imperviousness, retaining wall, clogging, basement wall, continuous wall, reactive permeable, underground continuous wall the foundation, and the foundation 56 is composed of primary, secondary, tertiary and quaternary support layers, a) the primary support layer 1 is discharged when the secondary, tertiary, and quaternary support layers are formed It is a support layer mounted on top of the secondary support layer, which is composed by stirring at least one of soil, residual soil, sand soil, and slime to be used and a binder, b) The secondary support layer 2 is a binder by a rotating rod equipped with wings. is a support layer on the upper portion of the side-section solidified layer formed by stirring in the ground or a portion corresponding to the same cross-section on the upper portion, c) The tertiary support layer 3 is on the cone cross-section between the second support layer and the fourth support layer It is a support layer of the corresponding part, d) the quaternary support layer 4 is the lower part of the side-section solidified layer or the same cross-section under it, and is a support layer of the part corresponding to the same cross-section having a smaller diameter than the second same cross-section. the foundation, wherein the foundation 57 is The cross section is a) Upper and lower lateral section, upper middle and lower lateral section, dot axial section, incremented section, accumulating section after accumulating, axial section after accumulating, accumulating and accumulating cross-section, same-dot-axial section, same accumulating and accumulating section, same later dotted axis After the same cross-section, the same cross-section after the same cone shape, b) The same cross-section column and the cone cross-section at its lower portion and the same cross-sectional column with a smaller diameter than the same cross-section at the lower portion, c) the same cross-section column and its One of the same cross-section after the same cross-section from the upper and lower sides of the cone cross-section at the lower portion and the same cross-section at the lower portion of the same cross-section having a smaller diameter than the same cross-section, d) or one of the shaft, length, column, and the rod is the foundation, and the foundation 58 is a foundation having an average or reduced adhesive force or internal friction angle of two or more of the solidified body, the reinforcing material, and the ground.

The average adhesive force or internal friction angle is based on one of the calculations a, b, and c, and the calculation a is (the adhesive strength or internal friction angle of the solidified body (referred to as p1) + the adhesive force or internal friction angle of the ground (referred to as p2)) It is calculated as ÷ 2, and the calculation b is calculated as (the p1 + the adhesive force or the internal friction angle (referred to as p3) of the reinforcing material) ÷ 2, and the calculation c is (the p1 + the p2 + the p3) ÷ 3 It is calculated, and the adhesive force or internal friction angle of the conversion is based on one of calculations 1, 2, 3, 4, 5, 6, 7, 8, 9, and the calculation 1 is (the p1 × the area of the solidified body (referred to as A1) ) + the p2 × the area of the ground (referred to as A2)) ÷ (the A1 + the A2), and the calculation 2 is (the p1 × the A1 + the p3 × the area of the reinforcement (referred to as A3)) ) ÷ (the A1 + the A3), and the calculation 3 is calculated as (the p1 × the A1 + the p2 × the A2 + the p3 × the A3) ÷ (the A1 + the A2 + the A3) and , the calculation 4 is calculated as (the p1 × the volume of the solidified body (referred to as V1) + the p2 × the volume of the ground (referred to as V2)) ÷ (the V1 + the V2), and the calculation 5 is (referred to as V2) p1 × the V1 + the p3 × the volume of the reinforcement (referred to as V3)) ÷ (the V1 + the V3), the calculation 6 is (the p1 × the V1 + the p2 × the V2 + the p3 × The above V3) ÷ (the V1 + the V2 + the V3), and the calculation 7 is (the p1 × the area of the solidified body relative to the rotating rod direction (referred to as A11) + the p2 × the rotating rod) The area of the ground relative to the direction (referred to as A21)) ÷ (the A11 + the A21), and the calculation 8 is (the p1 × the A11 + the p3 × the rotational force) is calculated as the area of the reinforcement with respect to the rod direction (referred to as A31)) ÷ (the A11 + the A31), and the calculation 9 is (the p1 × the A11 + the p2 × the A21 + the p3 × the A31) ÷ (the A11 + the A21 + the A31), the adhesive force is t/m ² , the internal friction angle has a unit or physical quantity of degrees (°), and the bearing force of the foundation is at least one of Terzaghi, Meyerhof, and Hansen It is calculated using the bearing capacity formula.

The Terzaghi bearing capacity formula is q _u = αcN _c + βBr ₁ N _r + r ₂ D _f N _q , and the Meyerhof bearing capacity formula is q _u = αcN _c F _cs F _cd F _ci + βr ₁ BN _r F _rs F _rd F _ri + r ₂ D _f N _q F _qs F _qd F _qi , The above Hansen bearing capacity formula is q _u = αcN _c s _c d _c i _c g _c b _c + βr ₁ BN _r s _r d _r i _r g _c b _r + r ₂ D _f N _q s _q d _q i _q g _c b _q , where q _u = bearing capacity of the foundation; α = basic shape factor; β = basic shape factor; B = base width; c = adhesion; Df = depth of penetration of the foundation; Wherein Nc, Nr, Nq = bearing force coefficient; The Fcs, Frs, Fqs = shape factor; The Fcd, Frd, Fqd = depth coefficient; Wherein Fci, Fri, Fqi = slope coefficient; Wherein sc, sr, sq = shape factor; where dc, dr, dq = depth coefficient; where ic, ir, iq = slope coefficient; Wherein gc, gr, gq = ground coefficient; Wherein bc, br, bq = bottom slope coefficient; , and the ultimate bearing capacity of the foundation is one of the 1 bearing capacity, 2 average bearing capacity, and 3 average bearing capacity calculated above, and the allowable bearing capacity of the foundation is q _ㅁ = q where the ultimate bearing capacity is the safety factor (F _s ) _u / F _s or q _ㅁ = q _u / 3 and the amount of settlement of one (40) of the facilities, buildings, and structures supported by the foundation is the formula S = q·B·(1-μ ² )/E·I _w , the formula S by the load test using the ground material property S = S ₃₀ ㆍ(2B/(B+0.3)) ² , the formula by N value S = 0.4ㆍ(P _o /N)ㆍHㆍlog(P _o +ΔP)/P _o or two or more average settlement amounts, where q = load strength acting on the foundation or load strength of the facility, B = foundation width, μ = Poisson's ratio of the ground, E = elastic modulus of the ground, I _w = effect value by settlement, S ₃₀ = the amount of settlement of the loaded plate during the loading test, H = the thickness of the soil layer, P _o = the effective overhead load of the ground, and ΔP = the increase in the vertical stress due to the load of the facility.

Foundation, material, equipment, facility, pile, solidified body, grouting body, reinforcing foundation, screw foundation, expanded plate foundation of the present invention; foundation construction equipment; and the like are as described in Application Examples 1 to 13 and the like. The basis of the present invention is, according to Application Example 1, a foundation constructed by using equipment satisfying condition 1, wherein condition 1 includes a multifunction device satisfying condition 2, and condition 2 is magnetization satisfying condition 3 A vibrator, a vibrator that satisfies condition 4, and a magnetized vibrator that satisfies condition 5 (Fig. 18b) are combined, the condition 3 is that the magnetizer 81 satisfying condition 6 is provided, and the condition 4 is The magnetizer 81 satisfying condition 7 is provided, the condition 5 is the case 90 ( FIG. 18b ) satisfying condition 8 is provided, and condition 6 is the case 90 and FIG. 18b satisfying condition 9 ), the condition 7 is provided on the side or the rear end of the vibrator 80, and the condition 8 is the magnetizer 81, its attachment plate 68, and the magnetizer 81 spaced apart from its attachment plate. ) is inherent, the condition 9 is to vibrate by the rotation of the following rotating body while satisfying condition 10, and the condition 10 is a stator 91 inside, a rotor 92 connected to its stator 92, its rotor rotation shaft (93), a bearing provided above and below the rotation shaft thereof, a rotation body 94 or an asymmetric rotation body 94 mounted on the rotor or rotation shaft, is inherent, and the foundation is a) installed by the equipment, or b) Alternatively, it is characterized in that the composition is made by using b1) vibromagnetized material, b2), or a material injected into the ground while vibrating magnetized by the multifunction device.

According to Application Example 2, the foundation composition equipment of the present invention is an equipment for forming a foundation while satisfying condition 1, wherein conditions 1 to 10 are the same as those of application example 1, and the condition 11 is a magnetic field satisfying condition 12 is 1 The difference is generated, the vibration satisfying condition 13 is generated secondarily, the magnetic field satisfying condition 14 is generated tertiary, the condition 12 is 1,000 to 20,000 Gauss, and the condition 13 is before the generation of the primary magnetic field It is due to the magnetizer in (front) and in the middle (middle), and the condition 14 is due to the excitation period before and during the occurrence of the vibration.

According to Application Example 3, the foundation composition equipment of the present invention is an equipment for forming a foundation while satisfying Condition 1, wherein Conditions 1 to 14 are the same as in Application Example 2, and the condition 15 is a) a1) providing AC power supply unit 71; a2) a converter 72 for converting the AC to DC; a3) an inverter 73 for amplifying the DC; a4) a switching unit 74 for switching and supplying one of the AC and DC, or adjusting a flow direction of one of the AC and DC; a5) a detection unit 75 for detecting one of AC and DC supplied from one of the power supply unit, converter, inverter, and switching unit; a6) a control unit (76) for controlling an energization pattern of one of the converter, inverter, switching unit, and detection unit, or controlling energization of one of the AC and DC; generating one or more of vibration and magnetic field by rotation of the rotating body 94 or the asymmetric rotating body 94 connected to the rotating shaft 93 of the motor 77 including at least one of; b) or the case 90 into which the motor is inserted by the rotation generates at least one of vibration and a magnetic field; The vibrator is a vibrator, and the condition 16 is a vibrator provided with a magnetizer 81 on the side or rear end of the vibrator 80, a vibrator magnetizer with a magnetizer 81 on the side or rear end of the vibrator 80, and a magnetizer 81 ) is a combination of two or more of a magnetizer having a vibrator 80 on the side or rear end, a magnetizer having an exciter on the side or rear end of the magnetizer, and the condition 17 is a magnetizer, a vibrator, and an excitation It is a combination of two or more of the following:

The foundation composition equipment of the present invention is, according to Application Example 4, an equipment for forming a foundation while satisfying Condition 1, wherein Conditions 1 to 16 are the same as those of Application Example 3, and the condition 17 is an excitation magnetizer and a magnetic field generating a magnetic field. An exciter satisfying condition 18 while generating , condition 18 is a combination of two or more of an excitation vibrator, a magnetizer, an exciter, an excitation magnetizer, a magnetizer, a vibrator magnetizer, and a magnetization vibrator.

The basis of the present invention is, according to Application Example 5, a) equipment satisfying condition 1; b) or a material that satisfies condition 20, a binder; As a foundation constructed by using one or more of the conditions 1 to 14 are the same as above, and the equipment includes: a) a moving means (10); b) a rotating means 16 provided therein; c) a rod 20 that satisfies condition 15 while being mounted on the rotating means; d) a wing 21 that satisfies condition 16 while being provided on the rod 20; e) a supply hose 64 that satisfies condition 17, a pump 63 that satisfies condition 17, a blender 62 that satisfies condition 18, and a hopper that satisfies condition 19 ( 61), a storage or silo (60) that satisfies condition 19; or f) a bucket 16 mounted on the moving means; g) a wing that satisfies condition 16 while being mounted inside the bucket 16; g) a penetrator for inserting a reinforcement (33) into the foundation; wherein the condition 15 is that one of the vibrator, the magnetizer, and the vibrator is provided, the condition 16 is that the excitation magnetizer is provided, and the condition 17 is that the magnetizer is provided, The condition 18 is that the vibrator is provided, the condition 19 is that the magnetized vibrator is provided, the condition 20 is that one of the vibrator or the magnetized vibrator is installed while the condition 21 is satisfied, and the condition 21 is the condition 22 satisfies the vibration magnetization by the composite machine or vibrator or is injected into the ground while vibrating magnetization, and the condition 22 is a) 60 to 80 parts by weight of a hydration reagent containing Ca component based on 100 parts by weight of its own , 5-10 parts by weight of a hydration binder containing Na component, 4-7 parts by weight of silica containing Al component, 1-3 parts by weight of sol-gel containing H component, 6- 12 parts by weight, at least one of 4 to 8 parts by weight of a carbonation agent containing Mg component, and b) at least one of reinforcing materials, admixtures, solidifying materials, by-products, and microorganisms, the basis of which is foundation 1, 2, 3, It is one of 4, and the foundation 1 is a foundation, a pile, a pier, a solidified body, a solidified body, an improved body, a reinforcement body, an injection body, a spray body, a mixing body, a compact body, an injection body, a grouting body, a reinforcement foundation, a screw foundation, Mixed foundation, earthquake-resistant foundation, surface foundation, underground foundation, ground foundation, facility foundation, and facility support foundation, wherein the foundation 2 is one of a surface foundation with a thickness of 2 m or less, a medium-layer foundation with a depth of 15 m or less, and a deep foundation with a depth of 15 m or more And, the foundation 3 is one of the composite foundation of the solidified body and the non-solidified surrounding ground, the composite foundation of the solidified body and the reinforcement, and the composite foundation of the solidified body and the reinforcement and the ground, and the foundation 4 is one of the foundation, the reinforced foundation, and the composite foundation (2, 3, 4, 5, 28) and a composite foundation consisting of a surface foundation (1) of the upper part, and the foundation includes at least one of the foundation or the facility supporting foundation, and the pile is a pile manufactured in a factory , or PC-based, PC pile, PHC pile, or concrete pile, the pier is a deep foundation of 15 m or more in depth, the solidified body is one of the solidified body or the grouting body, and the solidified body is a foundation formed by solidifying a binder and soil, and the improved body is a foundation formed by putting material into the ground, the reinforcement body is a foundation formed by pouring a solidified material into the ground, the column body is a foundation formed by penetrating the material into the ground, and the injection body is a foundation formed by injecting a material into the ground is a foundation formed by injecting into the ground, the injection body is a foundation formed by spraying a material into the ground, the mixing body is a foundation formed by mixing solidification materials into the ground, and the compaction body is a compaction body with solidification materials compacted into the ground The foundation is formed as a result, the injection body is a foundation formed by injecting a material into the ground, the grouting body is a foundation formed by grouting the material into the ground, and the reinforcing foundation is a foundation in which a reinforcing material is inserted, or a foundation (1 , 2, 3, 4, 5, 28) is a foundation in which the reinforcing material 33 is inserted, the screw foundation is a foundation formed by using a screw drive 16, and the mixed foundation is a foundation having a certain binder 30 The foundation is agitated in the ground 31, and the earthquake-resistant foundation is an earthquake reinforcement or earthquake preparation foundation, and the underground foundation is a foundation formed in the underground 31, or a rod 20 equipped with variable blades 21. ) is a foundation 5 formed by mixing the binder 30 in the underground 31 by At least one of the generated residual soil and slime (31. 32) and the binder 30 are agitated and then installed, compacted, and consolidated to form a surface foundation (1), the ground foundation is a foundation formed in the ground (31), and the facility foundation is a foundation for supporting the facility , The facility support foundation is a foundation installed under the facility to support the facility.

The foundation of the present invention is, according to Application Example 6, a foundation constructed using equipment satisfying condition 1, wherein conditions 1 to 18 are the same as above, and the foundation is a) installed by the equipment, b) or The composition is made by using b1) vibromagnetized material, b2) vibratory magnetized material, or material injected into the ground while vibrating.

According to Application Example 7, the foundation composition equipment of the present invention is an equipment for forming a foundation while satisfying condition 1, wherein condition 1 is one of a multifunction device that satisfies condition 2 and a vibrating magnetizer that satisfies condition 15 while satisfying condition 11 The above is included, and the condition 2 is a magnetized vibrator that satisfies condition 3 while satisfying condition 16, a vibrating vibrator that satisfies condition 15 while satisfying condition 4, and a magnetization vibrator that satisfies condition 16 while satisfying condition 5 (FIG. 18b) is a combination, the condition 3 is that the magnetizer 81 satisfying condition 17 while satisfying condition 6 is provided, and condition 4 is the magnetizer satisfying condition 17 while satisfying condition 7 ( 81) is provided, the condition 5 is that the case 90 ( FIG. 18b ) satisfying condition 8 is provided, and the condition 6 is provided in the case 90 ( FIG. 18b ) satisfying condition 9, and Condition 7 is to be provided on the side or rear end of the vibrator 80 satisfying condition 18, and condition 8 is to be spaced apart from the magnetizer 81 and its attachment plate 68 and its attachment plate that satisfy condition 17. The magnetizer 81 that satisfies 17 is built-in, the condition 9 is to vibrate by the rotation of the following rotating body while satisfying the condition 10, and the condition 10 is the stator 91 inside, which is linked to the stator The rotor 92, its rotor rotating shaft 93, bearings provided above and below the rotating shaft thereof, the rotating body 94 or the asymmetric rotating body 94 mounted on the rotor or rotating shaft are inherent, and the condition 11 is the condition 12 A magnetic field that satisfies is first generated, a vibration that satisfies condition 13 is generated secondarily, and a magnetic field that satisfies condition 14 is generated thirdly, the condition 12 is 1,000 to 20,000 Gauss, and the condition 13 is the It is due to the magnetizer satisfying condition 17 before and during the generation of the primary magnetic field, and the condition 14 is due to the exciter satisfying condition 18 before and during the generation of the vibration. is by, The condition 15 is a) a1) a power supply unit 71 for providing AC; a2) a converter 72 for converting the AC to DC; a3) an inverter 73 for amplifying the DC; a4) a switching unit 74 for switching and supplying one of the AC and DC, or adjusting a flow direction of one of the AC and DC; a5) a detection unit 75 for detecting one of AC and DC supplied from one of the power supply unit, converter, inverter, and switching unit; a6) a control unit (76) for controlling an energization pattern of one of the converter, inverter, switching unit, and detection unit, or controlling energization of one of the AC and DC; while generating one or more of vibration and magnetic field by rotation of the rotating body 94 or the asymmetric rotating body 94 linked to the rotating shaft 93 of the motor 77 including at least one of; b) or while the case 90 into which the motor is inserted by the rotation generates at least one of vibration and a magnetic field; It is an exciter that satisfies condition 18, and condition 16 is a magnetizer that satisfies condition 19 while an exciter satisfying condition 18 is provided on the side or rear end of the magnetizer satisfying condition 17, and condition 17 generates a magnetic field It is a combination of an excitation magnetizer satisfying condition 20 and an exciter satisfying condition 18 while generating a magnetic field, and the condition 18 is an excitation vibrator, a magnetizer, an exciter, an excitation magnetizer satisfying condition 20, and condition 19 Two or more of the satisfied magnetized vibrator, vibrating magnetizer, and magnetized vibrator are combined, and the condition 19 above generates or alternates or sustains 50 to 99.99% of vibration by vibrator and 0.01 to 49.99% of vibration by magnetic field among all vibrations. It is an excitation magnetizer that is generated, and the condition 20 is an excitation magnetizer that generates a magnetic field in the tube provided with the case 90 described in the condition 15 above.

According to Application Example 8, the foundation composition equipment of the present invention is an equipment for forming a foundation while satisfying condition 1, wherein condition 1 is one of a multifunction device that satisfies condition 2 and a vibrating magnetizer that satisfies condition 15 while satisfying condition 11 The above is included, and the condition 2 is a magnetized vibrator that satisfies condition 3 while satisfying condition 16, a vibrating vibrator that satisfies condition 15 while satisfying condition 4, and a magnetization vibrator that satisfies condition 16 while satisfying condition 5 (Fig. 18b) is combined, the condition 3 is that the magnetizer 81 satisfying condition 17 is provided while condition 6 is satisfied, and condition 4 is the magnetizer 81 satisfying condition 17 while satisfying condition 7 is provided, the condition 5 is that the case 90 ( FIG. 18b ) satisfying the condition 8 is provided, the condition 6 is provided in the case 90 ( FIG. 18b ) satisfying the condition 9, and the condition 7 is provided on the side or the rear end of the vibrator 80 satisfying condition 18, and condition 8 satisfies condition 17 while being spaced apart from the magnetizer 81 and its attachment plate 68 and its attachment plate satisfying condition 17 A magnetizer 81 that satisfies is built-in, the condition 9 is to vibrate by the rotation of the following rotating body while satisfying condition 10, and the condition 10 is a stator 91 inside, a rotor connected to the stator ( 92), its rotor rotating shaft 93, bearings provided above and below the rotating shaft thereof, and a rotating body 94 or asymmetric rotating body 94 mounted on the rotor or rotating shaft are inherent, and the condition 11 satisfies the condition 12 A magnetic field that satisfies condition 13 is generated first, a vibration satisfying condition 13 is generated secondarily, and a magnetic field satisfying condition 14 is generated thirdly, the condition 12 is 1,000 to 20,000 Gauss, and the condition 13 is the first It is due to the magnetizer satisfying condition 17 before and during the generation of the magnetic field, and the condition 14 is due to the exciter satisfying condition 18 before and during the generation of the vibration. , remind Condition 15 is a) a1) a power supply unit 71 providing AC; a2) a converter 72 for converting the AC to DC; a3) an inverter 73 for amplifying the DC; a4) a switching unit 74 for switching and supplying one of the AC and DC, or adjusting a flow direction of one of the AC and DC; a5) a detection unit 75 for detecting one of AC and DC supplied from one of the power supply unit, converter, inverter, and switching unit; a6) a control unit (76) for controlling an energization pattern of one of the converter, inverter, switching unit, and detection unit, or controlling energization of one of the AC and DC; while generating one or more of vibration and magnetic field by rotation of the rotating body 94 or the asymmetric rotating body 94 linked to the rotating shaft 93 of the motor 77 including at least one of; b) or while the case 90 into which the motor is inserted by the rotation generates at least one of vibration and a magnetic field; It is an exciter that satisfies condition 18, and condition 16 is a magnetizer that satisfies condition 19 while an exciter satisfying condition 18 is provided on the side or rear end of the magnetizer satisfying condition 17, and condition 17 generates a magnetic field An exciter satisfying condition 18 while generating a magnetic field and an excitation magnetizer satisfying condition 20 while generating a magnetic field, wherein condition 18 is a vibrator satisfying condition 21 as excitation, an excitation magnetizer satisfying condition 20; Two or more of the magnetized vibrators satisfying condition 19 are combined, and the condition 19 generates or alternates between 50 to 99.99% of vibrations by the vibrator satisfying condition 21 and 0.01 to 49.99% of vibrations by magnetic field among all vibrations Or it is an excitation magnetizer that continuously occurs, the condition 20 is a vibrator satisfying condition 21 while generating a magnetic field in a tube equipped with the case 90 described in condition 15, and 21 is the case 90 described in condition 6 ); The stator or the rotating body according to the above condition 10; One of them is a magnetization vibrator 82 provided with a magnetizer 81 .

The basis of the present invention is that according to Application Example 9, a) equipment satisfying condition 1; b) or a material that satisfies condition 20, a binder; A foundation formed by using one or more of the above, wherein conditions 1 to 22 are the same as above, and a) the vibrating magnetizer includes: a) a1) a power supply unit 71 for providing AC; a2) a converter 72 for converting the AC to DC; a3) an inverter 73 for amplifying the DC; a4) a switching unit 74 for switching and supplying one of the AC and DC, or adjusting a flow direction of one of the AC and DC; a5) a detection unit 75 for detecting one of AC and DC supplied from one of the power supply unit, converter, inverter, and switching unit; a6) a control unit (76) for controlling an energization pattern of one of the converter, inverter, switching unit, and detection unit, or controlling energization of one of the AC and DC; generating one or more of vibration and magnetic field by rotation of the rotating body 94 or the asymmetric rotating body 94 connected to the rotating shaft 93 of the motor 77 including at least one of; b) or the case 90 into which the motor is inserted by the rotation generates at least one of vibration and a magnetic field; b) the magnetizing vibrator is a magnetizing vibrator provided with an exciter on the side or rear end of the magnetizer, c) the magnetizer is a combination of two of an exciter generating a magnetic field and an excitation magnetizer, d) the excitation A vibrator, a magnetizer, an exciter, a vibrator, a magnetizer, a vibrator, a vibrator, and a magnetization vibrator are a combination of two or more of the vibrator, e) The magnetized vibrator has 50 to 99.99% of the vibration caused by the vibrator among the total vibrations. An excitation magnetizer that generates 0.01 to 49.99% of vibration by a magnetic field, or alternately or continuously occurs, f) the excitation magnetizer is a vibrator that generates a magnetic field in a tube equipped with the case 90 described in the vibrating magnetizer, g ) The vibrator is the case 90 described in condition 6; The stator or the rotating body according to the above condition 10; One of them is a magnetization vibrator 82 provided with a magnetizer 81, and the base is as described in Application Example 5.

The basis of the present invention is that according to Application Example 10, a) equipment satisfying condition 1; b) materials and binders which are vibrating magnetized by the following multifunction device, or injected into the ground while vibrating magnetized; A foundation formed by using at least one of, wherein conditions 1 to 21 are as described above, and the foundation is as described in Application Example 5.

The basis of the present invention is that according to Application Example 11, a) equipment satisfying condition 1; b) or a material, binder, which is vibrating magnetized by the following multifunction device, or injected into the ground while vibrating magnetized; A foundation constructed using one or more of the following, wherein conditions 1 to 14 are as above, and wherein the foundation is foundation 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13 , 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38 , 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, wherein base 1 is a base; Pile, pier, solidified body, solidified body, improved body, reinforcing body, injection body, spraying body, mixing body, compaction body, injection body, grouting body, reinforced foundation, screw foundation, mixed foundation, seismic foundation, underground foundation, surface foundation , underground foundation, underground foundation, middle layer foundation, deep foundation, ground foundation, facility foundation, facility support foundation, surface foundation with a thickness of 2 m or less, middle foundation with a depth of 15 m or less, a deep foundation with a depth of 15 m or more, and the foundation includes the above At least one of the foundation to the depth of 15m or more is included, and the pile is a factory-made pile, or a PC foundation, PC pile, PHC pile, or concrete pile, and the pier is a deep foundation with a depth of 15m or more, and the solidified body is one of the solidified body or the grouting body, the solidified body is a foundation formed by solidifying a binder and soil, the improved body is a foundation formed by putting materials into the ground, and the reinforcement body is a solidified material is poured into the ground It is a formed foundation, the column body is a foundation formed by penetrating the material into the ground, the injection body is a foundation formed by injecting a material into the ground, and the injection body is a foundation formed by spraying a material into the ground, The mixing body is a foundation formed by mixing the solidification material into the ground, the compaction body is a foundation formed by compacting the solidification material into the ground, and the injection body is a foundation formed by injecting the material into the ground, and the grouting The sieve is a foundation formed by grouting the material into the ground, and the beam The steel foundation is a foundation in which a reinforcement material is inserted, or a foundation in which a reinforcement material 33 is inserted into the foundation 1, 2, 3, 4, 5, 28, and the screw foundation is a foundation formed by using a screw drive 16 and the expansion plate foundation is an expansion plate reinforcement foundation or expansion plate mounting pile, the mix foundation is the foundation formed by stirring a certain binder 30 in the ground 31, and the mixing foundation is a certain binder 30 It is the foundation formed by mixing in the ground 31, the earthquake-resistant foundation is an earthquake reinforcement or earthquake-preparation foundation, and the underground foundation is a foundation formed in the underground 31, or a rod 20 equipped with variable blades 21 ) is a foundation 5 formed by mixing the binder 30 in the underground 31 by At least one of the generated residual soil and slime (31. 32) and the binder 30 are agitated and then installed, compacted, and consolidated to form a surface foundation (1), the ground foundation is a foundation formed in the ground (31), and the facility foundation is a foundation for supporting the facility , The facility support foundation is a foundation installed under the facility to support the facility, and the surface layer foundation is a surface layer foundation mounted on top of an underground foundation, or a surface layer foundation having a certain thickness, or a foundation composed of a surface solidified body, The cylindrical foundation is an underground cylindrical foundation or a cylindrical foundation 2 formed by injecting the binder 30 into the ground 31, and the cone foundation is a) an underground cone foundation, b) or the center of itself (3). Cone base (3), c) whose cross section is gradually reduced along the axial direction, or cone part formed by using two or more variable blades that are shorter and shorter than two or more identical blades used in the composition of the cylindrical base the base of the tail is smaller than the diameter of one of the cylindrical part 2, the cone part 3, the cone part upper end 3-1, and the cone part middle 3-2, or the cone part lower end 3-3 ) is the base 5 of the cylindrical tail 4 having the same diameter as the diameter of the base, and the base 2 is a composite foundation of a solidified body and non-solidified surrounding ground, a composite foundation of a solidified body and a reinforcement, and a composite foundation of a solidified body and a reinforcement and the ground. one of, the base 3 is a) a wing 21; b) a toothed rod 20; c) rotating means (16) for rotating the rod (20); d) a moving means provided with at least one of the blades and rotating means; Composition by consolidation of one or more of the binder 30 and soil 31, residual soil 31, sandy soil 31, ground 31, slime 32, and reinforcing material inputted by equipment composed of one or more of In the foundation 3, the wing or rod is provided with the vibrating magnetizer or the multifunction device, and the foundation 4 is one of the foundations 1, 2, 3, 4, 5, 28 and the surrounding ground or the original ground ( 31), the foundation 5 is a reinforced foundation in which a reinforcing material 33 is inserted into one of the foundations 1, 2, 3, 4, 5, 28, and the foundation 6 is one of the foundations ( 1, 2, 3, 4, 5, 28), a reinforcing material 33, and a ground 31 are composite foundations, and the foundation 7 is among the soil, residual soil, sand soil, and slime generated during the composition of one of the foundations. At least one and the binder 30 are agitated and then installed, compacted, and consolidated to form a surface layer foundation (1), and the foundation 8 is one of the foundation, reinforced foundation, and composite foundation (2, 3, 4, 5, 28). ) and the surface layer foundation (1) above it, the foundation 9 is a solidified body at the underground cross-section formed by stirring the ground and a binder containing by-products by means of a blade, and the foundation 10 is the solidified body (5, 28) It is a surface layer compacted solidified body (1) formed by stirring residual soil, sand, slime (31, 32) and binder (30) generated during composition by a backhoe bucket (12), and the foundation 11 is a side-section solidified body (5) ) and the compacted solidified body (1) formed on the upper part of the composite are combined, and the foundation 12 is a) a composite foundation composed of the solidified body (5) and its surrounding non-solidified base (31); b) a reinforcing base in which the reinforcing material 33 is inserted into the solidified body (1, 5); c) a composite foundation composed of two or more of the solidified body (1, 5), the reinforcing material (33), and the ground (31); one of, the base 13 is a) a cylindrical portion (2); b) a cone part 3 whose diameter or cross-section is gradually reduced along the central axis direction of itself (3); c) a diameter smaller than or equal to the diameter of one of the cylindrical part 2, the cone part 3, the cone part top 3-1, and the cone part middle 3-2, or the same diameter as the cone part bottom 3-3 Cylindrical tail with a (4); It is a columnar foundation 5 composed of two or more in order, and the foundation 14 is a) two or more equal-length blades 21 (21a in FIG. 1, FIG. 21a in 3b, 21a in FIGS. 4a and f, 21a in FIG. 5d, 21c in FIG. 19b, etc.); b) two or more variable-length blades 21 having a length shorter than the length by stirring the binder and the ground to form the cone part 3 (21b in FIG. 1, 21b in FIG. 3b, FIGS. 4a and f 21b of FIG. 5d, 21b of FIG. 19b, etc.); c) Two or more equal-length blades 21 (21c in FIG. 1, 21c in FIG. 3b, FIG. 4) having a length shorter than the two lengths by stirring the binder and the ground to form the tail part 4 21c in a and f, 21c in FIG. 5d, 21a in FIG. 19b, etc.); a columnar foundation (5, 28) composed of two or more of the cylindrical part (2), cone part (3), and tail part (4) formed by using at least one of a) wing, b) of the foundation 14 wing. c) at least one of the blades is provided with the vibrating magnetizer or multifunction device;

The foundation 15 is a backhoe on the upper part of one of the cylindrical part, cone part, tail part, foundation, and column-shaped pillars (2, 3, 4, 5, 28) by means of at least one of its buckets, binder and soil, soil, At least one of residual soil, slime, and reinforcing material is a surface-layer type foundation (1) installed by being one or more of agitation, laying, and compaction, and the bucket of the foundation 15 is provided with the vibrating magnetizer or composite machine, and the foundation 16 is the cylinder The surface layer in which at least one of residual soil 31, sand soil, and slime 32 generated during the composition of one (2, 3, 4, 5, 28) of the part, cone part, tail part, foundation, and columnar columns is used A type foundation (1), the foundation 17 is a composite foundation consisting of a columnar foundation (5) formed of at least one of the cylindrical part, the cone part, and the tail part and the surface-type foundation (1), and the foundation 18 is the It is a composite foundation composed of a columnar foundation (5) and a surface-type foundation (1) installed on top thereof, and the foundation 19 is at least one of the cylindrical part, cone part, tail part, foundation, column, surface-layer part, and surface-layer type surface layer. The reinforcing material 33 is put in the reinforcing foundation, the foundation 20 is a) a wing 21 is mounted rod (20); b) the hole (25) of the rod, the nozzle (25), the bit (24), the rotating means (16); c) the arm 14 on which the rotating means is mounted; d) a boom 13 with its arms; e) a fork crane 10 equipped with at least one of the rods and booms; f) a device 11 for introducing the reinforcement 33; It is the foundation (1, 2, 3, 4, 5, 28) constructed by using equipment composed of one or more of the Equipment consisting of at least one of a supply hose 64, a pump 63, a blender 62, a hopper 61, and a silo 60 sequentially connected to the rod 20 is used for the foundation 21 At least one of the rods, supply hoses and silos in the foundation 21 is provided with the vibrating magnetizer or multifunction device, and the foundation 22 is at least one of the blades, equipment, rods or fork cranes, hoses and silos. a) a vibrating magnetizer 82; b) or the foundation (1, 2, 3, 4, 5, 28) formed using equipment equipped with a vibrating magnetizer for vibrating magnetizing the binder, and the foundation 23 is the binder 30 used for the composition of the foundation. ); a binder 30 supplied through the equipment; The binder slurry 30 blended in the blender; the slurry 30 sprayed through the nozzle 25; the rod 20 rotated by the rotating means; The blade 21 rotates by the rotation; agitation by the blades; a bucket 16 mounted on a certain backhoe 12; agitation by its bucket; It is the foundation formed by one or more of the above, and in the foundation 23, one of the vibrating magnetizer and the composite machine is mounted on the binder, and the foundation 24 is soil 31, soil, residual soil, ground, slime 32, solidification material. , reinforcing material 33, the binder 30, is the foundation formed by at least one of agitation and curing of one or more of the slurry, and the foundation 25 is the columnar foundation formed by stirring of the blades 21 ( 2, 3, 4, 5, 28) and a surface-layer foundation (1) formed by agitation of the bucket (16) mounted on the backhoe (12), and in the foundation 25, one of the wings and the bucket Above, the vibrating magnetizer or multifunction device is provided, and the foundation 26 is a surface-layer foundation (1) formed by agitation of a bucket, and a column-type foundation (2, 3, 4, 5, 28) formed by agitation of the blades one of, wherein the foundation 27 is a foundation composed of two or more of the surface layer part, the cylindrical part, the cone part, and the tail part, and the foundation 28 is the surface layer part and the cylindrical part, the surface layer part and the cone part, the surface layer part and the tail part, the cylindrical part and the cone part, and a cylinder It is a composite foundation consisting of one of a part and a tail, a cone and a tail, a surface part and a cylindrical part and a cone part, a surface part and a cylindrical part and a tail part, a cylinder part and a cone part and a tail part, a surface part part, a cylindrical part, a cone part and a tail part, Foundation 29 has a) depth of less than 15m, 5~15m; b) The tip is mounted on the weathered soil layer, the weathered rock layer, and the N level 18~35 strata; At least one of the above is the basis, and the N value is calculated by a standard penetration test,

The foundation 30 is mounted on a stratum in which the side cross-section or the column-shaped upper equal cross-section (2) has an N value of 15 to 30, and the lower equal cross-section (4) having a smaller diameter than the same cross-section is a strata with an N value of 18 to 35 It is the foundation that is at least one of the installation, the cone cross-section 3, which is intermediate between the upper and lower portions, is placed on the stratum with an N value of 16 to 32, and the foundation 31 is a building with 8 stories or less placed on its own upper part, 25 to 45 tons / is the foundation supporting one of the load facilities of m2 or less, the load structure of 250-450 kN/m2 or less, and the foundation 32 is generated at the time of the composition or by the composition of the foundation (2, 3, 4, 5, 28). It is the surface layer foundation 1 containing one or more of the generated soil, residual soil, sand soil, and slime, and the foundation 33 is one of binder, soil, residual soil, sand soil, slime, and reinforcing material by the rotation 27 of the blade 21 The above is a surface layer foundation (1) formed by laying, compacting, and consolidating after stirring, and the foundation 34 is a backhoe (12), a bucket (16) mounted therein, a wing mounted inside the bucket, and mounted inside the bucket It is the surface layer foundation (1) formed by laying, compacting, and consolidating after at least one of binder, soil, residual soil, sand, slime, and reinforcing material is stirred by one or more of the rotary blades, and the foundation 35 is the formation, stirring , is the foundation formed by stirring at least one of binder, soil, soil, residual soil, ground, slime, and reinforcing material by a blade during one of the injections, and the foundation 36 is a binder vibrating magnetized by the vibrating magnetizer 70 (30) is the base composition, and the base 37 is a hydration reagent containing Ca component in the binder 30, hydration fixing agent containing Na component, silica containing Al component, Ti component At least one of a catalyst containing this, a sol-gel containing H component, a trapping agent containing a Si component, a carbonation agent containing an Mg component, a by-product containing an Fe component, and a cell-containing individual growth agent. The base is the base, and the base 38 is based on 100 parts by weight of the binder 30 in its entirety. W 60 to 80 parts by weight of the hydration reagent, 5 to 10 parts by weight of the hydration fixing agent, 4 to 7 parts by weight of the silica agent, 1 to 3 parts by weight of the sol-gel agent, 6 to 12 parts by weight of the collecting agent, and the carbonic acid It is the above foundation containing at least one of 4 to 8 parts by weight of the topic, and the foundation 39 is its N value of 15 to 35; strength 25-45 ton/m2; Strength 25~45ton/m2 × safety factor, or (25×1.1~3.0)ton/m2 ∼ (45×1.1~3.0)ton/m2, which is a value calculated by 1.1~3.0; Maximum strength 100ton/m2; one of the foundations, wherein the foundation 40 is the surface foundation mounted on one of the foundation, the underground foundation, the medium foundation, and the deep foundation, and the foundation 41 is the foundation, the underground foundation, the medium foundation, and the deep foundation. a composite foundation consisting of one and a surface foundation, the foundation 42 is a composite foundation consisting of one of the foundation, the underground foundation, the middle foundation, and the deep foundation and its surrounding unsolidified ground or raw ground 31, and the foundation 43 is the It is a composite foundation consisting of one of a foundation, an underground foundation, a middle layer foundation, a deep foundation, and the uninjected ground, and the foundation 44 is a reinforcement formed by permanently maintaining the rod 20 for spraying the binder 30 in the ground. is the basis,

The foundation 45 is a reinforcing foundation composed of one (2, 3, 4, 5, 28) of the solidified body to the grouting body and the rod 20 inserted therein, and the foundation 46 is the rod 20 permanently placed in the ground. ) and a reinforcing foundation composed of one (2, 3, 4, 5, 28) of the solidified body to the grouting body formed around it, and the foundation 47 is one of the foundation, the underground foundation, the middle layer foundation, and the deep foundation, and this A reinforcing foundation composed of an inserted reinforcing material, the foundation 48 is the foundation into which the reinforcing material is inserted by means of a moving means, and the foundation 49 is a reinforcing material including a reinforcing material with a plate, a reinforcing material with an extension plate, and an extension plate connected to itself by bolts Reinforcing material, at least one of the reinforcing material with protrusions is the foundation, and the foundation 50 has a) depth of 15 m or more, 100 m or less, 15-100 m by the reinforcing material 33; b) The tip is placed on the bedrock, placed on the soft rock, placed on the strata with an N value of 30 or higher, placed on a strata with an N value of 100 or less, and placed on a strata with an N value of 50 to 100; one or more of the foundation, and the foundation 51 is one of earthquake-resistant facilities, 8-story buildings or more, 100-story buildings or less, 25-45 ton/m2 or more load facilities, and 250-450 kN/m2 or more load structures by the reinforcing material 33 is the foundation supporting the, and the foundation 52 is a combination of the solidified body (2, 3, 4, 5, 28) and the unsolidified ground 31, the solidified body and its surrounding ground or original ground, a combination of the solidified body and the rod, One of a combination of a solidified body and a reinforcing material, a combination of a solidified body and a screw, a solidified body and a rod and the ground, a solidified body and a reinforcing material and a ground, and a solidified body and a screw and a ground, wherein the foundation 53 is a composite foundation which is the combination, The foundation 54 is the foundation formed by stirring one or more base materials of the ground and slime, and one or more binders, admixtures, by-products, microorganisms, or vibrating magnetization-treated binders by means of a blade, and the foundation 55 is a wall, a column , support, support, support, reinforcement, improvement, repair, waterproofing, waterproofing, permeability, barrier, filtration, reaction, purification, imperviousness, retaining wall, clogging, basement wall, continuous wall, reactive permeable, underground continuous wall the foundation, and the foundation 56 is composed of primary, secondary, tertiary and quaternary support layers, a) the primary support layer 1 is discharged when the secondary, tertiary, and quaternary support layers are formed It is a support layer mounted on top of the secondary support layer, which is composed by stirring at least one of soil, residual soil, sand soil, and slime to be used and a binder, b) The secondary support layer 2 is a binder by a rotating rod equipped with wings. is a support layer on the upper portion of the side-section solidified layer formed by stirring in the ground or a portion corresponding to the same cross-section on the upper portion, c) The tertiary support layer 3 is on the cone cross-section between the second support layer and the fourth support layer It is a support layer of the corresponding part, d) the quaternary support layer 4 is the lower part of the side-section solidified layer or the same cross-section under it, and is a support layer of the part corresponding to the same cross-section having a smaller diameter than the second same cross-section. the foundation, wherein the foundation 57 is The cross section is a) Upper and lower lateral section, upper middle and lower lateral section, dot axial section, incremented section, accumulating section after accumulating, axial section after accumulating, accumulating and accumulating cross-section, same-dot-axial section, same accumulating and accumulating section, same later dotted axis After the same cross-section, the same cross-section after the same cone shape, b) The same cross-section column and the cone cross-section at its lower portion and the same cross-sectional column with a smaller diameter than the same cross-section at the lower portion, c) the same cross-section column and its One of the same cross-section after the same cross-section from the upper and lower sides of the cone cross-section at the lower portion and the same cross-section at the lower portion of the same cross-section having a smaller diameter than the same cross-section, d) or one of the shaft, length, column, and the rod is said basis,

The foundation 58 is a foundation having an average or converted adhesive force or internal friction angle of two or more of the solidified body, the reinforcing material, and the ground, and the average adhesive force or internal friction angle is one of the calculations a, b, and c, and the calculation a is (the above The adhesive force or internal friction angle of the solidified body (referred to as p1) + the adhesive force or internal friction angle of the ground (referred to as p2) ÷ 2, the calculation b is (referred to as p1 + the adhesive force or internal friction angle of the reinforcing material (referred to as p3) )) ÷ 2, the calculation c is calculated as (the p1 + the p2 + the p3) ÷ 3, and the converted adhesive force or internal friction angle is calculated 1, 2, 3, 4, 5, 6, 7 , 8, 9, the calculation 1 is calculated as (the p1 × the area of the solidified body (referred to as A1) + the p2 × the area of the ground (referred to as A2)) ÷ (the A1 + the A2 above) Calculation 2 is calculated as (the p1 × the A1 + the p3 × the area of the reinforcing material (referred to as A3)) ÷ (the A1 + the A3), and the calculation 3 is (the p1 × the A1 + the above) It is calculated as p2 × the A2 + the p3 × the A3) ÷ (the A1 + the A2 + the A3), and the calculation 4 is (the p1 × the volume of the solidified body (referred to as V1) + the p2 × the ground The volume (referred to as V2)) ÷ (the V1 + the V2), and the calculation 5 is (the p1 × the V1 + the p3 × the volume of the reinforcement (referred to as V3)) ÷ (the V1 + the V3 above) ), the calculation 6 is calculated as (the p1 × the V1 + the p2 × the V2 + the p3 × the V3) ÷ (the V1 + the V2 + the V3), and the calculation 7 is (the p1 × The area of the solidified body with respect to the rotating rod direction (referred to as A11) + the p2 × The area of the ground relative to the rotating rod direction (referred to as A21)) ÷ Calculated as (the A11 + the A21), and the calculation 8 is (the p1 × the A11 + the p3 × the area of the reinforcement with respect to the rotating rod direction (referred to as A31)) ÷ (the A11 + the A31) , and the calculation 9 is calculated as (the p1 × the A11 + the p2 × the A21 + the p3 × the A31) ÷ (the A11 + the A21 + the A31), and the adhesive force is t/m ² , The internal friction angle has a unit or physical quantity of degrees (°), and the bearing capacity of the foundation is calculated using one or more bearing capacity formulas among Terzaghi, Meyerhof, and Hansen, and the Terzaghi bearing capacity formula is q _u = αcN _c + βBr ₁ N _r + r ₂ D _f N _q , and the Meyerhof bearing capacity formula is q _u = αcN _c F _cs F _cd F _ci + βr ₁ BN _r F _rs F _rd F _ri + r ₂ D _f N _q F _qs F _qd F _qi and , The above Hansen bearing capacity formula is q _u = αcN _c s _c d _c i _c g _c b _c + βr ₁ BN _r s _r d _r i _r g _c b _r + r ₂ D _f N _q s _q d _q i _q g _c b _q , where q _u = bearing capacity of the foundation; α = basic shape coefficient; β = basic shape factor; B = base width; c = adhesion; Df = depth of penetration of the foundation; Wherein Nc, Nr, Nq = bearing force coefficient; The Fcs, Frs, Fqs = shape factor; The Fcd, Frd, Fqd = depth coefficient; Wherein Fci, Fri, Fqi = slope coefficient; Wherein sc, sr, sq = shape factor; where dc, dr, dq = depth coefficient; where ic, ir, iq = slope coefficient; Wherein gc, gr, gq = ground coefficient; Wherein bc, br, bq = bottom slope coefficient; , and the ultimate bearing capacity of the foundation is one of the 1 bearing capacity, 2 average bearing capacity, and 3 average bearing capacity calculated above, and the allowable bearing capacity of the foundation is q _ㅁ = q where the ultimate bearing capacity is the safety factor (F _s ) _u / F _s or q _ㅁ = q _u / 3 and the amount of settlement of one (40) of the facilities, buildings, and structures supported by the foundation is the formula S = q·B·(1-μ ² )/E·I _w , the formula S by the load test using the ground material property S = S ₃₀ ㆍ(2B/(B+0.3)) ² , the formula by N value S = 0.4ㆍ(P _o /N)ㆍHㆍlog(P _o +ΔP)/P _o or two or more average settlement amounts, where q = load strength acting on the foundation or load strength of the facility, B = foundation width, μ = Poisson's ratio of the ground, E = elastic modulus of the ground, I _w = effect value by settlement, S ₃₀ = the amount of settlement of the loaded plate during the loading test, H = the thickness of the soil layer, P _o = the effective overhead load of the ground, and ΔP = the increase in the vertical stress due to the load of the facility.

According to Application Example 12, the foundation composition equipment of the present invention is equipment for forming a foundation while satisfying condition 1, wherein conditions 1 to 21 are as described above, and the equipment is equipment 1, 2, 3, 4, 5 , 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, wherein the device 1 comprises: a) a wing 21; b) or a rod 20 equipped with the blade or rotating 27 the blade 21, the blade or rod is equipped with the vibrating magnetizer or multifunction device, and the equipment 2 is the rod 20 It is a mounted or rotating means for rotating a rod, wherein one of the equipment 2 and the rotating means is provided with the vibrating magnetizer or multifunction device, and the equipment 3 is mounted on or lowering one or more of the rod and rotating means, ascent, transfer, intrusion, withdrawal; or the descent or pull-out from the ground; It is a moving means (10) that makes one of the moving means, the vibrator magnetizer or the multifunction device is provided in the moving means, and the equipment 4 includes: a boom (13) of the moving means; an arm (14) connected to its boom; its arm distal end (15); Cradle hitch (15) of this tip; It is at least one of the buckets 16 mounted on the tip or the cradle hitch, and at least one of the equipment 4 and the boom or the bucket is provided with the vibrating magnetizer or the multifunction device, and the equipment 5 is sequentially linked to one of the wings and the rod hose 64, pump 63, blender 62, silo 60, at least two of the above, at least one of the equipment 5 and the hose to the silo is equipped with the vibrating magnetizer or multifunction device, and the equipment 6 is a binder (30) is at least one of the hose, pump, blender, and silo for supplying, pumping, blending, and storage, and at least one of the equipment 6, hose to silo is equipped with the vibrating magnetizer or multifunction device, the equipment 7 is the blade 21 or the rod 20 for spraying the binder 30, at least one of the equipment 7, the blade, and the rod is provided with the vibrating magnetizer or the multifunction device, and the equipment 8 is the binder 30 It is at least one of a hole 25, a hole 25, a nozzle 25, and a bit 24 formed in one of the blades and the rod, and at least one of the equipment 8 and the hole to the bit has the vibrating magnetizer Or a multifunction device is provided, and the equipment 9 is one of a hole 25, a hole 25, and a nozzle 25 formed in the bit 24 for spraying the binder 30, and the equipment 9, the hole to the nozzle At least one of the vibrating magnetizers or multifunction devices is provided, and the equipment 10 is at least one of the blades, holes, and bits forming the side-section foundation 5 belonging to the foundation, and the equipment 10, the blades, holes and bits. At least one of the vibrating magnetizers or the multifunction device is provided, the equipment 11 is a bucket 16 mounted on the backhoe 12 from which at least one of the rod and rotation means is detached, and at least one of the equipment 11 and the bucket has The vibrating magnetizer or multifunction device is provided, the device 12 is a wing mounted inside the bucket 16, and at least one of the device 12 and the wing is provided with the vibrating magnetizer or multifunction device, The equipment 13 is a moving means 12 for forming the surface foundation 1 belonging to the foundation, and one of the equipment 13 and the moving means is provided with the vibrator or multifunction device, and the equipment 14 corresponds to the equipment 13 is a bucket 16 mounted on the arm tip 15 of the moving means, or a wing mounted inside the bucket, and at least one of the equipment 14, the bucket, and the wing is provided with the vibrating magnetizer or multifunction device, the equipment Reference numeral 15 denotes a moving means 11 for inserting the reinforcing material 33 into the foundation, and one of the equipment 15 and the moving means is provided with the vibrating magnetizer or multifunction device.

The basis of the present invention is that according to Application Example 13, a) equipment satisfying condition 1; b) a material that is vibrating magnetized by the following multifunction device, or injected into the ground while vibrating magnetized; As a base composition using at least one of them, where conditions 1 to 21 are as described above, the material contains 60 to 80 parts by weight of a hydration reagent containing a Ca component, and a Na component based on 100 parts by weight of the material. 5 to 10 parts by weight of the hydration binder, 4 to 7 parts by weight of silica containing Al component, 1 to 3 parts by weight of sol gel containing H component, 6 to 12 parts by weight of collecting agent containing Si component , a material containing at least one of 4 to 8 parts by weight of a carbonation agent containing Mg and at least one of a reinforcing material, admixture, solidifying material, by-product, and microorganism, and the equipment is as described in Application Example 12, and the basis is As described in Application Example 11.

Foundation, material, equipment, facility, pile, solidified body, grouting body, reinforcing foundation, screw foundation, expanded plate foundation of the present invention; basic composition material; foundation construction equipment; facilities, houses, buildings, structures in which foundations are used or supported by them; and the like are as described in Examples 1 to 13 and the like. The foundation of the present invention, pile, pier, improved body, reinforced foundation, composite foundation, grouting body, screw foundation, expanded plate foundation, surface layer foundation, cylindrical foundation, cone part foundation, tail part foundation, etc. are, according to Example 1, a) a1) one of a magnetic field, a temporary field of 1,000 to 20,000 Gauss, and a magnetic field of 0.1 to 2 Tesla is generated, a2) Excitation or vibration by the magnetizer is generated before, during, after, and simultaneously , a3) a vibrator, a magnetizer, a vibrator, a vibrator, a magnetizer, a vibrator, a magnetizer in which a magnetic field is generated by an exciter or a vibrator before, during, after, and simultaneously with the occurrence of the excitation or vibration equipment including one of the vibrators; b) Vibration, magnetization, excitation, excitation, excitation, magnetization, vibratory magnetization, magnetization vibration by one of the vibrator or magnetized vibrator , mixing, infiltrating, pouring, stirring, compaction, injection, grouting, the injection or grouting into the ground, a material that is one of the ground and stirring, a binder; It is characterized in that at least one of them is used to form the composition.

According to Example 2, the equipment, devices, instruments, means, blades, rods, etc., which form the basis of the present invention, are the vibrator, magnetizer, vibrator, vibrator, magnetizer, magnetizer, and vibrator described in Example 1 above. , characterized in that one of the magnetized vibrator is included.

According to Example 3, the materials that constitute the basis of the present invention or are contained, included, mixed, incorporated, etc. Vibration, magnetization, excitation, excitation, excitation magnetization, vibrating magnetization, and magnetization vibration are characterized in that one of the vibrating device, the vibrating magnetizer, and the magnetizing vibrator.

According to Example 4, the material forming the basis of the present invention or being contained, included, mixed, incorporated, etc. in the basis of the present invention is provided with: a) one of the vibrator and magnetizer described in Example 1 above microorganisms cultured in an incubator whose culture is improved by adding one or more of vibration, magnetization, and magnetic field; or b) SiO ₂ 30-35 wt% and MgO 23-29 wt%, Al ₂ O ₃ 10-12.7 wt%, CaO 8.3-9.1 wt%, Fe ₂ O ₃ 6.2-8.1 wt%, K ₂ O 3.1- 3.3% by weight, Na ₂ O 0.2 to 0.3% by weight, other 2.5 to 2.8% by weight of a material containing one or more; c) SiO ₂ 72-78 wt% and Al ₂ O ₃ 10-15 wt%, Na ₂ O 2.7-4.5 wt%, K ₂ O 2.3-4.2 wt%, Fe ₂ O ₃ 0.2-1.2 wt%, CaO 0.1 -0.5% by weight, MgO 0.1-0.4% by weight, TiO ₂ 0.1-0.3% by weight, other materials containing at least one of 1.3-3.7% by weight; d) 49 to 53% by weight of CaO and 3.6 to 8.3% by weight of SiO ₂ , 2.3 to 4.4% by weight of MgO, 1.3 to 2.1% by weight of Al ₂ O ₃ , 0.17 to 0.93% by weight of Fe ₂ O ₃ and 30.3 to 33.4% by weight of others Substances containing one or more of; e) CO ₂ or 43-48 wt% of a reducing material and CaO 28-33 wt%, MgO 18-23 wt%, SiO ₂ 1.2-2.3 wt%, Al ₂ O ₃ 0.15-0.27 wt%, Na ₂ O 0.01 -0.02% by weight, K ₂ O 0.02 to 0.05% by weight, Fe ₂ O ₃ 0.3 to 0.5% by weight, TiO ₂ 0.01 to 0.03% by weight, other materials containing at least one of 1.7 to 3.3% by weight; f) a material comprising at least one of 50 to 94% by weight of Ca content, 2 to 20% by weight of Mg content, 2 to 20% by weight of Fe content, and 1 to 5% by weight of Me (metal) content; It is characterized in that at least one of them is included.

In b), other is SiO ₂ 30-35 wt% and MgO 23-29 wt%, Al ₂ O ₃ 10-12.7 wt%, CaO 8.3-9.1 wt%, Fe ₂ O ₃ 6.2-8.1 wt%, K ₂ O 3.1 to 3.3% by weight, Na ₂ O 0.2 to 0.3% by weight other things or components. In c), other is SiO ₂ 72-78 wt% and Al ₂ O ₃ 10-15 wt%, Na ₂ O 2.7-4.5 wt%, K ₂ O 2.3-4.2 wt%, Fe ₂ O ₃ 0.2-1.2 wt% %, CaO 0.1 to 0.5% by weight, MgO 0.1 to 0.4% by weight, TiO ₂ 0.1 to 0.3% by weight other things or components. In d), other than 49 to 53 wt% of CaO and 3.6 to 8.3 wt% of SiO ₂ , 2.3 to 4.4 wt% of MgO, 1.3 to 2.1 wt% of Al ₂ O ₃ , and 0.17 to 0.93 wt% of Fe ₂ O ₃ or ingredients. In e) above, other is CO ₂ or 43 to 48 wt% of a reducing material and CaO 28 to 33 wt%, MgO 18 to 23 wt%, SiO ₂ 1.2 to 2.3 wt%, Al ₂ O ₃ 0.15 to 0.27 wt%, 0.01 to 0.02 wt% of Na ₂ O, 0.02 to 0.05 wt% of K ₂ O, 0.3 to 0.5 wt% of Fe ₂ O ₃ , and 0.01 to 0.03 wt% of TiO ₂ Other than 0.01 to 0.03 wt%.

The foundation or tail foundation of the present invention is, according to Example 5, a foundation formed by using one or more of the equipment, materials, and binders based on Example 1, 1) The equipment includes a) a backhoe, auger, Excavator, boring machine, fork crane, moving means (10); b) one of the motors, hydraulic motors, rotary means, drives, two-axis rotary means, three-axis drives, multi-axis rotary means, multi-axis drives, auger drives, rotary drives, rotary press-fit drives, pile drives, steel pipe drives, screws drive 16; c) a shaft, rod, auger, pile, steel pipe, casing, pipe, screw 20 mounted on one of the motor or screw drive; d) a wing 21 provided on one of the shafts and screws 20; e) a supply hose (64), pump (63), blender (62), hopper (61), storage or silo (60) sequentially connected to one of the vanes (21), rod (20); f) a bucket (16) mounted on one (12) of the backhoe or the moving means; g) a wing mounted inside the bucket (16); g) a crane 11, a crane, a penetration machine, an embedding machine, a driving machine, an excavator, and a moving means 11 for inserting the reinforcement material 33 into the foundation; 2) one of the vibrator, the magnetizer, and the vibrator is provided on one of the shaft or the screw, 3) the vibrator is provided on the blade, 4) the supply hose (64) is provided with the magnetized vibrator, 5) the blender 62 is provided with the vibrating vibrator, 6) at least one of the hopper 61, the storage, and the silo 60 is provided with the magnetized vibrator, 7) One of the vibrator or magnetized vibrator is mounted on the material or binder 30, 8) 60 to 80 parts by weight of a hydration reagent containing Ca component based on 100 parts by weight of the material or binder 30 , 5-10 parts by weight of a hydration binder containing Na component, 4-7 parts by weight of silica containing Al component, 1-3 parts by weight of sol-gel containing H component, 6- 12 parts by weight, at least one of 4-8 parts by weight of a carbonating agent containing Mg and resin, ocher, lime, gypsum, ash, waste powder, dust, iron, stone powder, fiber, ionized water, carbonated water, carbon sand, cement, slag , fiber, graphene, reinforcing material, admixture, solidifying material, by-product, and at least one of microorganisms is included and becomes one of vibration, magnetization, excitation, excitation, excitation, excitation magnetization, magnetization vibration, and vibratory magnetization,

9) The foundation is one of foundations 1, 2, 3, and 4, 10) The foundation 1 is a foundation, pile, pier, solidified body, solidified body, improved body, reinforced body, injected body, sprayed body, mixed body, compact Chun body, injection body, grouting body, reinforcement foundation, screw foundation, solid foundation, solid foundation, mix foundation, earthquake-resistant foundation, underground foundation, surface foundation, underground foundation, underground foundation, middle layer foundation, deep foundation, side section foundation, ground foundation , one of a facility foundation, a facility support foundation, an earthquake reinforcement foundation, an earthquake-resistant pile, and a ground reinforcement pile, 11) The foundation 2 is a surface foundation with a thickness of 2 m or less, a middle-layer foundation with a depth of 15 m or less, a deep foundation with a depth of 15 m or more, longitudinal direction It is one of the cross-section foundations, one of the cross-section foundations in the depth direction, 12) The foundation 3 is one of a composite foundation of a solidified body and non-solidified surrounding ground, a composite foundation of a solidified body and reinforcement, and a composite foundation of a solidified body and reinforcement and the ground , 13) The foundation 4 is characterized in that it is a composite foundation composed of one of the foundation, side cross-section foundation, reinforced foundation, and composite foundation (2, 3, 4, 5, 28) and the upper surface layer foundation (1).

The base to the tail base of the present invention, according to Example 6, 1) a) a case 90, a stator 91 in its case, a rotor 92 connected to its stator, and its rotor rotation shaft 93 ( 90) equipped with a vibrator (80); b) a magnetization vibrator 82 having a magnetizer 81 in one of the case or the rotating body; c) c1) the vibration 85 is generated, c2) a magnetic field 86 by an exciter is generated at one or more of before, during, after, and simultaneously with the generation of the vibration, c3) generation of the magnetic field 86 a magnetizer, an exciter, an excitation magnetizer, a magnetized vibrator, a vibrating magnetizer, a magnetized vibrator 80, 81, 82; Equipment that includes one of; 2) Vibration, magnetization, excitation, magnetization excitation, excitation magnetization, vibrating magnetization, magnetization vibration by one of a) vibrator to c) magnetizing vibrator, or becoming one of the vibration or magnetization vibration A material that is one of the ground and agitation, a binder; It is characterized in that at least one of them is used to form the composition.

Equipment, devices, instruments, means, blades, rods, etc. forming the foundation of the present invention are, according to Example 7, equipment for forming a foundation, comprising: a) a vibrator 80 as described in Example 6 above; b) a magnetized vibrator 82; c) a magnetizer, a vibrator, a vibrator, a magnetizer, a vibrator, a vibrator, and a magnetizer (80, 81, 82); It is characterized in that one of the included.

Materials which form the basis of the present invention or are contained, included, mixed, incorporated, etc. in the basis of the present invention are, according to Example 8, a) vibrator 80 as described in Example 6 above; b) a magnetized vibrator 82; c) a magnetizer, a vibrator, a vibrator, a magnetizer, a vibrator, a vibrator, and a magnetizer (80, 81, 82); It is characterized in that it becomes one of vibration, magnetization, excitation, excitation, excitation magnetization, vibratory magnetization, and magnetization vibration.

According to Example 9, the foundation or tail foundation of the present invention is a foundation formed by a material that is magnetized by an equipment including a vibrator is at least one of the injection-ground and agitation, 1) the vibrator is a) vibrator 80 described in Example 6 above; b) a magnetized vibrator 82; c) a magnetizer, a vibrator, a vibrator, a magnetizer, a vibrator, a vibrator, and a magnetizer (80, 81, 82); It is a combination machine in which two or more of them are combined, and 2) the magnetized vibrator is a vibrator in which the magnetizer 81 is provided on the side or rear end of the vibrator 80, and the magnetizer 81 is provided on the side or rear end of the vibrator 80 One of a vibrator magnetizer, a magnetizer equipped with a vibrator 80 on the side or rear end of the magnetizer 81, a magnetizer equipped with a vibrator on the side or rear end of the magnetizer, and the magnetizer 81 and its attachment plate 68 and a magnetizing vibrator (FIG. 18b) composed of a magnetizer 81 spaced apart from the attachment plate thereof, the magnetizer 81 and the core 65 between the two, and the core outer coil 66 and the core and the magnetizer A magnetization vibrator (FIG. 18d) composed of a spaced apart plate 67, a mounting plate 69, a magnetizer attachment plate 68 mounted thereon, a magnetizer 81 attached to the attachment plate, and the magnetizer and attachment One of the magnetizing vibrators (Fig. 18c) composed of the outer circumferential coil 66 of the plate is a magnetized vibration by a combined machine, 3) The material 30 contains 60 to 80 parts by weight of the hydration reagent described in Example 5 - Carbonic acid At least one of 4 to 8 parts by weight of the agent and at least one of the above resins to microorganisms are included, and 4) the above basis is as described in Example 5. Here, 60 to 80 parts by weight of the hydration reagent - 4 to 8 parts by weight of the carbonation agent are 60 to 80 parts by weight of the hydration reagent containing Ca component, and the hydration settling agent containing Na component based on 100 parts by weight of the above-mentioned total. 5-10 parts by weight, 4-7 parts by weight of silica containing Al component, 1-3 parts by weight of sol-gel containing H component, 6-12 parts by weight of trapping agent containing Si component, Mg component containing 4 to 8 parts by weight of the carbonation agent.

According to Example 10, the foundation or tail foundation of the present invention comprises: 1) a) a1) vibrator 80 described in Example 6 above; a2) a magnetization vibrator 82; a3) a magnetizer, a vibrator, a vibrator, a magnetizer, a vibrator, a vibrator, and a magnetizer (80, 81, 82); one and b) a vibrator provided with a magnetizer 81 on the side or rear end of the vibrator 80, a vibrator magnetizer with a magnetizer 81 on the side or rear end of the vibrator 80, the magnetizer 81 side or One of a magnetizer having a vibrator 80 at the rear end, a magnetizer having a side or a vibrator at the rear end of the magnetizer, and c) the magnetizer 81 and its attachment plate 68 and a person spaced apart from the attachment plate A magnetizing vibrator (FIG. 18b) composed of a magnetizer 81, a magnetizer 81, a core 65 between the two, a core outer coil 66 thereof, and a spacer plate 67 spaced apart from the core and the magnetizer. A magnetized vibrator (FIG. 18d), a mounting plate 69, a magnetizer attachment plate 68 mounted thereon, a magnetizer 81 attached to the attachment plate, and an outer coil 66 of the magnetizer and the attachment plate. Equipment including a multifunction device in which one of the configured magnetized vibrators (FIG. 18C) is combined; 2) A material that becomes one of vibration, magnetization, excitation, excitation, excitation magnetization, vibratory magnetization, magnetization vibration, or one of the vibration or magnetization vibration by the multifunction device, and becomes one of the injection-ground and agitation; bookbinder; It is characterized in that at least one of them is used to form the composition.

According to Example 11, the foundation or tail foundation of the present invention is a foundation constructed in the same manner as in Example 10, and the foundation is foundation 1, 2, 3, 4, 5, 6, 7, 8, 9 , 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34 , 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58 1) The foundation 1 is a foundation, a pile, a pier, a solidified body, a solidified body, an improved body, a reinforcement body, an injection body, a spray body, a mixing body, a compact body, an injection body, a grouting body, a reinforcement foundation, a screw foundation, a foundation Solid foundation, solid foundation, mixed foundation, earthquake-resistant foundation, underground foundation, surface foundation, underground foundation, underground foundation, middle-level foundation, deep foundation, side-section foundation, ground foundation, facility foundation, facility support foundation, surface foundation with a thickness of 2 m or less, It is one of a mid-level foundation with a depth of 15 m or less, a deep foundation with a depth of 15 m or more, a foundation with a longitudinal section, and a foundation with a cross section in the depth direction, 2) The foundation 2 is a composite foundation of solidified body and non-solidified surrounding ground, solidified body and reinforcing material of the composite foundation, one of the composite foundations of the solidified body and the reinforcement and the ground, 3) the foundation 3 is a) a wing (21); b) a toothed shaft 20 , a rod, a screw 20 ; c) rotating means (16) for rotating the shaft or the screw (20); d) a backhoe, an auger, an excavator, a boring machine, a press fitter, a penetrator, a driving machine, a fork crane, and a moving means provided with one or more of the blades or rotating means; Composition by consolidation of one or more of binder 30 and soil 31, residual soil 31, sand soil 31, ground 31, slime 32, and reinforcing material inputted by equipment composed of one or more of 1, 2, 3, 4, 5, 28), a solid foundation, and one of a cross-sectional foundation, 4) In the foundation 3, at least one of the blades or screws has a) a1) vibrator, a2) magnetization vibrator, a3) vibrator or magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; 5) The foundation 4 is a composite foundation consisting of one of the foundations 1, 2, 3, 4, 5, 28 and the surrounding ground or the original ground 31,

6) The foundation 5 is a reinforcing foundation in which a reinforcing material 33 is inserted into one of the foundations 1, 2, 3, 4, 5, and 28, 7) the foundation 6 is one of the foundations 1, 2, 3, 4, 5, 28) is a composite foundation composed of a reinforcing material 33 and a ground 31, and 8) the foundation 7 is at least one of soil, residual soil, sandy soil, and slime generated during the composition of one of the foundations. and the binder 30 are agitated and then installed, compacted, and consolidated to form a surface layer foundation (1), 9) The foundation 8 is one of the foundation, the side cross-section foundation, the reinforcement foundation, and the composite foundation (2, 3, 4 . is the surface layer compacted solidified body (1) formed by stirring the residual soil, sand, slime (31, 32) and binder 30 generated during the composition of the solidified body (5, 28) by the backhoe bucket 12, 12 ) The foundation 11 is a composite in which two of the side-section solidified body 5 and the compacted solidified body 1 are combined, 13) the foundation 12 is a) the solidified body 5 and its surrounding non-solidified base ground 31 composed composite foundation; b) a reinforcing base in which the reinforcing material 33 is inserted into the solidified body (1, 5); c) a composite foundation composed of two or more of the solidified body (1, 5), the reinforcing material (33), and the ground (31); one of, 14) the base 13 is a) a cylindrical portion (2); b) a cone part 3 whose diameter or cross-section is gradually reduced along the central axis direction of itself (3); c) a diameter smaller than or equal to the diameter of one of the cylindrical part 2, the cone part 3, the cone part top 3-1, and the cone part middle 3-2, or the same diameter as the cone part bottom 3-3 Cylindrical tail with a (4); It is a columnar foundation 5 composed of two or more in order, 15) the foundation 14 is a) two or more equal-length blades 21 (21a in FIG. 1) for agitating the binder and the ground for the composition of the cylindrical part 2 , 21a in FIG. 3b, 21a in FIGS. 4a and f, 21a in FIG. 5d, 21c in FIG. 19b, etc.); b) two or more variable-length blades 21 having a length shorter than the above length by stirring the binder and the ground to form the cone part 3 (21b in FIG. 1, 21b in FIG. 3b, FIGS. 4a and f 21b of FIG. 5d, 21b of FIG. 19b, etc.); c) Two or more equal-length blades 21 (21c in FIG. 1, 21c in FIG. 3b, FIG. 4) having a length shorter than the two lengths by stirring the binder and the ground to form the tail part 4 21c in a and f, 21c in FIG. 5d, 21a in FIG. 19b, etc.); It is a columnar foundation (5, 28) composed of two or more of the cylindrical part (2), cone part (3), and tail part (4) formed by using at least one of them,

16) a) wing, b) wing of base 14 above. c) at least one of the blades includes: a) a1) vibrator, a2) magnetized vibrator, a3) vibrator or magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; 17) the foundation 15 is a backhoe on the upper part of one of the cylindrical part, cone part, tail part, foundation, and one of the columnar columns (2, 3, 4, 5, 28), and at least one of its buckets It is a surface layer part or a surface layer type foundation (1) installed by at least one of agitation, laying, and compaction by at least one of binder, soil, soil, residual soil, slime, and reinforcing material, 18) in the bucket of the foundation 15, the a ) a1) a vibrator, a2) a magnetized vibrator, a3) a vibrator or a magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; 19) The foundation 16 is the remaining soil 31 generated when one of the cylindrical, cone, tail, foundation, and column-shaped columns 2, 3, 4, 5, 28 is constructed. . ) and the surface-type foundation (1), 21) the foundation 18 is a composite foundation consisting of the column-type foundation (5) and the surface-type foundation (1) installed on its upper part, 22) the foundation 19 denotes one of the cylindrical part, cone part, tail part, foundation, column, surface layer part, reinforcing material 33 into at least one of the surface layers of the surface layer type, the earthquake-resistant foundation, the earthquake-resistant reinforcement foundation, the foundation, and 23) the above The base 20 includes a) a rod 20 on which a wing 21 is mounted; b) the hole (25) of the rod, the nozzle (25), the bit (24), the rotating means (16); c) the arm 14 on which the rotating means is mounted; d) a boom 13 with its arms; e) a backhoe, auger, excavator, boring machine, fork crane 10 equipped with at least one of the rods and booms; f) a device for inputting the reinforcing material 33, a press fitter, a driving machine, and a crane 11; the foundation (1, 2, 3, 4, 5, 28) constructed using equipment composed of one or more of 24) in the foundation 20, at least one of the rods, holes, nozzles, and bits includes a) a1 ) vibrator, a2) magnetized vibrator, a3) vibrator or magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; One of them is provided,

25) In the foundation 21, equipment consisting of at least one of a supply hose 64 sequentially connected to the rod 20, a pump 63, a blender 62, a hopper 61, and a silo 60 is used. 26) at least one of the rod, supply hose and silo in the foundation 21 includes: a) a1) vibrator, a2) magnetized vibrator, a3) vibrator or magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; 27) the base 22 is provided in at least one of the wings, equipment, rods or cranes, hoses and silos a) a vibrator 80, a magnetizer 81, a vibrator 80, a magnetizer vibrator (82), the excitation magnetizer 82, the magnetization vibrator 82, the vibrating magnetizer 82; b) or the foundation (1) constructed by using equipment equipped with at least one of the vibrators and vibrating magnetizers (70) for vibrating, magnetizing, excitation, magnetizing vibrator, excitation magnetization, magnetizing vibration, vibrating magnetization, etc. , 2, 3, 4, 5, 28), and 28) the foundation 23 is a binder 30 used for the composition of the foundation; a binder 30 supplied through the equipment; The binder slurry 30 blended in the blender; the slurry 30 sprayed through the nozzle 25; the rod 20 rotated by the rotating means; The blade 21 rotates by the rotation; agitation by the blades; a bucket 16 mounted on a certain backhoe 12; agitation by its bucket; 29) In the foundation 23, the binder includes: a) a1) vibrator, a2) magnetized vibrator, a3) vibrator or magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; one of them is mounted, 30) the foundation 24 is soil 31, soil, residual soil, ground, slime 32, solidifying material, reinforcing material 33, the binder 30, stirring, curing at least one of the slurry is the foundation formed by one or more of

31) The foundation 25 is a surface layer formed by the agitation of the columnar foundations 2, 3, 4, 5, 28 and the bucket 16 mounted on the backhoe 12 formed by the stirring of the blades 21. It is a composite foundation composed of a mold foundation (1), 32) in the foundation 25, at least one of the blades and the bucket includes: a) a1) a vibrator, a2) a magnetized vibrator, a3) a vibrator or a magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; 33) The foundation 26 is one of the surface-layer foundation (1) formed by stirring of the bucket, and the columnar foundation (2, 3, 4, 5, 28) formed by stirring of the blades, , 34) the foundation 27 is a foundation composed of two or more of the surface layer part, the cylindrical part, the cone part, and the tail part, 35) the foundation 28 is the surface layer part and the cylindrical part, the surface layer part and the cone part, the surface layer part and the tail part, the cylindrical part and the cone part, Cylindrical and tail, cone and tail, surface and cylindrical and cone, surface and cylindrical and tail, cylindrical and cone and tail, surface and cylindrical, cone and tail, composite foundation , is one of the reinforced foundations, 36) the foundation 29 has its own a) a depth of 15m or less, 5-15m; b) The tip is mounted on the weathered soil layer, the weathered rock layer, and the N level 18~35 strata; At least one of the foundation, the side cross-section foundation, and one of the solidified body to the grouting body, 37) the N value is calculated by a standard penetration test, 38) the foundation 30 is the same cross-section (2) Mounted on the stratum with an N value of 15 to 30, the lower equal cross-section 4 having a smaller diameter than the same cross-section is mounted on the stratum with an N value of 18 to 35, and the cone cross-section 3, which is intermediate between the upper and lower portions, is N-value It is one of the foundation, the cross-section foundation, and the solidified body to the grouting body, which is at least one of mounting on the stratum of 16 to 32, 39) The foundation 31 is a building with 8 stories or less placed on top of it, and a load facility of 25 to 45 ton/m2 or less , 250 to 450 kN/m 2 or less is one of the foundation, the cross-section foundation, the solidified body to the grouting body, which supports one of the load structures, 40) the foundation 32 is generated at the time of the composition or the foundation (2, 3, 4 .

41) The foundation 33 is a surface layer foundation (1) formed by laying, compacting, and consolidating after at least one of binder, soil, residual soil, sand, slime, and reinforcing material is stirred by the rotation (27) of the blade (21), the The surface layer part, is one of the surface layer foundations, 42) the foundation 34 is a backhoe 12, a bucket 16 mounted thereon, a wing mounted inside the bucket, and a rotary blade mounted inside the bucket. It is one of the surface layer foundation (1), the surface layer part, and the surface layer type foundation formed by laying, compacting, and consolidating after one or more of the binder, soil, residual soil, sand soil, slime, and reinforcing material is stirred, 43) The foundation 35 is At one time of formation, stirring, injection or grouting, one or more of binder, soil, soil, residual soil, ground, slime, and reinforcing material is stirred by the blades to form the foundation, 44) the foundation 36 is the vibrator or vibrating magnetizer Vibration 85, magnetization 86, excitation 85, magnetization excitation 87, excitation magnetization 87, magnetization vibration 87, vibrating magnetization 87 by one 70 of the binder (30) is the foundation composed by using, 45) the foundation 37 is water, resin, ocher, lime, gypsum, ash, waste powder, dust, iron powder, stone powder, fiber, ionized water, carbonated water, Carbon sand, binder, cement, slag, fiber, graphene, reinforcing material, admixture, solidifying material, by-product, microorganism, hydration reagent containing Ca component, hydration binder containing Na component, silica product containing Al component , at least one of a catalyst containing Ti component, a sol-gel agent containing H component, a trapping agent containing Si component, a carbonation agent containing Mg component, a by-product agent containing Fe component, and a cell-containing individual growth agent. is the foundation included, 46) the foundation 38 is 60 to 80 parts by weight of the hydration reagent, 5 to 10 parts by weight of the hydration fixing agent, and the silica based on 100 parts by weight of the binder 30 in its entirety 4 to 7 parts by weight, 1 to 3 parts by weight of the sol-gel agent, 6 to 12 parts by weight of the collecting agent, 4 to 4 parts by weight of the carbonation agent 8 parts by weight of at least one of the above-mentioned basis,

47) The basis 39 is its N value 15 to 35; strength 25-45 ton/m2; Strength 25~45ton/m2 × safety factor, or (25×1.1~3.0)ton/m2 ∼ (45×1.1~3.0)ton/m2, which is a value calculated by 1.1~3.0; Maximum strength 100ton/m2; 48) the foundation 40 is one of the surface layer part and the surface layer foundation mounted on one of the foundation, the underground foundation, the middle layer foundation, the deep foundation, the side foundation, the solidified body to the grouting body, 49 ) The foundation 41 is a composite foundation composed of one of the foundation, the underground foundation, the middle foundation, the deep foundation, the marginal foundation, the solidified body to the grouting body, and the surface foundation, 50) the foundation 42 is the foundation, the underground foundation, the middle layer foundation , deep foundation, cross-section foundation, solidified body to grouting body and its surrounding non-solidified ground or composite foundation consisting of the original ground 31, 51) The foundation 43 is the foundation, the underground foundation, the middle layer foundation, the deep foundation, It is a composite foundation composed of a side cross-section foundation, one of a solidified body - a grouting body, and a ground that is not one of the stirring, injection or grouting, 52) The foundation 44 is the rod 20 spraying the binder 30 is the ground is a reinforcing foundation formed by permanently remaining in the ) The foundation 46 is a reinforcing foundation composed of the rod 20 permanently placed in the ground and one (2, 3, 4, 5, 28) of the solidified body to the grouting body formed around it, 55) the foundation 47 is a reinforcing foundation consisting of one of the foundation, underground foundation, middle-level foundation, deep foundation, edge-face foundation, surface foundation, solidified body to grouting body and a reinforcement inserted therein, 56) the foundation 48 is that the reinforcement is a crane, a crane, It is one of the above-mentioned foundation, reinforced foundation, composite foundation, side-section foundation, surface foundation, solidified body - grouting body,

57) In the foundation 49, the reinforcing material includes beams, reinforcing bars, wire mesh, fibers, piles, steel pipes, rods, meshes, lattices, pipes, casings, wires, fibers, reinforcing bars, screws, expansion plates, reinforcing materials, reinforcement with plates, reinforcement with expansion plates One or more of the above foundation, reinforced foundation, composite foundation, underground foundation, middle-layer foundation, deep foundation, side foundation, surface foundation, solidified body to grouting body, 58) The foundation 50 has its own a) depth of 15m or more, 100m or less, 15-100m by the reinforcing material 33; b) The tip is placed on the bedrock, placed on the soft rock, placed on the strata with an N value of 30 or higher, placed on a strata with an N value of 100 or less, and placed on a strata with an N value of 50 to 100; At least one of the foundation, the reinforced foundation, the composite foundation, the side-section foundation, and the solidified body to the grouting body, 59) The foundation 51 is an earthquake-resistant facility, an earthquake-resistant house, an earthquake-resistant building, an earthquake-resistant structure by the reinforcing material 33, 8 Buildings with more than one storey, buildings with less than 100 stories, facilities with a load of 25 to 45 ton/m2 or more, the above foundation supporting one of the structures with a load of 250 to 450 kN/m2 or more, reinforced foundation, composite foundation, side foundation, surface foundation, solidified body to grouting One of the sieves, 60) the foundation 52 is a combination of a solidified body (2, 3, 4, 5, 28) and an unsolidified ground 31, a solidified body and its surrounding ground or original ground, a solidified body and a rod, It is one of a combination of a solidified body and a reinforcing material, a combination of a solidified body and a screw, a solidified body and a rod and the ground, a solidified body and a reinforcing material and a ground, and a solidified body and a screw and the ground, 61) the foundation 53 is the composite foundation that is the combination and 62) the base 54 is a base material of at least one of ground, slime, vibration treatment slime, magnetization treatment slime, vibration magnetization treatment slime, magnetization vibration treatment slime, slime discharged in the stirring process, and slime discharged in the grouting process by the blades and binder, water, resin, loess, ionized water, carbonated water, carbon sand, fiber, graphene, reinforcing material, admixture, by-product, and at least one binder of microorganisms, or vibration, magnetization, excitation, magnetization, excitation, magnetization, vibration, vibration One of the magnetization-treated binders is agitated to form the foundation or composite foundation,

63) The foundation 55 is a wall, wall, column, support, support, support, reinforcement, improvement, repair, degree, waterproofing, permeability, barrier, filtration, reaction, purification, imperviousness, retaining wall, water barrier, underground wall, continuous wall , reactive permeable, the above-mentioned foundation or composite foundation of one use of an underground continuous wall, 64) the foundation 56 is composed of primary, secondary, tertiary and quaternary support layers, a) the primary support layer (1) is a support layer that is formed by stirring at least one of earth, sand, sand, and slime and a binder discharged during the composition of the secondary, tertiary, and quaternary support layers, and is mounted on top of the secondary support layer, b) the The secondary support layer (2) is the upper part of the side-section solidified layer formed by one of the injection or grouting of the binder into the ground by a rod equipped with wings or a rotating rod, or a support layer of a region corresponding to the same cross-section of the upper part , c) the tertiary support layer 3 is a support layer in a region corresponding to the cone cross-section between the secondary support layer and the quaternary support layer, d) the quaternary support layer 4 is the lower or As the same cross-section of the lower part, it is the foundation or composite foundation, which is a support layer of a portion corresponding to the same cross-section having a smaller diameter than the second same cross-section, 65) The foundation 57 has a) a side section, two side sections , 3 side section, 2 step side section, multi-step side section, column side section, top and bottom edge section, top and bottom edge section, cone section, cone section, funnel section, dot-axis section, incrementally cross section, dot-axed section, incrementally expanded section, after increasing dotted axis Cross-section, equal and incremental cross-section, equal and then dotted cross-section, equal and then equal and equal, then equal and dotted, equal cross-section, equal and then cone-shaped, identical cross-section, b) same cross-section and a cone cross-section at the lower portion of the column body and its lower portion The same cross-section having a smaller diameter than the same cross-section, c) the same cross-section column and a cone cross-section at its lower portion and the same cross-section column with a smaller diameter than the same cross-section at its lower portion, d) or an axis, length, column, the For one of the rods, the base or It is a complex foundation,

66) The foundation 58 is a foundation having at least one of average or reduced specific gravity, weight, density, strength, stiffness, water content, bearing capacity, adhesive force, friction angle, elastic modulus, Poisson's ratio, and internal friction angle of two or more of the solidified body, reinforcing material, and ground and 67) one of the specific gravity to the internal friction angle of the average is based on one of the calculations a, b, and c, 68) the calculation a is (one of the specific gravity to the internal friction angle of the solidified body (referred to as p1) + the above One of the specific gravity or internal friction angle of the ground (referred to as p2)) ÷ 2, 69) The calculation b is (referred to as p1 + one of the specific gravity or internal friction angle of the reinforcement (referred to as p3)) ÷ 2 calculated, 70) the calculation c is calculated as (the p1 + the p2 + the p3) ÷ 3, 71) one of the specific gravity or the internal friction angle of the conversion is calculated 1, 2, 3, 4, 5, 6 , 7, 8, 9, 72) The calculation 1 is (the p1 × the area of the solidified body (referred to as A1) + the p2 × the area of the ground (referred to as A2)) ÷ (the A1 + the above) A2) is calculated as A2), 73) the calculation 2 is (the p1 × the A1 + the p3 × the area of the reinforcement material (referred to as A3)) ÷ (the A1 + the A3), 74) the calculation 3 is (the p1 × the A1 + the p2 × the A2 + the p3 × the A3) ÷ (the A1 + the A2 + the A3), 75) the calculation 4 is (the p1 × the volume of the solidified body (V1) (referred to as ) + the p2 × the volume of the ground (referred to as V2)) ÷ (the V1 + the V2), 76) The calculation 5 is (the p1 × the V1 + the p3 × the volume of the reinforcement ( (referred to as V3)) ÷ (the V1 + the V3), 77) the calculation 6 is (the p1 × the V1 + the p2 × the V2 + the p3 × the V3) ÷ (the above Calculated as V1 + the V2 + the V3), 78) the calculation 7 is (the p1 × the area of the solidified body with respect to the rotating rod direction (referred to as A11) + the p2 × the above for the rotating rod direction) The area of the ground (referred to as A21)) ÷ (A11 + A21 above) 79) The calculation 8 is (the p1 × the A11 + the p3 × the area of the reinforcement with respect to the rotating rod direction (A31) )) ÷ (the A11 + the A31), 80) the calculation 9 is (the p1 × the A11 + the p2 × the A21 + the p3 × the A31) ÷ (the A11 + the A21 + the A11) A31), 81) the specific gravity is unitless, the weight is ton, the density is t/m ³ , the strength is t/m ² , the water content is %, the bearing capacity is t/m ² , the adhesion is t/m ² , The friction angle is in degrees (°), the modulus of elasticity is t/m ² , the Poisson’s ratio has no units, and the internal friction angle has a unit or a physical quantity in degrees (°),

82) The bearing capacity of the foundation is calculated using at least one bearing capacity formula among Terzaghi, Meyerhof, and Hansen, 83) The Terzaghi bearing capacity formula is q _u = αcN _c + βBr ₁ N _r + r ₂ D _f N _q , 84 ) The Meyerhof bearing capacity formula is q _u = αcN _c F _cs F _cd F _ci + βr ₁ BN _r F _rs F _rd F _ri + r ₂ D _f N _q F _qs F _qd F _qi , 85) The Hansen bearing capacity formula is q _u = αcN _c s _c d _c i _c g _c b _c + βr ₁ BN _r s _r d _r i _r g _c b _r + r ₂ D _f N _q s _q d _q i _q g _c b _q , 86 ) where q _u = bearing capacity of the foundation; α = basic shape factor; β = basic shape factor; B = base width; c = adhesion; Df = depth of penetration of the foundation; Wherein Nc, Nr, Nq = bearing force coefficient; The Fcs, Frs, Fqs = shape factor; The Fcd, Frd, Fqd = depth coefficient; Wherein Fci, Fri, Fqi = slope coefficient; Wherein sc, sr, sq = shape factor; where dc, dr, dq = depth coefficient; where ic, ir, iq = slope coefficient; Wherein gc, gr, gq = ground coefficient; Wherein bc, br, bq = bottom slope coefficient; 87) The ultimate bearing capacity of the foundation is one of the 1 bearing capacity, 2 average bearing capacity, and 3 average bearing capacity calculated above, 88) The allowable bearing capacity of the foundation is the maximum bearing capacity as a safety factor (F _s ) q _ㅁ = q _u / F _s or q _ㅁ = q _u / 3 89) The amount of settlement of one (40) of the facilities, buildings, and structures supported by the foundation is the formula S = q·B·(1-μ ² )/E·I _w , the formula by the load test using the ground properties S = S ₃₀ ㆍ(2B/(B+0.3)) ² , the formula by N value S = 0.4ㆍ(P _o /N)ㆍHㆍlog(P _o +ΔP)/P _o An individual settlement amount or an average settlement amount of two or more, 90) above q = load strength acting on the foundation or load strength of the facility, B = foundation width, μ = Poisson’s ratio of the ground, E = modulus of elasticity of the ground, I _w = under settlement It is characterized as the effect value of the result, S ₃₀ = the amount of settlement of the loaded plate during the loading test, H = the thickness of the soil layer, P _o = the effective overhead load of the ground, and ΔP = the increase in the vertical stress due to the load of the facility.

Equipment, devices, instruments, means, blades, rods, etc. that form the basis of the present invention are equipment for forming a foundation while including the multifunction device described in Example 10 according to Example 12, 1) The equipment is Equipment 1 , 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15; 2) the device 1 comprises: a) a wing 21; b) rotating (27), descending (110), ascending (111), moving, penetrating (110), pulling (111), and rotating or pulling out one or more of the toothed or the wing 21 in the ground one or more of shaft, rod, auger, pile, steel pipe, casing, pipe, and screw 20, and 3) at least one of the equipment 1, blade, and screw 20 has a) a1) vibrator, a2) magnetized vibrator , a3) a vibrator or a magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; 4) The equipment 2 includes a motor, a hydraulic motor, a rotary means, a drive, a two-axis rotary means, a three-axis drive, and a multi-axis rotation on which one 20 of the shaft or screw is mounted or rotates one. means, multi-axis drive, auger drive, rotary drive, rotary press-fitting drive, pile drive, steel pipe drive, and screw drive 16; One is provided, wherein the vibrator to the multifunction device includes: a) a1) a vibrator, a2) a magnetized vibrator, a3) a vibrator or a magnetized vibrator; b) vibrator, vibrator, vibrator; c) magnetized vibrator; all-in-one; to be. 6) the equipment 3 is mounted on at least one of the shaft or screw, motor or screw drive, or lowering, lifting, moving, penetrating, drawing out at least one; or the descent or pull-out from the ground; One or more of a backhoe, auger, excavator, boring machine, fork crane, and moving means (10), 7) at least one of the equipment 3, backhoe or moving means is provided with one of the vibrator - multifunction machine, 8 ) The equipment 4 is a boom 13 of one of the backhoe or moving means; an arm (14) connected to its boom; its arm distal end (15); Cradle hitch (15) of this tip; at least one of the buckets 16 mounted on the tip or the cradle hitch, 9) at least one of the equipment 4, boom, and bucket is provided with one of the vibrator - multifunction device, 10) the equipment 5 is the blade, shaft two or more of a hose (64), a pump (63), a compounder (62), a silo (60) sequentially connected to one of the screws,

11) At least one of the equipment 5, hoses and silos is equipped with one of the vibrator and multifunction device, 12) the equipment 6 supplies, pumps, mixes, and stores the binder 30. The hose, pump , a blender, at least one of a silo, 13) at least one of the equipment 6, a hose, and a silo is provided with one of the vibrator to a multifunction machine, 14) the equipment 7 is the blade 21 for spraying the binder 30 ), at least one of the shaft to the screw 20, 15) at least one of the equipment 7 and the blade to the screw is provided with one of the vibrator to the multifunction device, 16) the equipment 8 is to spray the binder 30 It is at least one of a hole 25, a hole 25, a nozzle 25, a bit 24, and an excavation bit 24 formed in one of the blade, shaft or screw, 17) the equipment 8, hole or excavation At least one of the bits is provided with one of the vibrator - the multifunction device, 18) the equipment 9 sprays the binder 30, and the hole 25, the hole 25, the nozzle 25 formed in the bit 24 ), 19) at least one of the equipment 9 and the hole to the nozzle is equipped with one of the vibrator to the multifunction device, 20) the equipment 10 is the blade to At least one of the excavation bits,

21) At least one of the equipment 10 and the blade or the excavation bit is provided with one of the vibrator and the multifunction device, 22) the equipment 11 is the backhoe or the cradle hitch from which at least one of the shaft or screw, the motor or the screw drive is detached one of the buckets (16) mounted on one (12), 23) at least one of the equipment 11 and the bucket is equipped with one of the vibrator to the multifunction device, 24) the equipment 12 is mounted inside the bucket 16 a blade, one of the rotary blades mounted inside the bucket 16, 25) at least one of the equipment 12 and the blades is provided with one of the vibrator - multifunction device, 26) the equipment 13 is a surface foundation belonging to the foundation (1) one of the backhoe, auger, excavator, boring machine, fork crane, and moving means (12) forming (1), 27) one of the equipment 13, the backhoe or the moving means is provided with one of the vibrator-combination machine, 28 ) The equipment 14 is one of a bucket 16 mounted on the tip 15 of one of the arms of the backhoe or moving means corresponding to the equipment 13, a wing mounted inside the bucket, and a rotary blade mounted inside the bucket. and 29) at least one of the equipment 14, the bucket, and the wing is provided with one of the vibrator to the multifunction machine, 30) the equipment 15 is a crane 11, a crane, and a penetrator for inserting the reinforcement 33 into the foundation , embedding machine, driving machine, excavator, one of the moving means (11), 31) one of the equipment 15, the crane or the moving means is characterized in that one of the vibrator-combination machine is provided.

According to Example 13, the base or the tail base of the present invention includes equipment including the multifunction device described in Example 10; b) a material which becomes one of vibration, magnetization, excitation, excitation, excitation magnetization, vibratory magnetization, magnetization vibration, or one of the vibration or magnetization vibration by the multifunction device, and becomes one of the injection - ground and stirring; bookbinder; 1) The material is one of materials 1 and 2, 2) the material 1 is a material including at least one of the microorganisms and 4 substances described in Example 4, 3 ) The material 2 is a material containing at least one of 60 to 80 parts by weight of the hydration reagent to 4 to 8 parts by weight of the carbonation agent and at least one of the resin or microorganism, 4) The equipment is the equipment described in Example 12 and 5) the basis is characterized in that it is the basis described in Example 11.

According to Examples 1, 2, 3, 4, etc. in the simplest form of the foundation, foundation composition equipment, foundation use facility, foundation material, etc. 1) a certain thickness, depth, height, depth, area, surface area, cross-sectional area , having a quadrilateral cross-section, a quadrilateral cross-sectional area, a cross-sectional area, a horizontal cross-sectional area, etc.; 2) the surface layer portion (1); its lower end, lower portion, lower surface, lower portion, lower surface; Downward, orthogonal, inclined, underground, underground, etc. on the back or back, the length, depth, thickness, depth, etc. smaller than the surface layer, thickness or horizontal cross-sectional area, etc. a cylindrical part, a body part, a head part, a cylindrical base, and a cylindrical part base (2) having an area, a horizontal cross-sectional area, etc.; 3) the surface layer portion (1), the cylindrical portion (2); one of the lower, lower, lower, lower, lower; Cone part, middle part, connection part, cone foundation, cone part foundation (3) which is downward, orthogonal, inclined, underground, underground, middle layer, etc. on the back, gradually shrinking, diameter is point axis, cross-sectional area is point axis, etc.; 4) the surface layer portion (1), the cylindrical portion (2), the cone portion (3); one of the lower, lower, lower, lower, lower; Downward from the back, underground, underground, deep (深層), such as the surface layer portion, cylindrical portion, cone portion; Among them, length, depth, depth, cross-section, cross-sectional area, length, depth, depth, etc. longer or shorter than the length, depth, depth, cross-sectional area, horizontal cross-sectional area, etc. Tail with nominal diameter, cross-section, cross-sectional area, distal surface, distal area, average cross-sectional area, cross-sectional area, horizontal cross-sectional area, average cross-sectional area, nominal diameter of surface layer, cross-sectional area of cylinder, average diameter of cone, average cross-sectional area of cone, etc. part, tail part, leg part, base of tail, base of tail (4);

5) a certain binder, solidifying agent, solidifying material 30 or vibrator 80, magnetizer 81, vibrator 80, magnetizer 82, excitation magnetizer 82, magnetization vibrator 82 ), vibration 85, magnetization 86, excitation 85, magnetization vibration 87, excitation magnetization, magnetization vibration, vibration magnetization 87, magnetization vibration 87 processed by the vibration magnetizer 82, etc. Binder, solidifying agent, solidifying material, etc. 30 such as vibrating magnetization 87 are used, used, applied, stirred, mixed, mixed, added; or agitation with soil, soil, residual soil, sandy soil, ground, slime, reinforcing material, and the like; The surface layer portion (1), the cylindrical portion (2), the cone portion (3), the tail portion (4), etc.; 11, 12, 14, 15, 16, etc.; 6) Support, support, support, support, or support one (40) of a building with 8 stories or less placed on top of itself (at least one of the surface and tail portions), a load facility of 25 to 45 ton/m2 or less, and a load structure of 250 to 450 kN/m 2 or less; The surface layer to the tail part (1, 2, 3, 4, 5, 28), such as a support; 7) the surface layer part to the tail part into which a certain reinforcement material 33 is inserted; 8) One of earthquake-resistant facilities, earthquake-resistant houses, earthquake-resistant buildings, earthquake-resistant structures, buildings with more than 8 stories, buildings with less than 100 stories, facilities with loads of 25 to 45 ton/m2 or more, and structures with loads of 250 to 450 kN/m or more (40) The surface layer to the tail to support, support, support, support, etc.; 9) the surface layer or tail portion composed of at least one of the surface layer portion and the tail portion and the surrounding non-solidified ground; 13, 10) at least one of the surface layer to the tail (1, 2, 3, 4, 5, 28), the reinforcement 33, the ground 31, the surface layer to the tail portion consisting of; 11) At least one of the average or converted specific gravity, weight, density, strength, stiffness, water content, bearing capacity, adhesion, friction angle, elastic modulus, Poisson's ratio, and internal friction angle of at least one of the surface layer part and the tail part and at least one of the reinforcing material and the ground The surface layer portion to the tail portion having a; 12) the order of the surface layer part, the cylindrical part, the cone part, and the tail part; all; two or more; foundation (1, 2, 3, 4, 5, 28), solidified body, improved body, reinforcing body, improved foundation, grouting body, composite foundation;

13) two or more blades 21 having the same or variable length for the composition of the surface layer portion 1; 14) two or more blades 21 having the same length for the composition of the cylindrical portion 2 and having the same or different length as the length of the blade used for the composition of the surface layer portion; This corresponds to 21a in FIG. 1, 21a in FIG. 2, 21a in FIG. 3b, 21a in FIG. 4f, 21a in FIG. 5d, 21c in FIG. 19b, etc. 15) For the composition of the cone part 3, the surface layer part , Two or more blades 21 having a variable length while shorter than the blades used in the composition of one of the cylindrical parts; This is for 21b of FIG. 1 , 21b of FIG. 2 , 21b of FIG. 3b , 21b of FIG. 4f , 21b of FIG. 5d , 21b of FIG. 19b , etc., 16) for the composition of the tail 4 . Two or more blades 21 having the same length and shorter length than the blades used in the composition of the surface layer part, the cylindrical part, and the cone part; This corresponds to 21c in Fig. 1, 21c in Fig. 2, 21c in Fig. 3b, 21c in Fig. 4f, 21c in Fig. 5d, 21a in Fig. 19b, etc. 17) The rod 20 on which at least one of the wings is mounted. ), rotating rods, stirring rods, two or more rods, two or more rods in combination; 18) a hole, a hole, a nozzle, a bit, an excavation bit, and the hole or bit for spraying a binder formed in the rod;

19) a backhoe, auger, and excavator (10, 12) equipped with the wing, rod, etc.; the boom 13 of one of the backhoe, auger, and excavator; an arm 14 mounted on its boom; its arm distal end (15); The tip of the cradle hitch (15); Rotating means (16) mounted on its tip or cradle hitch, bucket (16); 20) the rod 20 mounted on the rotating means 16 by injecting and stirring the binder 30 into the ground 31 for the composition of the bases 2, 3, and 4 of the side surfaces; 21) The tip of stirring the binder 30, soil 31, soil 31, residual soil 31, sand soil 31, slime 32, reinforcing material 33, etc. for the composition of the surface foundation (1) the bucket 16 mounted on (15); 22) a binder supply hose 64, a pump 63, a blender 62, a hopper 61, a storage or a silo 60 sequentially connected to the blade 21, the rod 20, etc.; 23) or the vibrator 80, the magnetizer 81, the vibrator 80, the magnetizer 82, the excitation magnetizer 82, the magnetization vibrator 82, the vibrator magnetizer 82, etc. 70 the provided rod or silo; 24) equipment equipped with the blades or silos; 25) equipment for inserting the following reinforcement; One of this equipment is inserter, intruder, excavator, and driving machine;

26) the binder 30 supplied by the hose or the silo; or vibration, magnetization, excitation, magnetization excitation, excitation magnetization, magnetization vibration, vibratory magnetization, and the like; 27) materials 30 such as the binder and soil, soil, sand, sand, sand, slime, reinforcing material, and solidifying material; 28) The binder 30 is injected, injected, sprayed, mixed, mixed, penetrated, poured, stirred, agitation, compaction, injection) by the rod or equipment, etc. , grouting; the injection or grouting into the ground; ground and said injection or grouting; 29) The base (1, 2, 3, 4, 5, 28), solidified body, improved body, reinforcement body, underground foundation, surface foundation, grouting body; 30) a reinforcing foundation in which a reinforcing material 33 is inserted into the foundation or the grouting body 1, 2, 3, 4, 5, 28; 31) a composite foundation composed of the foundation and its surrounding non-solidified ground; 13 , 32) a facility, house, building, structure 40 in which the foundation is used or supported; etc. are applicable.

The foundation, pile, pier, improved body, reinforcing foundation, composite foundation, grouting body, screw foundation, expanded plate foundation, surface layer foundation, cylindrical part foundation, cone part foundation, tail part foundation, etc. According to the above-described 1) surface layer, top, surface base, superficial base ~ 4) tail, tail, leg, tail base, tail base (4); 5) Two or more wings with the same or variable length, flat wings, single wing, double wing, protruding wing, wing with protrusion 23, wing with protrusion 23 on the tip 22, etc. 21 are used The surface layer part or the surface layer foundation (1) composed; 6) Two or more wing, flat wing, single wing, double wing, protruding wing, projection having the same or different length as the length of the wing used for the composition of the surface layer The cylindrical part or the cylindrical base (2) formed by using the blades with wings, the protrusions 23 on the tip 22, and the blades with 21; 7) Two or more wings, flat wings, single wing, double wing, protruding wing, shorter than the wing used in the composition of one of the surface layer part and the cylindrical part and having a variable length or varying length , The cone part or cone base (3) formed by using a wing with a projection, a wing with a projection on the tip, etc.; 8) Two or more wings, flat wing, single wing, double wing, protruding wing, protrusion having the same length and shorter than the wing used for the composition of the surface layer part, the cylindrical part, and the cone part The tail part or the tail base (4) formed by using a wing with a wing, a wing with a projection on the tip, etc.;

9) by the rotation 27 of the blade 21 a) soil 31 , soil 31 , residual soil 31 , sand soil 31 , ground 31 , solidifying material 30 , binder 30 ), slime (32); b) or b1) the above-mentioned soil or slime (soil, soil, residual soil, sandy soil, ground, solidification material, binder, slime) generated when one or more of the cylindrical part, cone part, and tail part is formed, b2) soil, soil, residual soil, sand, b3) slime (32) ejected to the ground during the above composition, b4) ejected to the ground through a boring hole formed in the ground by inserting the underground 31 of the following rod 20 The soil or slime, such as the slime 32; The surface layer part 1, the cylindrical part 2, the cone part 3, and the tail part 4 which are solidified after at least two of them are stirred, mixed, mixed, etc.; 10) the wing 21 itself (rod, 20); its face, surface, outer surface, perimeter; a) Injection, dosing, spraying, mixing, mixing by a loaded rod, 1 rod, 2 rods, 3 rods, any 3 rods, multiple rods, 2 or more rods, 2 or more connecting rods, etc. , penetration, pouring, agitation, compaction, injection, grouting; b) the injection or grouting into the ground (31); c) the binder 30 is injected or grouted; d) the injection or grouting of the binder 30 in the ground 31; The surface layer portion (1), the cylindrical portion (2), the cone portion (3), the tail portion (4) composed of one or more of;

11) By at least two of the supply hose 64, the pump 63, the blender 62, the hopper 61, the storage or the silo 60 sequentially connected to the rod 20, the binder 30 is The surface layer part, the cylindrical part, the cone part, and the tail part formed by at least one of injection or grouting; 12) The stirring, solidification, injection or grouting (injection, input, spraying, mix, mixing, infiltration, pouring, stirring, compaction, injection, grouting), agitated body by one or more of binders, solidification body, injection body, input Sieve, spray body, impregnated body, poured body, compact body, injection body, grouting body, binder stirring body, binder solidified body, binder injection body, binder injection body, binder spray body, binder impregnated body, binder poured body, binder compact body , Binder injection body, one of the binder grouting body from the surface layer portion to the tail portion; 13) a) said rotation, stirring, solidification, injection or grouting; Soil or slime (soil, earth, sand, sand, soil, solidifying material, binder, slime; b) before, during, after, simultaneously with one of the rotation or grouting; At least one of the reinforcing material 33, the rod 20, at least one of the surface layer portion or the tail portion is inserted; 14) The rod 20 inserted into the ground after one of the rotation to grouting (rotation, stirring, solidification, injection to grouting) is permanently retained in the ground without being pulled out to the ground to serve as a reinforcement;

15) the rod 20 or the stiffener 33 a) a ring, pin, plate, bar, rod, chip, mesh, tube, shaft, beam, auger, packer, protrusion, bolt, nut, washer, anchor, spiral , mesh, band, fiber, carbon, rope, screw, mesh, wire, grid, wedge, wire mesh, rebar, iron wire, iron rod, steel bar, pile, rod, wire, fiber, rebar mesh, casing, pipe, reinforcing material, carbon yarn , graphene, spiral body, screw body, helical body, spiral body, micropile; b) or the ring or micropile provided with protrusions, bars, pins, protrusions, etc.; One or more of the use, application, insertion, embedding, etc. the surface layer to the tail; 16) a) backhoe, auger, crane, excavator, boring machine, press-in machine, intruder, driving machine, fork crane, moving means (10, 11, 12) for inserting the rod or the reinforcing material; b) one of the booms (13, boom, cradle, etc.); c) an arm (14, arm, arm, etc.) mounted on its boom; d) the tip of this arm (15, 先端, end, etc.); e) the cradle hitch (15, cradle hitch, mounting bracket, etc.) of this tip; f) a rotating means (16, rotator), a bucket (16, bucket) mounted on the tip or cradle hitch, a rotating means (16) for rotating the rod, a bucket (16) for stirring the binder and the soil, the binder and the soil Bucket 16 to form a surface layer by stirring; The surface layer portion to the tail portion composed of one or more of the use; 17) One (10, 12) the rod 20 mounted above, and the surface layer to the tail formed by using the wings 21 provided therein;

18) the surface layer part or the tail part into which the reinforcing material 33 is inserted by at least one of the backhoe and the bucket 11; 19) the wings, rods, backhoes or buckets; Alternatively, one 70 of the vibrator 80, the magnetizer 81, the vibrator 80, the magnetizer 82, the excitation magnetizer 82, the magnetization vibrator 82, and the vibrator magnetizer 82 is mounted. said wings or buckets; One (10, 11, 12) of the surface layer to the tail formed by at least one; 20) the rod 20 or the reinforcing material 33 inserted while rotating or rotating by the rotating means 16 is used to form the surface layer to the tail; 21) the surface layer part or the tail part formed by being stirred and then solidifying at least two of the soil or slime by the rotation (27) of the blade (21) provided in the rotating rod (20); 22) a) the cylindrical part 2, the cone part 3, and the tail part 4 are formed in the underground 31, b) the surface layer part which proceeds in the order in which the surface layer part 1 is formed on top of the composition to tail; 23) a) the reinforcing material 33 is inserted into the ground, b) the cylindrical portion 2, the cone portion 3, and the tail portion 4 are formed around the inserted reinforcing material, c) on top of the composition thereof The surface layer portion to the tail portion that proceeds in the order in which the surface layer portion (1) is composed; 24) a) the cylindrical portion 2, the cone portion 3, and the tail portion 4 are formed, b) the reinforcing material 33 is inserted into the cylindrical portion, the cone portion and the tail portion after their composition, c) The surface layer portion to the tail portion that proceeds in the order in which the surface layer portion (1) is formed after its insertion; 25) a) the cylindrical part 2, the cone part 3, and the tail part 4 are formed underground, and b) the reinforcement 33 is inserted into the cylindrical part, the cone part and the tail part after the composition thereof; c) the surface layer part to the tail part which proceeds in the order in which the surface layer part 91) into which the reinforcement material is inserted after its insertion;

26) a) surface layer portion, solidified surface layer portion, surface layer solidified body, surface layer foundation corresponding to the surface layer portion (1); b) a reinforcing surface layer part, a reinforcing solidified surface layer part, a reinforcing surface layer solidified body, a reinforcing surface layer foundation, an earthquake-resistant reinforced surface layer foundation; one of the surface layers; 27) a) a cylindrical part, a solidified cylindrical part, a cylindrical solidified body, a cylindrical base, a underground cylindrical base, corresponding to the cylindrical part (2); b) a reinforcing cylindrical portion, a reinforcing solidified cylindrical portion, a reinforcing cylindrical solidified body, a reinforcing cylindrical foundation, an underground reinforcing cylindrical foundation, an earthquake-resistant reinforcing cylindrical foundation; one of the cylindrical parts; 28) corresponding to the cone part (3) a) a cone part, a solidified cone part, a cone solidified body, a cone foundation, an underground cone foundation; b) a reinforcing cone portion, a reinforcing consolidation cone portion, a reinforcing cone solidification body, a reinforcing cone foundation, an underground reinforcing cone foundation, an earthquake-resistant reinforcing cone foundation; one of the cones; 29) a) corresponding to the tail (4), a tail, a solidified tail, a tail solidified body, a tail base, a subterranean tail base; b) a reinforcing tail, a reinforcing solid tail, a reinforcing tail consolidation body, a reinforcing tail base, an underground reinforcing tail base, an earthquake-resistant reinforcing tail base; one of the tails; The various surface layer parts or surface bases selected from the group consisting of, a cylindrical part or a cylindrical base, a cone part or a cone base, a tail part or a tail base; or 1) the surface layer to 29) the tail; All, part, part, order, enumeration order, foundation, solidified body, improved body, reinforced body, composite, solidified foundation, improved foundation, reinforced foundation, composite foundation, etc. composed of one or more, two or more, etc.

The foundation, pile, pier, improved body, reinforced foundation, composite foundation, grouting body, screw foundation, expanded plate foundation, surface layer foundation, cylindrical part foundation, cone part foundation, tail part foundation, etc. 57) Composite foundations, etc. are also applicable and included.

1) a) a base composed of all or two or more of the surface layer part, the cylindrical part, the cone part, and the tail part; b) a side cross-section foundation consisting of the cylindrical part, the cone part, and the tail part; c) a composite foundation composed of the surface layer and the side foundation;

2) rotation of the wing; or excavation, excavation, boring, rotation, injection, input, spraying, mixing, mixing, infiltration, pouring, stirring, compaction, injection, grouting by the rod; The injection or grouting of the binder (30); The excavation or grouting in the ground (31); by one or more of a) the rotational trajectory shape 28 of the wing 21; 9, 11, 15, 16, etc. see, b) the inner shape of the rotational trajectory 28 of the bar 23 mounted on the tip 22 of the wing 21; c) the same cross section (2) rotation trajectory shape (28) by the rotation of the blade (21) having the same length; The cone section (3) rotation trajectory shape (28) by rotation of the blade (21) having the same length and a different length (such as long or short); The cone cross-section (3) is formed on the upper part (2) or the lower part (4), the same cross-section (4) having a larger or smaller cross-section than the same cross-section (2) rotation trajectory shape; The side surface rotation trajectory shape 28 in which two or more shapes are combined; 9b, 11d, 14e, 15, 16, and the like, d) the rotational trajectory shape 28 of the blade to be stirred obliquely by the inclined or inclined protrusion; e) the horizontal or oblique direction stirring by the horizontal or inclination, the rotational trajectory shape 28 of the blade for stirring in the vertical or oblique direction by one of the bars or protrusions; f) In addition to the horizontal, the rotational trajectory shape of the blade stirred in one or more of inclined, partially horizontal, partially inclined, symmetrical, asymmetric, one-way, two-way, three-way, four-way, multi-directional, partially symmetrical, and partially asymmetrical shape ( 28); g) The shape of the rotational trajectory of the wing in which one (85, 86, 87) of vibration, magnetization, excitation, excitation, excitation magnetization, magnetization vibration, and vibratory magnetization is performed by one of the vibrator or vibrator magnetizer (70) (28) ); h) a rotational trajectory shape (28) of the blade that is stirred while being one of the vibration or vibration magnetization (85, 86, 87); Foundation, solidified body, solidified body, improved body, column body, injection body, input body, spray body, penetrating body, cast body, stirred body, compact body, injection body, grouting body, underground having one or more of the shapes (28) foundation, mid-level foundation, deep foundation, underground foundation, ground foundation, cross-section foundation; The cylindrical portion, cone portion, tail portion; The cylindrical part foundation, the cone part foundation, the tail part foundation; the base of at least one of the solid body to the tail; one of the bases (2, 3, 4, 5, 28);

3) a) Downward 110 or upward by one of penetration 110, pull-out 111, driving, movement, vertical movement 110, 111, vertical movement, depth movement, and depth movement of the rod 20 The rotational trajectory shape of the blade moved to (111) (28); b) a rotational trajectory body shape 28 formed by the moving length or depth and the rotational trajectory; c) the volume shape 28 of the rotation trajectory reflecting the movement length or depth; the foundation having one of the shapes 28 of the foundation, the side foundation, the solidified body to the grouting body; Here, the rotational trajectory shape 28 formed by the moving length or depth (height, m) and the rotational trajectory (cross-sectional area, m 2 ) is m × m 2 = m, and a volume having a three-dimensional shape. , a rotating trajectory, etc.

4) A certain binder 30 is injected, injected, sprayed, mixed, mixed, penetrated, poured into one or more of soil 31, soil 31, residual soil 31, ground 31, and slime 32 , agitation, compaction, injection, grouting the above-mentioned foundation, side cross-section foundation, solidified body to grouting body, the foundation having the above shape (1, 2, 3, 4, 5, 28); 5) a foundation (1,2, 3, 4, 5, 28) of one of the solidified body to grouting body and the solidified body to grouting body formed in the ground after drawing out the rod for spraying the binder 30; 6) Your a) Depth within 15m, 5~15m; b) The tip is mounted on the weathered soil layer, the weathered rock layer, and the N level 18~35 strata; at least one of the foundation (2, 3, 4, 5, 28), the side foundation, the solidified body to the grouting body, the foundation having the above shape; 7) The upper end face (2) of the lateral section is mounted on a stratum with an N value of 15 to 30, and the lower section (4) of the lateral section is mounted on a stratum with an N value of 18 to 35, and the middle (3) of the upper and lower sections is ) is one or more of the foundation (2, 3, 4, 5, 28) mounted on the stratum with an N value of 16 to 32; 8) The upper equal section 2 of the side section is mounted on a stratum with an N value of 15 to 30, and the lower equal section 4, which is smaller in diameter than the same section, is mounted on a stratum with an N value of 18 to 35, and the upper and The above-mentioned foundation, the side-section foundation, the solidified body to the grouting body, the foundation having the above shape (2, 3, 4, 5, 28); 9) The above-mentioned foundation (2, 3, 4, 5, 28) supporting one of a building with 8 stories or less placed on top of itself, a load facility of 25 to 45 ton/m2 or less, a load structure of 250 to 450 kN/m 2 or less, and a cross-section foundation , a solidified body to a grouting body, a foundation having the above shape;

10) The surface layer containing at least one of the soil 31, residual soil 31, sand soil 31, and slime 32 generated by the composition or the composition of the foundation (2, 3, 4, 5, 28) foundation, the surface layer part, the surface layer part foundation (1); 11) After one or more of the binder 30, soil 31, residual soil 31, sand soil 31, slime 32, and reinforcing material 33 is stirred by the rotation 27 of the blade 21 laying, compaction, and consolidation of the surface layer foundation, the surface layer part, the surface layer part foundation (1); 12) a bucket 16 mounted on one of the backhoe or the cradle hitch, the wing 21; a blade mounted inside the bucket, a rotary blade mounted inside the bucket; The surface layer foundation, the surface layer part, the surface layer part foundation (1) formed by laying, compacting, and consolidating after one or more of the binder, soil, residual soil, sand soil, slime, and reinforcing material is stirred by one or more of the equipment (12); 13) the bucket 16 and the wing 21 mounted on one of the backhoe or the cradle hitch from which at least one of the rod or micropile, the motor or the screw drive is detached; a blade mounted inside the bucket, a rotary blade mounted inside the bucket; The surface layer foundation, the surface layer part, the surface layer part foundation (1) formed by laying, compacting, and consolidating after one or more of the binder, soil, residual soil, sand soil, slime, and reinforcing material is stirred by one or more of the equipment (12); 14) own a) thickness of 0.1m, 0.2m, 0.3m, 0.5m, 0.8m, 1.0m, 1.5m, 2.0m, 0.1~2.0m; b) 1 m, 2 m, 3 m, 4 m, 5 m, 1-5 m in diameter; c) a diameter of 2 times, 3 times, 5 times, 7 times, 10 times, 2 to 10 times the diameter of the side surface; d) an area of 1×1 m, 2×2 m, 3×3 m, 4×4 m, 5×5 m, 1-5 m in width × 1-5 m in length; e) the area is 2 times, 3 times, 5 times, 7 times, 10 times, 2 to 10 times the cross-sectional area of the side cross-section; at least one of the surface layer portion, the surface layer foundation (1); Here, since the diameter of the side cross-section and the cross-sectional area of the side cross-section are described in detail below, refer to them.

15) Binder 30, soil 31, soil 31, residual soil 31, ground 31, slime 32, the foundation (1, 2, 3, 4, 5, 28) formed by stirring at least one of the reinforcing materials (33); 16) A binder (85, 86, 87) which is one of vibration, magnetization, excitation, excitation, excitation magnetization, magnetization vibration, and vibrating magnetization by one of the vibrators or vibrating magnetizers (70, 80, 81, 82) ( 30) is used to build the foundation (1, 2, 3, 4, 5, 28); 17) In the binder 30, water, resin, ocher, lime, gypsum, ash, waste powder, dust, iron powder, stone powder, fiber, ionized water, carbonated water, carbon yarn, binder, cement, slag, fiber, graphene, reinforcing material, Admixture, solidifying material, by-product, microorganism, hydration reactant containing Ca (calcium) component, hydration fixing agent containing Na (sodium) component, silica containing Al (aluminum, alumina, etc.) component, Ti (titanium) , titanium, titanium, etc.) component, sol-gel containing H (hydrogen, hydrogen gas, etc.) component, scavenger containing Si (silicon, silicic acid, etc.) component, Mg (magnesium, magnesia, etc.) component Carbonation agent contained, by-product agent containing Fe (iron, iron) component, water expander containing COO (carboxyl group, carboxyl resin, etc.) component, individual growth agent containing Cell (cell, cell, etc.) said basis (1, 2, 3, 4, 5, 28) comprising at least one of a proliferator for which the number is increased, a proliferator for which the number of cells is increased, etc.);

18) 60 to 80 parts by weight of the hydration reactant, 5 to 10 parts by weight of the hydration fixing agent, 4 to 7 parts by weight of the silica agent, and 1 to 7 parts by weight of the sol gel based on 100 parts by weight of the binder 30 the base (1, 2, 3, 4, 5, 28) comprising at least one of 3 parts by weight, 6 to 12 parts by weight of the trapping agent, and 4 to 8 parts by weight of the carbonation agent; 19) own a) N value of 15 to 35; b) the above foundation (1, 2, 3, 4, 5, 28); In the present invention, the safety factor is an arbitrary value equal to or greater than 1, but here, an example in which 1.1 to 3.0 is applied as the safety factor is shown. 20) The surface layer part, the surface layer foundation ( One); 21) a composite foundation composed of one (2, 3, 4, 5, 28) of the above foundation, underground foundation, middle layer foundation, deep foundation, edge foundation, the shape foundation, solidified body to grouting body (2, 3, 4, 5, 28) and surface layer foundation (1); 22) One (1, 2, 3, 4, 5, 28) of the above foundation, underground foundation, intermediate foundation, deep foundation, marginal foundation, solidified body to grouting body and its surrounding non-solidified ground or raw ground (31) composed composite foundation; 13, 23) one of the foundation, the underground foundation, the middle layer foundation, the deep foundation, the edge foundation, the solidified body to the grouting body (1, 2, 3, 4, 5, 28) and the stirring, pouring or grouting Composite foundation composed of ununited ground (31); 24) a reinforcing foundation composed of the rod 20 for spraying the binder 30;

25) a reinforcing foundation composed of the rod 20 permanently placed in the ground; 26) a reinforcing foundation composed of one (2, 3, 4, 5, 28) of the solidified body to the grouting body and the rod 20 inserted therein; 27) a reinforcing foundation composed of the rod 20 permanently placed in the ground and one (2, 3, 4, 5, 28) of the solidified body to the grouting body formed around it; 28) one (1, 2, 3, 4, 5, 28) of the foundation, the underground foundation, the middle foundation, the deep foundation, the edge foundation, the surface foundation, the solidified body to the grouting body, and one of them, or the stirring, injection a reinforcing base composed of a reinforcing material (33) inserted into one portion of the grouting; 29) the foundation (1, 2, 3, 4, 5, 28) in which the reinforcement (33) is inserted by one of the equipment (11) of a crane, a crane, a penetration machine, an embedding machine, a driving machine, an excavator, and a moving means , reinforcing foundation, composite foundation, side foundation, surface foundation, solidified body - grouting body; 30) The reinforcing material 33 is a beam, reinforcing bar, wire mesh, fiber, pile, steel pipe, rod, mesh, lattice, pipe, casing, wire, fiber, reinforcing bar network, screw, expansion plate, reinforcing material, plate 36; The foundation (1, 2, 3, 4, 5, 28) at least one of a reinforcement with an extension plate 36, a reinforcement with an extension plate 36 connected to itself 33 and a bolt 37, and a reinforcement with a protrusion 34; Reinforced foundation, composite foundation, underground foundation, middle layer foundation, deep foundation, side foundation, surface foundation, solidified body - grouting body;

31) a composite foundation composed of two or more of the foundation (1, 2, 3, 4, 5, 28), the reinforcing material (33), and the ground (31); 32) a composite foundation consisting of the foundation (1, 2, 3, 4, 5, 28), the reinforcement material (33), and the ground (31); 33) a) depth of 15m or more, 100m or less, 15-100m by the reinforcing material 33; b) The tip is placed on the bedrock, placed on the soft rock, placed on the strata with an N value of 30 or higher, placed on a strata with an N value of 100 or less, and placed on a strata with an N value of 50 to 100; at least one of the foundation (2, 3, 4, 5, 28), a reinforced foundation, a composite foundation, a side foundation, a solidified body to a grouting body; 34) One of earthquake-resistant facilities, earthquake-resistant houses, earthquake-resistant buildings, earthquake-resistant structures, buildings with more than 8 stories, buildings with less than 100 stories, facilities with loads of 25 to 45 ton/m2 or more, and structures with loads of 250 to 450 kN/m or more by the reinforcing material 33 the foundation (1, 2, 3, 4, 5, 28) supporting the foundation, reinforced foundation, composite foundation, side foundation, surface layer foundation, solidified body to grouting body; 35) The average or converted specific gravity, weight, density, strength, stiffness, water content, bearing capacity, adhesive force, friction angle of two or more of the foundation (1, 2, 3, 4, 5, 28), the reinforcement material (33), and the ground (31) , elastic modulus, Poisson's ratio, said foundation (1, 2, 3, 4, 5, 28) having at least one of an internal friction angle, a reinforced foundation, a composite foundation, a side foundation, a surface foundation, a solidified body to a grouting body;

36) Foundation, bulb, column, pile, pier, caisson, solidified body, solidified body, improved body, which is or belongs to one (1, 2, 3, 4, 5, 28) of the above 1) foundation ~ 35) grouting body , reinforcing body, column body, bulb body, injection body, injection body, stirring body, curing body, compaction body, injection body, grouting body, mix base, mixing base, variable base, cone base, cone base, top base, Reinforcement foundation, ground foundation, surface foundation, underground foundation, underground foundation, middle layer foundation, deep foundation, composite foundation, solidified foundation, compacted foundation, solidified foundation, improved foundation, stirred foundation, compaction foundation, injection foundation, grouting foundation, earthquake resistance foundation, building foundation, building supporting foundation, facility foundation, facility supporting foundation, pile foundation, pier foundation, caisson foundation, surface foundation, structure foundation, structure supporting foundation, facility foundation, facility supporting foundation, marginal foundation, foundation improvement, Improved foundation, solid foundation, solid foundation, self-healing foundation, self-sealing foundation, variable cross-section foundation, pin reinforcement foundation, plate reinforcement foundation, protrusion reinforcement foundation, expanded plate reinforcement foundation, ground reinforcement foundation, earthquake reinforcement foundation, reinforcement reinforcement foundation, Screw-reinforced foundation, foundation supporting facility, surface foundation less than 2m in thickness, middle foundation less than 15m in depth, deep foundation more than 15m in depth, foundation in longitudinal section, foundation in cross section in the depth direction,

37) A combination of the solidified body (1, 2, 3, 4, 5, 28) and the ground (31), the solidified body (1, 2, 3, 4, 5, 28) and its surrounding non-solidified ground or original ground (31) ), the combination of the solidified body (1, 2, 3, 4, 5, 28) and the rod (20, 33), the solidified body (1, 2, 3, 4, 5, 28) and the reinforcing material (20, 33) Combined body, solid body (1, 2, 3, 4, 5, 28) and screw (20, 33), solid body (1,2, 3, 4, 5, 28) and rod (20, 33) and ground ( 31), the solidified body 1, 2, 3, 4, 5, 28, the reinforcing material 20, 33, and the ground 31, the solidified body 1, 2, 3, 4, 5, 28, and the screw (20, 33) and a combination of the ground (31); This is shown in Fig. 13, 38) the composite foundation, which is the combination; 39) 1) foundation to 37) composite foundation constructed in the ground, underground, underground, ground level, etc. (31);

40) Ground 31, slime 32, vibration treatment slime, magnetization treatment slime, vibration magnetization treatment slime, magnetization vibration treatment slime, slime discharged from the stirring process, slime discharged from the grouting process by the blade 21 At least one of the base material 31 and 32 and the binder 30, or vibration, magnetization, 1) foundation to 38) composite foundation (1, 2, 3, 4, 5, 28) in which the binder 30 treated with one of excitation, excitation, excitation, magnetization, vibration, and vibratory magnetization is stirred; 41) or wall, wall, column, support, support, support, reinforcement, improvement, repair, irrigation, waterproofing, permeable, barrier, filtration, reaction, purification, impervious, retaining, clapper, underground wall, continuous wall, reactive permeable , 1) foundation to 39) composite foundation (1, 2, 3, 4, 5, 28) of the use of one of the underground continuous walls; 42) The base tip of the part (2) corresponding to the rotational trajectory of the wing mounted on the upper rod of the two or more connected rods is seated in a stratum or depth with an N value of 15 to 30, the lower rod of the two or more connecting rods The base tip of the part (4) corresponding to the rotational trajectory of the blade mounted on the , The base tip of the part (3) corresponding to the rotational trajectory of the blade mounted on the rod between the upper rod and the lower rod is one of the above 1) foundation to 40) Composite foundation (5, 28); 43) Own N value of 18~35, length or depth within 15m, supporting buildings with 8 stories or less, supporting structures with loads of 25~45ton/m2 or less or 250~450kN/m2 or less, and own strength of 25~45ton/m2 Above, 1) Foundation to 41) Composite foundation (2, 3, 4, 5, 28) whose strength satisfies at least one of 25-45 ton/m2 × safety factor or more than the strength calculated as 1.1-3.0;

44) It is composed of primary, secondary, tertiary and quaternary support layers, a) the primary support layer 1 is soil 31 discharged when the secondary, tertiary, and quaternary support layers are formed; It is a support layer (1) formed by stirring at least one of residual soil (31), sand soil (31), and slime (32) and a binder (30), and is mounted on top of the second support layer, b) the second support layer ( 2) is the upper part of the side-section solidified layer formed by one of the injection or grouting in the ground by the rod or rotating rod on which the blade is mounted, or the support layer (2) in the area corresponding to the same cross-section on the upper part, , c) the tertiary support layer 3 is a support layer 3 in a region corresponding to the cone cross-section between the secondary support layer and the quaternary support layer, d) the quaternary support layer 4 is the cross-section of the solidified layer 1) foundation to 42) composite foundation (5, 28), which is the support layer (4) of the lower portion or the same cross-section of the lower portion, which is the same cross-section having a smaller diameter than the second same cross-section;

45) One of the specific gravity and internal friction angle of the average (one of the specific gravity and internal friction angle of the solidified body (referred to as p1) + one of the specific gravity or internal friction angle of the ground (referred to as p2)) ÷ 2 1) basic to 43) complex foundation; 46) 1) foundation to 44) composite foundation, wherein one of the specific gravity to internal friction angle of the average is calculated as (the p1 + one of the specific gravity to internal friction angle of the reinforcing material (referred to as p3)) ÷ 2; 47) the foundation or the composite foundation in which one of the specific gravity and the internal friction angle of the average is calculated as (the p1 + the p2 + the p3) ÷ 3; 48) One of the specific gravity or internal friction angle of the conversion is calculated as (the p1 × the area of the solidified body (referred to as A1) + the p2 × the area of the ground (referred to as A2)) ÷ (the A1 + the A2 above) The foundation to be a complex foundation; 49) One of the specific gravity or the internal friction angle of the conversion is (the p1 × the A1 + the p3 × the area of the reinforcing material (referred to as A3)) ÷ (the A1 + the A3) The foundation or the composite foundation; 50) One of the specific gravity to the internal friction angle of the conversion is (the p1 × the A1 + the p2 × the A2 + the p3 × the A3) ÷ (the A1 + the A2 + the A3) Foundation; 51) One of the specific gravity or internal friction angle of the conversion is calculated as (the p1 × the volume of the solidified body (referred to as V1) + the p2 × the volume of the ground (referred to as V2)) ÷ (the V1 + the V2 above) The foundation to be a complex foundation;

52) one of the specific gravity to the internal friction angle of the conversion is (the p1 × the V1 + the p3 × the volume of the reinforcing material (referred to as V3)) ÷ (the V1 + the V3) The foundation or the composite foundation; 53) One of the specific gravity or internal friction angle of the conversion is (the p1 × the V1 + the p2 × the V2 + the p3 × the V3) ÷ (the V1 + the V2 + the V3) Foundation; 54) One of the specific gravity to internal friction angle of the conversion is (the p1 × the area of the solidified body relative to the rotating rod direction (referred to as A11) + the p2 × the area of the ground relative to the rotating rod direction (A21) (referred to as )) ÷ (the A11 + the A21), the foundation or the complex foundation; 55) One of the specific gravity or internal friction angle of the conversion is calculated as (the p1 × the A11 + the p3 × the area of the reinforcement in the rotating rod direction (referred to as A31)) ÷ (the A11 + the A31) The foundation to be a complex foundation; 56) One of the specific gravity to the internal friction angle of the conversion is (the p1 × the A11 + the p2 × the A21 + the p3 × the A31) ÷ (the A11 + the A21 + the A31) Foundation;

57) The side section is a) side section (FIGS. 9, 11, 14, 15, 16, etc.), two side sections (FIGS. 9e, 11b, 11e, 14d, etc.), 3 sides Cross-sections (FIGS. 9B, 11D, 14C, 14E, 15, 16, etc.), two-step side sections (FIGS. 9E, 11B, 11E, 14D, etc.), multi-step side sections, column side sections (5) , 28), upper and lower edge sections (2, 3, 4, 5, 28), upper middle and lower edge sections (2, 3, 4), cone section (3), cone section (3), funnel section (3), dotted axis section (Fig. 9c, Fig. 9d, Fig. 11b, Fig. 14g, etc.), a cross-section (Fig. 9c, Fig. 9d, Fig. 11b, Fig. 14g, etc.), a cross-section after dot-axis (Fig. 9e, Fig. 11e, etc.) After the same point and point cross section, after the same point axis cross section (FIG. 11b, etc.), after the same point and point point same section, after the same (2) point axis (3) after the same (4) cross section (FIGS. 9b, 11d, 14c, 14e, 15, 16, etc.), after the same (2) cone shape (3) and then the same (4) cross-section, b) the same cross-section (2) and the cone cross-section (3) at its lower portion and the same cross-section at its lower diameter than The same cross-section (4), c) the same cross-section column body (2) and the cone cross-section column body (3) at its lower portion and the same cross-section column body (4), d) or The axis, the length, the column, the foundation or the composite foundation (5, 28) which is one of the same cross-sections after the point axis after the lateral cross-section with respect to the rod; The above description relates to the basis of the present invention.

Equipment, devices, instruments, means, wings, rods, etc., which form the foundation of the present invention, according to Examples 6 and 10, 1) surface layer to 29) tail, 1) foundation to 57) composite foundation, etc. It is characterized in that the wings, rods, supply hoses to silos, backhoes to buckets, etc. are included.

In addition to the above, the equipment, apparatus, mechanism, means, blade, rod, etc. of the present invention are included in the following 1) to 11).

1) The rod 20 corresponds to the following a) to z'''). a) Rod, shaft, 1-axis, 2-axis, 3-axis, 4-axis, 5-axis, multi-axis, nozzle, auger, rod, packer, hammer, steel pipe, iron pipe, spiral, anchor, bolt, pile, pipe, screw, hollow Pipe, multi-pipe, double pipe, triple pipe, perforated pipe, casing, nailing, rock bolt, helical, spiral, injector, syringe, injector, composer, injector, ejector, perforator, excavator, excavator, mixer, soil mixer , underground mixer, rotary mixer, punch mixer, excavation mixer, rotary shaft, rotary 2 shaft, rotary 3 shaft, rotary 5 shaft, rotary drill shaft, rotary drilling injection shaft, rotary drilling 2 shaft, rotary drilling 3 shaft, Rotary drilling 5-axis, grouter, screw rod, helical pile, spiral pile, micropile, injection rod, spraying rod, stirring rod, compaction rod, rotary rod, drilling rod, drilling injection rod, drilling spraying rod, rotary drilling rod , rotary drilling injection rod, rotary drilling injection rod, injection rod, grouting rod, spiral rod, screw rod, helical rod, spiral rod, steel pipe rod, screw auger, auger screw, screw steel pipe, steel pipe screw, two-stage rod, multi-stage rods, two-stage rods with two rods connected, n-stage rods with n rods connected, multi-stage rods with multiple rods connected;

b) the rotating rod to the multi-stage rod (ie, a multi-stage rod in which a plurality of rods are connected); c) said rods to multi-stage rods of an inner hollow; d) said rods to multi-stage rods in the ground or boring holes; e) the rod or multi-stage rod moving in one of upward, downward, and inclined directions in the ground or in a boring hole; f) the rods to multi-stage rods maintained in one of the ground, the boring hole, and the composition site; g) the rods to multi-stage rods that are integral with the solidification body formed by spraying the solidification material after the retention; h) the rods to multi-stage rods that serve as reinforcing materials; i) the rods to multi-stage rods inserted or kept in one or more of the ground, boring holes, solidified bodies, foundations or composite foundations, and composition sites for reinforcement; j) the rods to multi-stage rods for injecting, injecting, spraying, mixing, mixing, infiltrating, pouring, stirring, compaction, injection, and grouting of a predetermined binder; k) the rods to multi-stage rods in which at least one of the injection or grouting is applied to soil or ground; ℓ) the rod or multi-stage rod inserted or maintained in one of the ground, boring hole, solidified body, foundation or composite foundation, and composition site for reinforcement after one of the injection or grouting; m) the rods and multi-stage rods that are placed in the ground for reinforcement after performing one or more of the injection and grouting after rooting in the ground; n) the rods to multi-stage rods in which at least one of the injection and grouting of the binder is performed during the upward or downward movement;

o) the rod to the multi-stage rod provided with at least one of the ring to the downward slope on the outer periphery or the tip; p) the rods to multi-stage rods in which one or more of the inner, hollow, hole-down slope, bit, and lower part of the bit is sprayed with at least one of a press, a press, a press, a binder, and a solidifying material; q) the rods to multi-stage rods sequentially equipped with a silo (60), a blender (62), a pump (63), and a supply line (64); r) the above rods to multi-stage rods sequentially equipped with a storage 60 , a hopper 61 , a blender 62 , a pump 63 , and a supply line 64 ; s) the rods to multi-stage rods sequentially equipped with binder storage, hoppers, compounders, pumps, and supply lines;

t) a backhoe (10, 11), an excavator, a boring machine, a press-in machine, a penetration machine, a driving machine, a fork crane, and a moving means (10, 11) connected to one of the storage or supply lines; one of the booms (13); an arm (14) connected to its boom; its arm distal end (15); Cradle hitch (15) of this tip; a rotating means 16 and a bucket 16 mounted on one of the backhoe and the cradle hitch; The rods provided on at least one of the multi-stage rods 20; u) the rods to multi-stage rods for forming one (1, 5) of the foundation or the composite foundation by at least one of the injection or grouting; v) The rods to multi-stage rods that form one (1, 5) of the foundation or the composite foundation by injecting or grouting a certain binder 30 supplied from the silo, the compounder, the pump, and the supply line ; w) the above rods to multi-stages, wherein the ratio (B/L) of one of the wingspan, long length, short length, single length, both lengths, warp length, and average length (B) to the length (L) is 0.01 to 0.3 rod; x) said rods to multi-stage rods whose length is one of 1.5, 2, 2.5, 3, 3.5, 4, 5, 1 to 5 m (meters);

y) 6 single blades of variable length (Fig. 20a upper rod) 21a with protrusions 23 on the tip 22, 3 double wings (Fig. 20b upper rod), 6 inclined single blades (Fig. 20c upper rod) with one of the rods mounted along its axis; z) 8 single blades (lower rod in Fig. 20a) (21b) of the same length, 4 blades (lower rod in Fig. 20b), and one of the 8 single blades (lower rod in Fig. 20c) with the same length in the axial direction rods mounted along; z') a multi-stage rod in which the bit 24 at one end thereof, the z) rod 20 to the bit thereof, and the y) rod 20 are sequentially coupled to the rod thereof; (See Figs. 20 a, b, c), z'') a bit 24 at one end of its own, z) rod 20 on its bit, one or more other rods on its rod or z) rod ( 20), a multi-stage rod in which the y) rod 20 is sequentially coupled to its rod; (See Fig. 20 d), z''') or ring, rod, plate, hole, nozzle, hole, perforated, perforated, perforated, bit, protrusion, bolt, spiral, rope, wing, wire, rope string, wire file, screw, spiral, outlet, nozzle, inclined hole, vibrator, magnetizer, vibrator, magnetized vibrator, vibrator, magnetized vibrator, vibrating magnetizer, binder nozzle, pressure nozzle, seized water nozzle, pressure water nozzle, excavation bit , a tip bit, a nozzle bit, an outer spiral, an outer screw, an outer spiral, a nozzle with a tip impact plate, a nozzle with a tip expansion cone, a 15-degree incline, an upward slope, and a downward slope. rod; The above applies to the rod or micropile, rod to micropile, etc. 20 of the present invention.

2) The rotating means 16 is a motor, a rotating machine, a rotating body, an electric motor, a hydraulic motor, a rotating motor, a rotating unit, a driver, an auger driver, a pile driver, a screw drive, a rotating means for rotating a rod, the tip of a backhoe or The rotating means mounted on the cradle hitch, the rotating means for rotating the rod to the multi-stage rod, etc. are applicable.

3) The wing 21 is a) a bar, a rod, a pole, a plate, a wing, a rod, a spiral, a rope, a screw, a helical, a spiral, a bar wing, a bar wing, a large wing, a plate wing, a flat wing, a protruding wing , vibrating wing, magnetizing wing, magnetizing vibrating wing, vibrating magnetizing wing, spiral wing, screw wing, helical blade, spiral wing; b) single wing (Fig. 1, Fig. 2, Fig. 3a, Fig. 4a, Fig. 10 a, c, d), double wing (Fig. 3b part, Fig. 4b part, Fig. 20b), horizontal wing, inclined wing (Fig. 20c) , diagonal wings (part of Fig. 3d), one wing (Fig. 1, Fig. 2, Fig. 3a, Fig. 4a, Fig. 10 a, c, d), both wings (part of Fig. 3b, Fig. 4b part, Fig. 20b), symmetrical wing (FIG. 1, FIG. 3B, FIG. 20 a, b, d), asymmetric wing (part of FIG. 2, part of FIG. 3a); The single wing or asymmetric wing about its own axis or central axis; The single wing or asymmetric wing mounted about its own axis or central axis, the single wing mounted on one side about its own axis or central axis, the double wing mounted on both sides about its own axis or central axis, around the axis double wings on both sides; c) variable blades (21b in Fig. 3a, Fig. 3c, Figs. 4a,b,c,d, 21a in Fig. 20); scalloped wings; a wing with a projection on the tip (21a in FIG. 20); variable blades with projections; variable blades with projections on the tip; variable wings with variable width; variable wing with variable thickness; variable wings with variable length; variable wing with variable cross section; variable wing with variable shape; two or more variable blades; two or more wings of different lengths and two or more wings of the same length; Two or more blades having different lengths and having at least one variable or the same width, thickness, cross section, and shape along the respective longitudinal directions; d) at least two variable blades with at least two variable protrusions; two or more variable blades with variable protrusions; two or more variable blades with two or more variable protrusions; Wings having two or more different lengths and two or more projections of the same length; Two or more different lengths and two or more different lengths and two or more wings with the same two or more projections; Variable blades equipped with two or more protrusions of which at least one of width, thickness, cross-section, and shape are variable or the same along the respective longitudinal directions while being variable in length; the two or more wings on which the two or more protrusions are mounted; e) at least two blades mounted in the longitudinal direction of one of the shafts and screws to form a cone shape; two or more wings mounted in the longitudinal direction of the shaft to form a top; two or more wings mounted along the longitudinal direction of the shaft; the wing mounted in one of a right angle, an inclination, a diagonal, a 5 degree tilt, a 10 degree tilt, and a 15 degree tilt with respect to the longitudinal direction of the shaft;

f) cone (Fig. 4c,f; Fig. 5e; Fig. 9c), wedge, cone (Fig. 4c,f; Fig. 5e; Fig. 9c), tapered along the length of one of the rods or micropile , dotted axis, top, light bulb, triangle, square, round, round type, funnel, jar, rhombus, ladder, after increasing dot and dotted axis, after dot axis increasing (Fig. 4h; Fig. 9e), same after variable, same after variable, same after Dot axis, same after dot axis, same after same, same after dotted, same after same, same after cone shape (FIG. 9b, 19a, 20), same as top and then variable, same as top and then one of the dotted axes The wing having a; g) the binder 30 and the solidifying material 30; or one of the above injection and grouting materials, a binder, a solidifying material, a liquid binder, a liquid solidifying material; One of the soil (31), soil (31), residual soil (31), ground (31), slime (32), vibration treatment slime, magnetization treatment slime, vibration magnetization treatment slime, magnetization vibration treatment slime, discharge during stirring blades agitating one or more of the slime, the slime 32 discharged in the grouting process; h) a wing to form one of the foundation to the composite foundation (1, 2, 3, 4, 5, 28) by stirring; Wings to form one of the foundation or composite foundation in the ground by stirring; i) a blade in which the ratio (L/H) of one (L) of the axial length (L) to its own length, long length, short length, piece length, both length, inclination length, and average length (L) is 0.01 to 0.3, the blade ; j) said wing, piece having a length L of one of 5, 10, 15, 20, 30, 40, 50, 60, 70, 80, 80, 100, 125, 150, 175, 200, 5-200 cm wings, double wings; k) or a vibrator, a magnetizer, a vibrator, a vibrator, a vibrator, a magnetizer, a magnetizer, a vibrator; etc. are applicable.

4) The variable blade 21 includes a) a variable blade, a variable length blade, the blade of a variable width, the blade of a variable thickness, the blade of a variable cross section, the blade of a variable shape, the blade with a projection, and a variable projection The wing with variable length projection, the wing with variable width projection, the wing with variable thickness projection, the wing with variable cross-section projection, the blade with variable shape projection, the projection on the tip The blades, the vibrating type blades, the magnetization type blades, the vibrating magnetization type blades, the magnetization vibration type blades, the vibrating magnetization type blades after vibrating magnetization, the magnetization vibration type blades after magnetization vibration; b) two or more blades having different lengths and having at least one variable or the same width, thickness, cross section, and shape along the respective longitudinal directions; c) the wing having two or more protrusions of which at least one of width, thickness, cross-section, and shape are variable or the same along the length direction of each other while being variable in length; d) two or more wings mounted to form a cone shape in the axial direction of the stirring; e) the wing having two or more projections mounted to form a cone shape in the axial direction of the wing; f) two or more blades whose length in the axial direction of the agitation is one of mutually variable, equal and variable, equal then variable, variable and then equal; g) a wing equipped with two or more projections whose length in the axial direction of the wing is one of variable, equal and variable, equal and then variable, and then the same; h) at least two of the blades mounted on the axis of agitation at one or more of horizontal, inclined, right angle, transverse direction, 3 degree tilt, 5 degree tilt, 10 degree tilt, 30 degree tilt, and 45 degree tilt; i) the wing equipped with two or more protrusions mounted on the axis of the wing at at least one of horizontal, inclined, right angle, transverse direction, 3 degree tilt, 5 degree tilt, 10 degree tilt, 30 degree tilt, and 45 degree tilt ; etc. are applicable.

5) The bar, protrusion, etc. 23 is a) a ring, pin, plate, piece, membrane, rod, bar, rod, tube, chip, mesh, tube, rod, protrusion, bolt, nut, washer, anchor, spiral , mesh, band, fiber, carbon, rope, screw, mesh, wire, grating, wedge, concave and convex, wire, overhang; b) or said ring or protrusion having a length of one of 2, 3, 5, 10, 15, 20, 25, 30 cm; etc. are applicable.

6) The vibrator or vibrator 80 includes a) a vibrator, a vibrator, an oscillator, a vibrator, a vibrator, an oscillator; b) a vibrator, magnetizer, vibrator, exciter, vibrator, vibrator, vibrator, magnetizer that generates or excites vibration; c) or the case 90, the stator 91 inside the case, the rotor 92 connected to the stator, the rotor rotating shaft 93, the bearings provided above and below the rotating shaft, the bearing mounted inside the case , a vibrator 80 provided with at least one of the rotating body 94 or asymmetric rotating body 94 mounted on the rotor or the rotating shaft, and the case 90 vibrating by the rotation of the rotating body; See Fig. 18a. d) a magnetization vibrator 82 having a magnetizer 81 in one of the case or the rotating body; e) e1) the vibration 85 is generated, e2) the excitation or vibration; before, during, after, simultaneous, front, middle, rear end, same point, separate point; A magnetic field 86 by an exciter or vibrator is generated in at least one of e3) the magnetic field 86; before, during, after, simultaneous, front, middle, rear end, same point, separate point; a vibrator, a magnetizer, a vibrator, an excitation magnetizer, a magnetizer, a vibrator, and a magnetization vibrator 80, 81, 82; f) a multifunction device in which two or more of the vibrator and magnetization vibrator are combined; etc. are applicable.

7) The magnetizer 81 includes: a) a magnetizer; b) a magnetizer, a vibrator, a vibrator, an exciter magnetizer, a magnetized vibrator, a vibrating magnetizer, a magnetized vibrator that generate a magnetic field; c) or the magnetizer or magnetizer generating one of a magnetic field, a magnetic field having a maximum field of 1,000 to 20,000 Gauss, a magnetic field of 0.1 to 2 Tesla, and a magnetic flux density (B) of magnetic permeability (μ) × magnetic field strength (H) vibrator; d) d1) the magnetic field is generated, d2) the magnetic field; before, during, after, simultaneous, front, middle, rear end, same point, separate point; excitation or vibration by the magnetizer is generated in at least one of d3) the excitation or vibration; before, during, after, simultaneous, front, middle, rear end, same point, separate point; a vibrator in which a magnetic field is generated by one or more of the vibrator or the vibrator, the magnetizer, the vibrator, the excitation magnetizer, the magnetization vibrator, the vibrating magnetizer, the magnetization vibrator; e) a multifunction device in which two or more of the magnetizers and magnetizers are combined; etc. are applicable.

8) The magnetized vibrator or the magnetized vibrator 82 is a vibrator having a magnetizer 81 on the side or rear end of the vibrator 80, and a vibrating magnetizer having a magnetizer 81 on the side or rear end of the vibrator 80. , a magnetizer equipped with a vibrator 80 on the side or rear end of the magnetizer 81, a magnetizer equipped with a vibrator on the side or rear end of the magnetizer, 50 to 99.99% of the vibration by the vibrator and vibration by the magnetic field among all vibrations Vibration magnetizers that generate 0.01∼49.99% of, alternately or continuously occur, vibrating magnetizers that generate 0.01∼49.99% of vibration by magnetic field after 50∼99.99% of vibrations by vibrator among total vibrations, or alternately or continuously Magnetized vibrator that generates or alternately or continuously generates 0.01∼49.99% of vibration by magnetic field during vibration and 50∼99.99% of vibration by vibrator, Vibration by vibrator after 0.01∼49.99% of vibration by magnetic field during total vibration A magnetizing vibrator (FIG. 18b) consisting of a magnetizing vibrator that generates or alternately or continuously occurs, a magnetizer 81, its attachment plate 68, and a magnetizer 81 spaced apart from its attachment plate (Fig. 18b), the magnetizer 81 ) and a magnetizing vibrator (FIG. 18d) composed of a core 65, a core outer coil 66 thereof, and a spacer plate 67 spaced apart from the core and the magnetizer between the two (FIG. 18d), a mounting plate 69 and mounted thereon a magnetizing vibrator (FIG. 18C) comprising a magnetizer attachment plate 68, a magnetizer 81 attached to the attachment plate, and an outer circumferential coil 66 of the magnetizer and the attachment plate; a multifunction device in which two or more of the vibrator and the magnetized vibrator are combined; etc. are applicable.

9) The vibrating or excitation magnetizer 82 includes a) a1) a11) a power supply unit 71 that provides one of power, AC, and DC, a12) a converter 72 that converts one of the power and AC into DC ), a13) an inverter 73 for converting or amplifying one of the power sources, DC to AC or constant voltage and constant frequency AC, a14) switching and supplying one of the power sources, AC, DC, or the power source, AC, DC a switching unit 74, a15) for adjusting the flow direction of one of the power supply unit, a converter, an inverter, a power supply supplied from one of the switching unit, a detection unit 75, a16) for detecting one of AC, DC the converter; A motor including at least one of an inverter, a switching unit, and a control unit 76 which controls one of the conduction patterns of the detection unit, or controls one or more of the power, AC, and DC size, continuity, conduction, and cutoff generating at least one of vibration and a magnetic field by rotation of the rotating body 94 or the asymmetric rotating body 94 connected to the rotating shaft 93 of (77); a2) or the case 90 into which the motor is inserted by the rotation generates at least one of vibration and magnetic field; a vibrator, a magnetizer, a vibrator, a vibrator, a magnetizer, a vibrator, a vibrator, and a magnetization vibrator (70, 80, 81, 82); or b) b1) before, during, after, simultaneously with said vibration; b2) a front end, a middle end, a rear end, the same point, and a separate point of the vibration generating position; b3) the power supply unit, converter, inverter, detection unit, switching unit, control unit, motor, rotating shaft, rotating body, case; b4) parts of the motor; b5) inside and outside the case; b6) cones, nozzles, tubes, boxes, tanks, pipes with the case; b7) a tube, box, tank, pipe equipped with at least one of the cone and nozzle; A vibrator, a magnetizer that generates one of a magnetic field in at least one of a magnetic field, a temporary field of 1,000 to 20,000 Gauss, a magnetic field of 0.1 to 2 Tesla, and a magnetic field having a magnetic flux density (B) of magnetic permeability (μ) × magnetic field strength (H) , a vibrator, a vibrator, a magnetizer, a vibrator, a vibrator, and a vibrator (70, 80, 81, 82); c) a multifunction device in which two or more of the vibrator and magnetization vibrator are combined; etc. are applicable.

10) a) at least one of the shaft, silo, storage, hopper, blender, pump, supply line, blade, binder, solidifying material, material, liquid binder, and liquid solidifying material includes a vibrator 80, a magnetizer 81, The vibrator 80, the magnetization vibrator 82, the excitation magnetizer 82, the magnetization vibrator 82, the vibrating magnetizer 82, the magnetization vibrator 82 of the vibration after magnetization, the vibration magnetizer of the magnetization after vibration 82 ) and so on. b) When mounted, one of the binder to the liquid solidifying material is vibration (85), excitation (85), magnetization (86), excitation (85), magnetization vibration (87), excitation magnetization, magnetization vibration, vibrating magnetization ( 87), magnetization vibration 87, vibration magnetization 87, magnetization vibration 87 of vibration after magnetization, and vibration magnetization 87 of magnetization after vibration. c) Stirring, fluidity, and flowability of the binder or liquid solidifying material when treated as described above. One or more of magnetization, energy, granularity, atomization, and nanoization is increased. d) In the case of increasing the above, injection, input, spraying, mixing, mixing, infiltration, pouring, stirring, compaction, injection, grouting, reaction, hydration reaction, pozzolan reaction, hydroxylation reaction, bonding of one of the binder or liquid solidifying material an increase in the efficiency of at least one of reaction, solidification reaction, coagulation reaction, and curing reaction; The strength of one of the foundation or composite foundation, which is a curing agent of the solidification material, is increased.

11) In the vibrator, magnetizer, vibrator, vibrator, magnetizer, vibrator, vibrator, and vibrator, the vibrator is similar to or identical to the vibrator, the vibrator, The contents and explanations of the vibrating magnetizer, the magnetizing vibrator, etc. can be regarded as the contents and explanations of the exciter, the excitation magnetizer, the magnetizing vibrator, etc. Likewise, in the above vibration, magnetization, excitation, excitation magnetization, excitation, vibratory magnetization, magnetization vibration, excitation is vibration, excitation magnetization is vibrating magnetization, magnetization is vibration, etc. Contents, explanations, etc. can be regarded as contents and explanations about excitation, excitation, magnetization, etc. The above is a description of the equipment, apparatus, mechanism, means, wing, rod, etc. of the present invention.

The facilities, houses, buildings, structures, etc. 40 in which the foundation of the present invention is used or supported are a) according to Examples 7 and 11, etc. a) the various surface layer parts selected from the group consisting of 1) surface layer parts to 29) tail parts, a base consisting of the whole, order, enumeration order, two or more, etc. in the cylindrical part, cone part, tail part or in the above 1) surface layer to 29) tail part; b) or 1) foundation to 57) complex foundation; c) or the above-mentioned equipment, apparatus, mechanism, means, blade, rod, etc., the foundation, 1) surface layer to 29) tail, 1) foundation to 57) composite foundation; Facilities, houses, buildings, structures, etc. that are used, used, applied, etc., or that support, support, support, etc. are applicable.

The above or the facility of the present invention is a facility 40, a building 41, a house 41, a house, a hanok, a Western-style house, a shopping mall, an apartment, a mixed-use building, a townhouse, a commercial building, an apartment building 41, a mixed-use building (41), townhouse buildings, low-rise buildings, mid-rise buildings, high-rise buildings, buildings with 8 stories or less, low-rise buildings with 5 stories or less, mid-rise buildings with 5 to 10 stories, high-rise buildings with more than 10 stories, container buildings, detached houses, tenements Housing, multi-unit housing, public housing, private housing, rental housing, mobile housing, prefabricated housing, container housing, wooden housing, concrete housing, pillars, chimneys, street lamps, indicator lights, electric poles, factories, manufacturing plants, assembly plants, warehouses, Logistics warehouse, mart facility, shopping mart building, large mart building, E-mart building, Lotte Mart building, mart building, factory building, warehouse building, interior building, remodeling building, temporary facility, temporary facility, facility, public facility, private facility, Infrastructure, national infrastructure, dam, embankment (42), embankment (42), dike, ground, bedrock, slope, tower, stone tower, iron tower, electric tower, bridge, pier, abutment, wall, wall, retaining wall (43) , soundproof wall, earth wall (43), stonework, harbor, retaining wall (43), reinforced earth (44), reinforced earth retaining wall (44), filled land, tunnel (45), road tunnel, railway tunnel, soundproof tunnel, culvert (45), Box (45), conduit (45), pipeline (45), parking lot (46), basement (46), underpass (46), subway (46), underground facility, underground box, underpass, rainwater conduit, rainwater box, Underground parking lot, above-ground parking lot, parking lot building, road (47), pavement (47), railway (47), driving path (47), runway (47), bridge (49), pier (50), bridge (48), Bridge (49), overpass (49), overpass, solar panel, solar power plant, wind power plant, structure, low-rise structure, mid-rise structure, high-rise structure, box structure, underground structure, underground structure, deep structure, ground structure, earth structure, wooden structures, stone structures, steel structures, steel structures, cement structures, concrete structures, an underground parking lot in the complex (46), an underground parking lot in an apartment building (46), an underground parking lot in an apartment complex (46);

b) earthquake-resistant facilities (the above facilities - earthquake reinforcement construction facilities, etc.), earthquake-resistant design facilities, earthquake-resistant construction facilities, earthquake-resistant reinforcement facilities, earthquake-resistant reinforcement construction facilities, earthquake reinforcement facilities, earthquake reinforcement design facilities, earthquake reinforcement construction facilities; c) For earthquake resistance, earthquake reinforcement, earthquake protection, etc. , floor, ceiling, slab, floor to floor, floor to ceiling, floor to roof, floor to slab, slab to slab; one of the two surfaces (one of the walls to the slab and the slab), a surface, an inner surface, an outer surface, an interior, an exterior, a space; Beam, plate, steel frame, girder, grid, H-beam, I-beam, sheet ( sheet), mat, net, crossbeam, stringer, reinforcing material, reinforcing plate, carbon plate, bracket, frame, platform, bracing, carbon sheet, carbon mat, Carbon net, reinforcing sheet, reinforcing mat, reinforcing net, seismic reinforcing material, L-type reinforcing material, I-type reinforcing material (Fig. 21 e,f), H-type reinforcing material, T-type reinforcing material (Fig. 21 d), X-type reinforcing material (Fig. 21 a) , □-shaped reinforcement (FIG. 21 b), X bracing (FIG. 21 a), iron bracket, iron frame, iron platform, iron bracing, bolt 131 hole forming reinforcement, upper and lower flanges 132 and intermediate web 133 At least one of the configured reinforcing materials 130 is installed, mounted, mounted, provided, attached, adhered, welded, bolted, nailed, erected, retracted, embedded, inserted, fitted, input, tucking, screw connection, screw fastening, bolt connection The above-mentioned facilities, such as earthquake reinforcement construction facilities; d) a facility, building, structure, or facility of one of the above facilities-seismic reinforcement construction facilities; etc. are applicable, inclusive, etc. The reinforcing material may be the beam or iron bracing, ring or micropile.

Materials constituting the basis of the present invention or to be contained, included, mixed, incorporated, etc. in the basis of the present invention are a) according to Examples 8, 12, etc., a) the various surface layer parts selected from the group consisting of 1) surface layer to 29) tail part. , a cylindrical part, a cone part, the whole of the tail part, the order, the order of enumeration, a foundation composed of two or more, or 1) foundation to 57) to create one of the composite foundations; b) used in one of said equipment, apparatus, implement, means, wing, rod; c) using said foundation to form one of said foundation, 1) surface layer to 29) tail, 1) foundation to 57) composite foundation; It is characterized in that it is a material such as, or a material including the soil, soil, residual soil, sand, ground, binder, slime, rod, reinforcing material, ring or micropile.

1) The above or the material of the present invention is a) purifying agent-containing eco-agent, α×10^(-9)m-sized particles (nanoparticles) or α×10^(-9)m-sized nanometal-containing nanoparticles Nano agent, seed-containing green agent such as seeds, loess-containing loess agent, carbon-containing carbon agent, fiber-containing reinforcing agent, fiber-containing fiber agent, bond-containing Bond agent, binder with binding function, solidifing agent with solidification function, phyton agent containing plant or phytoncide, bio agent containing plant or microorganism, smart containing resin Microorganisms cultured in an incubator that is provided with a smart agent, a recycling agent containing by-products, a vibrator or a magnetizer, and the culture is improved by adding vibration, magnetization, magnetic field, etc.; (The above is a purification agent, nano agent, green agent, ocher agent, carbon agent, reinforcing agent, fiber agent, bond agent, binder, hardener, phyton agent, bio agent, smart agent, recycling agent, microorganisms, etc. indicate).

b) SiO ₂ 30-35 wt % and MgO 23-29 wt %, Al ₂ O ₃ 10-12.7 wt %, CaO 8.3-9.1 wt %, Fe ₂ O ₃ 6.2-8.1 wt %, K ₂ O 3.1-3.3 % by weight, Na ₂ O 0.2 to 0.3% by weight, and other substances containing one or more of 2.5 to 2.8% by weight; c) SiO ₂ 72-78 wt% and Al ₂ O ₃ 10-15 wt%, Na ₂ O 2.7-4.5 wt%, K ₂ O 2.3-4.2 wt%, Fe ₂ O ₃ 0.2-1.2 wt%, CaO 0.1 -0.5% by weight, MgO 0.1-0.4% by weight, TiO ₂ 0.1-0.3% by weight, other materials containing at least one of 1.3-3.7% by weight; d) 49 to 53% by weight of CaO and 3.6 to 8.3% by weight of SiO ₂ , 2.3 to 4.4% by weight of MgO, 1.3 to 2.1% by weight of Al ₂ O ₃ , 0.17 to 0.93% by weight of Fe ₂ O ₃ and 30.3 to 33.4% by weight of others Substances containing one or more of; e) CO ₂ or 43-48 wt% of a reducing material and CaO 28-33 wt%, MgO 18-23 wt%, SiO ₂ 1.2-2.3 wt%, Al ₂ O ₃ 0.15-0.27 wt%, Na ₂ O 0.01 -0.02% by weight, K ₂ O 0.02 to 0.05% by weight, Fe ₂ O ₃ 0.3 to 0.5% by weight, TiO ₂ 0.01 to 0.03% by weight, other materials containing at least one of 1.7 to 3.3% by weight; f) Among 50 to 94% by weight of Ca-containing material, 2 to 20% by weight of Mg-containing material, 2 to 20% by weight of Fe-containing material, 1 to 5% by weight of Me (metal)-containing material, and 1 to 5% by weight of COO-containing material Substances containing one or more; The Ca, Mg, Fe, Me, SiO ₂ , MgO, Al ₂ O ₃ , It represents a material containing various components such as CaO, Fe ₂ O ₃ , K ₂ O, and Na ₂ O. In the above, the guitar is the same as described in the detailed description of the guitar.

g) or Ca, Mg, Fe, Metal Me, COO, Ca+, Mg+, Fe+, Me+, COO-, Ca ⁺² , Mg ⁺² , Fe ⁺² , Me ⁺³ , COOH, COONa, CH ₃ COOH, C ₆ H ₅ COOH, HCOOH, CH ₃ COOCH ₃ , C ₂ H ₅ OCOH, a carboxyl group, COO that is a carboxyl group; one or more of these ions, elements, symbols, substances, components, ionic substances, compounds, mixtures, combinations, single substances, complexes, additives; CaFe agent, CaMe agent, CaMg agent, CaCOO agent, MgFe agent, MgMe, MgCOO, FeMe, FeCOO, CaMgFe, CaMgMe, CaMgCOO, MgFeMe, MgFeCOO, CaMgFeMe, CaMgFeCOO, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- containing agent, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- binder, from CaMgFeMeCOO; The CaFe agent to CaMgFeMeCOO agent containing two or more of the Ca to additives; (The above relates to materials containing various types of Ca, Mg, Fe, Me, COO, etc.)

h) said a) Eco agent to f) material, g) CaFe agent to CaMgFeMeCOO agent, the following base material, iron (Fe) solution in which one or more of the following additives are immersed or sprayed on one or more, FeSO ₄ solution, FeCl ₃ solution, Fe^(2+) ion or Fe^(3+) ion concentration of 400~600mg/L iron (Fe) solution; The above is to immerse, impregnate, spray, spray, etc. the iron (Fe) material in the solution phase in order to add the iron (Fe) component to the material of the present invention. i) said a) Eco agent to g) CaMgFeMeCOO agent, the following base material, the iron (Fe) solution serving as a source or addition source of one or more of Fe, Fe ions, and Fe components to one or more of the following additives; j) at least one powder, chemical, suspension, liquid, slurry, incinerated product, calcined product, carbide, bubbled product, foamed product, composite, or inclusion product of the Eco agent to CaMgFeMeCOO agent; k) inclusions of a) echoes through j) treated with one of or one of vibration, excitation, magnetization, magnetic fieldization, magnetization vibration, and vibratory magnetization by one of the vibrator or vibrating magnetizer; ℓ) Fluidity, flowability, mobility, dispersibility, workability, subdivision, atomization, nano-ization, injectability, inputability, sprayability, permeability, pourability, agitation, a) Ecoje to k) inclusions in which at least one of compaction properties, injection properties, grouting properties, and workability is increased; m) at one of the injection or grouting, one of the above injection or grouting with one of no pressure, gravity, 1-800 kg/cm 2 pressure, 1-10 kg/cm 2 low pressure, 10-100 kg/cm 2 medium pressure, 100 kg/cm 2 or more high pressure A) Ecoje to ℓ) inclusions being n) a base material-added composite in which a base material is added to one of the ecoje or inclusions; etc. are applicable.

The purifying agent includes bacteria, contamination, dust, heavy metals; The bacteria or heavy metals contained in the material; the surrounding bacteria or heavy metals; It is a substance that purifies, etc., Eco agent is an eco-friendly agent containing a purifying agent, Nano agent is a namometer-sized material, Green agent is a material for vegetation and greening, etc., Yellow Earth agent is a material containing loess, Carbon agent is a carbon-containing material, The reinforcing agent is a reinforcing material, the fiber agent is a fiber-containing material, the bonding agent is a material having binding properties, the binder is a material having high integrity, the solidifying agent is a material that solidifies, the phyton agent is a phytoncide-containing material, and the biologic agent is a plant or microorganism Contained substances and smart agents are substances that increase strength, recycling agents are recycled by-products, and microorganisms are cell-containing materials.

Examples of the purifying agent or microorganism include: a) certain bacteria, contamination, dust, heavy metals; The bacteria or heavy metals contained in the following materials; the bacteria or heavy metals around them; Eco agent containing a purifying agent to purify one or more of the following; b) Nanometer-sized substances are contained for various reactions, hydration reactions, hydration solidification reactions, alumina reactions, photocatalytic reactions, sol reactions, gel reactions, sol-gel reactions, silicon reactions , carbonation reaction, Fe oxidation reaction, water expansion reaction, decomposition reaction, expansion reaction, sealing reaction, bonding reaction, binding reaction, etc. are promoted; Green agent that provides vegetation, d) Yellow clay agent that emits negative ions and far-infrared rays because it contains loess, e) It contains carbon and contains tissue, medium, mass, substance, particle, material due to the hard material of carbon. , a carbon agent that enhances the strength of materials, f) a reinforcing agent that enhances the reinforcing properties of the tissue or material by the textile reinforcement function as it contains fibers, g) contains a fiber and includes a mesh made of fibers A fiber agent for reinforcing the tissue or material with a mesh, h) a bond agent containing bond to enhance the bondability of the tissue or material, i) a binder having a function of binding the tissue or material, j) A solidifying agent having a function of solidifying the tissue or material, etc., k) a phyton agent containing plants or phytoncides to provide antibacterial properties by biofibers or phytoncides by plants, ℓ) plants or microorganisms A bio-agent containing bio-liquid, which is a liquid provided by plants or microorganisms, m) a smart agent that enhances the rigidity of the tissue or material by polymer bonding, n) contains a by-product to recycle waste resources a recycling agent, o) a microorganism cultured in an incubator that is provided with a vibrator or a magnetizer and whose culture efficiency is improved by vibration or magnetic field; etc. are applicable.

The slime is a slime, sludge, slurry, by-product, slime, vibration treated slime, magnetized slime, vibrationally magnetized slime, magnetized vibration treated slime, These include the slime discharged from the stirring process and the slime discharged from the grouting process.

The reinforcement is a) ring, pin, plate, piece, membrane, rod, bar, chip, mesh, rod, protrusion, bolt, nut, washer, anchor, spiral, mesh, band, sheet, mat, fiber, carbon, rope , screw, mesh, wire, grid, spokes, blades, wire mesh, iron wire, iron bar, iron plate, intercept, cutting yarn, cutter yarn, cutting yarn, glass yarn, carbon yarn, glass wire, graphene, fiber, iron fiber, glass Fiber, metal fiber, reinforcing bar mesh, metal mesh, extension plate, end plate, end extension plate, hollow plate, reinforcing plate, wire, beam, rod, tube, shaft, H-beam, I-beam, iron beam, steel beam, auger, packer, reinforcing bar , iron bar, steel bar, steel, iron pipe, steel pipe, iron pipe, pile, rod, metal pipe, screw, casing, reinforcing material, rock bolt, rock anchor, nailing, carbon rebar, hollow pipe, perforated pipe, perforated pipe, perforated pipe, multi pipe , double pipe, triple pipe, superimposed pipe, pipe, hollow pile, helical, spiral, spiral body, screw body, helical body, spiral body, spiral pile, screw pile, helical pile, H pile, PC base, PC pile , PHC pile, cement pile, concrete pile, reinforcing bar cage, spiral pile, micro pile; b) said ring or wire having a length of 1 to 10 cm; the beam or micropile having a length of 1 to 15 m; One or multiple stages of the ring or micropile; c) said beam or micropile of mounting at least one of said rings or wires; the beam or micropile mounted on a tip of at least one of the rings or wires; the ring or micropile having at least one of the ring or micropile; d) the ring or micropile provided at the tip of one of the foundation or the composite foundation; e) a composite of at least two of said rings or micropiles; f) one of the composite piles, which are a spiral forming pile, a screw forming steel pipe, a protrusion forming micropile, a protrusion forming pile on the outer surface, and a file having an extension plate at the tip; etc. are applicable.

Among the reinforcing materials 33, a) ring-f) with an extension plate at the tip, those capable of driving with a pile, a driving machine, etc., those that can be vertically inserted into the ground with a backhoe, etc. 33 are ground, soil, and the injection or grouting It is inserted, inserted, embedded, penetrated, driven, etc. into the back part, solidified body or grouting body, solidified body or grouting body, etc. , 28). And among the reinforcing materials 33, those that can be stirred with backhoe, chips, nets, meshes, fibers, carbon, wires, wires, cut yarns, cut yarns, cut yarns, cut yarns, glass yarns, carbon yarns, glass wires, fibers , iron fiber, glass fiber, metal fiber, graphene, etc. (33) are stirred with soil (31), soil (31), residual soil (31), sand soil (31), slime (32), binder (30), etc. It becomes laying, compaction, etc., and it becomes use for the surface layer foundation (1), etc.

Hereinafter, the present invention, claims, foundations, materials, binders, equipment, facilities, and the like will be further described. The foundation, solidified body, composite foundation, and the above foundation or composite foundation of the present invention are a) foundation, pile, pier, solidified body, solidified body, improved body, reinforcing body, column body, injection body, spray body, mixing body, compact body , injection body, grouting body, reinforced foundation, screw foundation, expanded plate foundation, foundation solidified body, solidified foundation, solidified body and surrounding non-solidified ground or raw ground composite foundation, solidified body and reinforcement material composite foundation, solidified body and reinforcement material and ground composite foundation ; b) the foundation or the complex foundation; c) a composite foundation composed of one of the foundation to the composite foundation and at least one of the foundation to the composite foundation; etc. are applicable.

The solidified body, the solidified body or the grouting body is a solidified body, a solidified body, an improved body, a column body, an injection body, an input body, a spray body, a penetrating body, a pouring body, a stirring body, a compact body, an injection body, a grouting body, an injection solid body, Input solidified body, injection solidified body, penetration solidified body, poured solidified body, stirred solidified body, compaction solidified body, injection solidified body, grouting solidified body; b) the solidified body to the grouting solidified body having the above shape; c) the solidified body formed by consolidating one or more of the binder, soil, soil, residual soil, ground, and slime; d) A composite comprising one of the solidified body or the grouting body and one or more of the solidified body or the grouting body is applicable. Accordingly, the solidified body includes the solidified body or the grouting body, and a composite including one or more of the solidified body and the solidified body or the grouting body.

The foundation, column, bulb, injection body, input body, injection body, penetrating body, stirring body, compacted body, pouring body, solidified body, solidified body, treated body, restored body, improved body, reinforcing body, column body, base body , ground foundation, facility foundation, building foundation, injection body, grouting body, ground treatment body, ground casting body, cast-in-place body, structure foundation, cast-in-place pile, cast-in-place foundation, composite foundation composed of ground and binder, ground and high Composite foundation composed of a fire type binder, at least two composite foundations among the foundation or cast-in-place foundation are to the composite foundation, the foundation or the composite foundation installed in the ground, the foundation or the composite foundation composed of the ground and the binder, the foundation or the composite foundation composed of the ground and the solidified binder; b) the foundation or composite foundation on which the solidifying binder is cured; c) the foundation or composite foundation in which the solidifying binder is cured in the ground; d) reinforcing material embedded in the foundation or composite foundation; e) embedding reinforcement in the ground or binder; the foundation or composite foundation; f) The above-mentioned foundation or composite foundation of the earthquake-resistant or earthquake-resistant type, the above-mentioned foundation or composite foundation of the self-healing type or self-healing type, the above-mentioned foundation or composite foundation of the self-sealing type or self-filling type, etc. apply.

The blade of the present invention includes: a) two or more variable blades 21 having different lengths (B) while the bar 23 is mounted on the tip 22; b) It is mounted along the direction of a certain axis, rod, screw, etc. (20), and in addition to the horizontal direction by horizontal blades, etc., it is possible to stir in the vertical direction by inclined blades, bars or protrusion mounted blades, etc., and the length (B) is two or more different wings 21; Here, it is mounted along the predetermined axial direction, and it is possible to stir in the vertical direction in addition to the horizontal direction, and in two or more blades having different lengths, horizontal stirring is performed by horizontal blades, etc., and vertical stirring is performed by inclined blades, bars or protrusions It depends on the attached wing, etc. c) top 100 , bottom 101 , left 102 , right 103 , middle 104 , partial, horizontal 105 , inclined 106 of constant axis 20; FIG. 3d middle, FIG. 4b symmetric (FIG. 1, FIG. 3B, FIG. 4B; FIG. 1, FIG. 3B, FIG. 4B; 4e, 4g, 5d, 5e, 9a, 9b, 9d), asymmetric (Fig. 3c, 4c, 4f, 4h, 9c, 9e), partially symmetric (Fig. 2, Fig. 9e) 2 or more wings 21 mounted with one or more of 3a, 3d, 4a, 4d), some asymmetry (Fig. 2, 3a, 3d, 4a, 4d); Here, 1 direction, 2 direction, 3 direction, 4 direction, etc. are 1 direction, 2 direction, 3 direction, 4 direction, etc. for the upper, lower, left, right, middle, part, side, one side, both sides, horizontal, inclination, etc. of the axis This applies. In the case of FIG. 8 , one direction, two directions, three directions, four directions, etc. for the side, one side, and horizontal direction of the axis correspond. d) two or more variable blades 21 mounted on a certain axis 20; e) The length L is variable, and at least one of width, thickness, cross section, and shape is variable (FIG. 6B, FIG. 6C, FIG. 7B, FIG. 7C) or the same (FIG. 6A, 2 or more wings 21, which is Fig. 7a; f) Length (ℓ) is mutually variable, and at least one of width, thickness, cross section, and shape is variable (FIGS. 6C, 7B, 7C) or the same (FIG. 6A, 2 or more wings 21 equipped with two or more protrusions, bars, etc. of FIGS. 6B and 7A ); g) the bar 23 is inclined (FIG. 7B), the mounting is in one of 1, 2, 3, 4 directions (FIG. 8A is 1 direction, FIG. 8B is 2 directions, FIG. 8C is 3 directions, FIG. 8D is 4) direction), the wing 21 being one or more of the inclined (Fig. 7c); h) a vibrator 80, a magnetizer ( 81), the vibrator 80, the vibrator 82, the excitation magnetizer 82, the magnetization vibrator 82, the wing 21 provided with one 70 of the vibrating magnetizer 82;

i) the wing 21 of which the length H of the shaft 20 on which the own 21 is mounted is one of 1.5m, 3m, 4m, 5m, any length; j) the wing 21 mounted on the coupling shaft in which the shaft 20 is coupled to two or more; As an example, FIG. 1 shows two; 2 shows three; 3 a, b, c, d show 2, 3, 4 and 5, respectively; 4 e, f, g, and h are two, three and three, respectively. 2; 5 a, b, c, d, e are 2, 3, 4, 5, 6, respectively; It shows the bonding axis to which the back is coupled. k) the wing 21 mounted on a coupling shaft in which two or more shafts 20 having different mounting lengths of their own 21 are coupled; Examples thereof include Figure 1; Figure 2; 3 a, b, c, d; Fig. 4f, g, h; Fig. 5d, e; etc. are applicable. ℓ) the length (H) of the coupling shaft 20 is 1.5m, 3m, 4m, 5m, one of the arbitrary length multiplied by 2 or more, the blade 21; m) One (L) of the wing length, long length, short length, single length, both length, slope length, and average length is 0.1m, 0.2m, 0.3m, 0.5m, 0.7m, 0.8m, 1.0m , 1.2 m, 1.4 m, 1.5 m, the wing 21 of at least one of any length; n) one of the length, long length, short length, piece length, both length, slope length, and average length (ℓ) of the bar or protrusion 23 is 0.05m, 0.1m, 0.15m, 0.2m, 0.25m, 0.3 m, at least one of the wing 21 of any length; o) The ratio (L/H) of the length (H) of the shaft (20) to one (L) of the length of the wing, the long length, the short length, the single length, both lengths, the inclination length, and the average length is 0.02 to the wing 21 equal to 1.0; p) The ratio (ℓ/L) of one (ℓ) of the length (L) of the wing to the length of the bar or protrusion, the long length, the short length, the piece length, the double length, the inclined length, and the average length is 0.03 to 0.5 the wing 21; q) a wing 21 that satisfies at least two of the 16 conditions corresponding to each of the 16 wings listed above; etc. are also applicable.

And the wings of the present invention include wings such as a) to i) below. a) two or more wings of the same length; at least one wing having a length greater than or shorter than the length; Longer or shorter than the length of the two kinds of wings and two or more wings having the same length; three kinds of wings; An embodiment thereof is A) 6 wings (21a, class 1 wing, first class wing) having the same length in two rods (20a, 20b) in the case of FIG. 1; 4 wings (21b, other type 1 wing, second type wing) having a length shorter than the above length; a three-class wing of ten wings (21c, another class 1 wing, a third class wing) that is shorter than the length of the 10 or class 2 wing and has the same length; B) 10 wings (21c, class 1 wing, first class wing) having the same length on two rods (20b, 20a) in the case of FIG. 1; 4 wings (21b, other class 1 wing, second class wing) having a length greater than the above length; a three-class wing of 6 wings (21a, another class 1 wing, a third class wing) that is longer than the length of the 14 or class 2 wing and has the same length; C) In the case of FIG. 2, three rods (20a, 20b, 20c) have six wings (21a, class 1 wing, first class wing) having the same length; 10 wings (21b, 21c, other class 1 wing, second class wing) with a length shorter than the above length; a three-class wing of three wings (21d, another class 1 wing, a third class wing) shorter than the length of the 16 or class 2 wings and having the same length; D) In the case of Figure 2, three rods (20c, 20b, 20a) with three wings (21d, class 1 wing, first class wing) having the same length; 10 wings (21b, 21c, other class 1 wing, second class wing) with a length greater than the above length; a three-class wing of 6 wings (21a, another class 1 wing, a third class wing) which is longer than the length of the 13 or class 2 wings and has the same length; etc. are applicable.

b) the wing has at least one of horizontal, vertical, orthogonal, inclined, symmetrical, asymmetric, one-way, two-way, three-way, four-way, multi-directional, partially horizontal, partially vertical, partially inclined, partially symmetric, and partially asymmetric The three kinds of wings to make up; An embodiment thereof is A) in the case of Figure 3a, two rods (20a, 20b) having the same length and symmetrical or horizontal with respect to a horizontal plane six wings (21a, class 1 wing, first class wing); Four wings (21b, other class 1 wing, second class wing) having a length longer than the above and asymmetric or horizontal with respect to the ground; a three-class wing of three wings (21c, another class 1 wing, a third class wing) that is shorter than the length of the 10 or class 2 wing and has the same length and is asymmetric or horizontal to the floor; B) In the case of Figure 3b, the three rods (20a, 20b, 20c) having the same length and symmetrical or orthogonal to the rod 6 single wings (21a, class 1 wing, the first bell wing); Three double wings (21b, other class 1 wing, second class wing) having a length shorter than the length and symmetrical or perpendicular to the rod axis; a three-class wing of six single wing (21c, another class 1 wing, a third class wing) that is shorter than the length of the 9 or class 2 wing and has the same length and is symmetrical or orthogonal to the rod axis; etc. are applicable.

c) the three-class wing on which the wing is mounted in at least one of the horizontal to partial asymmetry with respect to the following rod axis; An embodiment of this is in the case of Figure 3d, five rods (20a, 20b, 20c, 20d, 20e) having the same length and inclined with respect to the rod axis two double wings (21a, class 1 wing, the first wing); Eight single wings (21b, other class 1 wing, second class wing) that are symmetrical or orthogonal to the rod axis while having a length shorter than the length; 6 single blades (21c, another class 1 wing, third class wing) that are shorter than the 10 or class 2 wings and have the same length and are asymmetric or perpendicular to the rod axis; 3 types of wings, etc.

d) one of a bar, a pin, a projection, a projection, a bar on the tip, a pin on the tip, a projection on the tip, a projection on the tip, a slanted bar or projection on one or more of the wings or on one or more of the three types The three types of wings equipped with; In the case of FIG. 4a, six single wings (21a, class 1 wing, first class) having the same length in one rod 20 and being perpendicular or symmetrical with respect to the rod axis and equipped with a protrusion such as a bar at the tip wing); Four single wings (21b, other class 1 wing, second class wing) having a length longer than the length and symmetrical or orthogonal to the rod axis and equipped with a protrusion such as a bar at the tip; Three single wings (21c, another class 1 wing, third class wing) that are shorter than the 10 or class 2 wings, have the same length, are asymmetric or orthogonal to the rod axis, and have a protrusion such as a bar at the tip ; 3 types of wings, etc.

e) at least one of the bars or protrusions is horizontal, vertical, orthogonal, inclined, symmetrical, asymmetrical, one-way, two-way, three-way, four-way, multi-directional, partially horizontal, partially vertical, partially inclined with respect to the wing axis , the three kinds of wings mounted in at least one of some symmetry and some asymmetry; An embodiment of this is A) Figure 6 a, b, c in the bar, pin, protrusion, protrusion, etc. 23 with respect to the wing 21 axis, side, length (L), etc. vertical, orthogonal, asymmetric, etc. 3 bell wings; B) the three types of wings in which the bars, pins, protrusions, protrusions, etc. 23 of the symbols 23a and 23b of FIGS. 7 a, b and c are symmetrical with respect to the axis, side, length L, etc. of the wing 21; C) the three types of wings in which the bars, pins, protrusions, protrusions, etc. 23 of the symbols 23c and 23d of FIGS. 7 a, b, and c are asymmetric with respect to the wing 21 axis, sides, length L, etc.; D) In the case of Figure 4f, the three rods (20a, 20b, 20c) have the same length and are orthogonal to the rod axis and form symmetrical four single wings (21a, class 1 wing, first bell wing); While having a length shorter than the length, three single wings (21b, the other type 1 wing, the second type wing) having the same length forming an asymmetry orthogonal to the rod axis; A three-class wing of three single wing (21c, another class 1 wing, a third class wing) that is shorter than the length of the 7 or 2 wing and has the same length and is orthogonally asymmetric with respect to the rod axis; etc. are applicable.

f) two or more protrusions having the same length as the protrusions; one or more protrusions having a length greater than or shorter than the length; Two or more protrusions having the same length as longer or shorter than the length of the two types of wings; the three types of wings equipped with at least one of; An embodiment thereof is shown in Figs. 4g and 4h in the case of two pairs of four protrusions 23a having the same length; a pair of two projections 23b having a length shorter than the length; Two pairs of four protrusions 23c having the same length and shorter than the length of the 3 or 2 types of wings are mounted on the above wing, 1 wing, 2 wings, 1 or more wing, 2 or more wings, etc. The above three types of wings and the like are applicable.

g) a quaternary wing, multiple wing, three or more multiple wing, the three wing with one or more wings longer or shorter than the length of the wing and having the same or different length; An embodiment of this is 6 single wings (21a, class 1 wing, first class wing) having the same length in the case of FIG. 5d and forming a symmetry orthogonal to the rod axis while having the same length; While having a length shorter than the length, three double wings (21b, other class 1 wing, second class wing) having the same length orthogonally symmetric with respect to the rod axis; In addition to the class 3 wings of the four single wings (21c, another class 1 wing, the third class wing) having the same length and being symmetrical orthogonal to the rod axis, shorter than the length of the 9 or class 2 wings, A ) "A four-class wing with the addition of four single wing (21d and 21e, another first-class wing, fourth-class wing) having the same and different lengths and shorter than the length of the wing; B) or "more than the length of the wing 2 single wings of the same length (21d, another first-class wing, fourth-class wing) and two single-wings of different lengths (21e, another first-class wing, fifth bell wing) are added bell wings; etc. are applicable.

h) a four-class wing, a multi-class wing, three or more multi-class wing, and a three-class wing with one or more protrusions having the same or different length and longer than or shorter than the length of the protrusion; An embodiment thereof includes two pairs of four protrusions having the same length (23a in FIGS. 4 g and h); a pair of two protrusions having a length shorter than the above length (23b in FIGS. 4 g and h); Two pairs of four protrusions having the same length and shorter than the length of the three or two types of wings (23c in FIGS. 4 g and 4 h); In addition to one of "one or more protrusions longer or shorter than the length of the protrusions 23a, 23b, 23c and having the same or different length (for example, 23d, 23e, 23f, etc.; their symbols are shown in Figs. 4g, h Not indicated in)", etc., 4 types of wings, multiple types of wings, 3 or more types of wings, the above 3 types of wings, etc. are applicable.

i) the bar, pin, protrusion, wing, protrusion 23, one, two or more, one, two, three, four, many, self; one of these surfaces, surface, outer surface, outer skin, outer, outer; One (70) of the vibrator 80, the magnetizer 81, the vibrator 80, the magnetizer 82, the excitation magnetizer 82, the magnetization vibrator 82, the vibrating magnetizer 82 in at least one of ) equipped with the 3 types of wings, 4 types of wings, and multiple types of wings; 3 a, b, c, d; 4 e, g, h; Fig. 5a; 6 a, b, c; 7 a, b, c; 6 a, b, c, d; Fig. 9 a, d; 19c; Vibrators, magnetizers, vibrators, magnetized vibrators, exciter magnetizers, magnetized vibrators, vibrating magnetizers, etc. are mounted on the back (70) the above-mentioned three-class wings, four-class wings, multi-class blades, etc. correspond to.

The following a), b), c) rods, etc. are also applicable to the shaft, rod, screw, etc. of the present invention. a) variable, variable and same, variable after same, same after variable, variable after same then variable, same after variable then same; the same after the variable to the same and then the same along the axial direction; Two or more consisting of one or more rods with two or more wings having one of the lengths of the same, said variable to equal then variable and then equal to two or more consisting of one or more rods with two or more blades having one of the lengths of the same. rod, 2 or more rotating rods,

1) As shown in FIG. 1, after the same six (21a), the same and different variable lengths (the upper part of 21b) are provided with one rod with eight wings and the same (21a) and variable Two variable (lower part of 21b) or the same two (lower part of 21b) that are the same as the variable (upper part of 21b) and then 10 variable (21c) lengths of the same or different from the variable (21b) equipped with 12 blades 2 lots of 1 lot; 2) 2 rods of 1 rod with 4 blades 21b with variable length as shown in FIG. 3a and 1 rod with 9 blades with 3 variable lengths different from the same 6 after the same 6 ; 3) 2 rods of 1 rod with 6 blades with variable length and 1 rod with 6 blades with variable length as shown in Fig. 4h; 4) As shown in Fig. 19a, one rod with 8 blades with 2 types of variable lengths composed of 6 identical (1 type) and 2 identical and different variable types (different 1 type) and the same or variable type 2 rods of 1 rod with 12 blades of the same length with different lengths; etc. are applicable.

b) one or more rods equipped with two or more blades having one of the lengths of the same after varying to the same and then varying and 2 having two or more blades having one of the lengths of the same to and after varying after varying 3 or more rods consisting of 2 or more rods, 3 or more rotating rods,

An embodiment thereof is 1) one rod equipped with 9 wings having the same and different lengths of 6 (21c) after the same 3 (21d) as in FIG. 2, and 4 different from the same (21d). 3 rods of 2 rods with 12 wings with length of the same 4 (21b) equal to the dog (21b) or the variable (21c) followed by the same or different variable (21a); 2) As shown in Fig. 19b, one rod equipped with 6 blades 21a having two types of variable lengths composed of three identical (one type) and three identical and different variable lengths (one different type) and the variable 3 rods of 2 rods equipped with 10 blades having the same length of 4 (21a) followed by the same 4 (21a) and variable 6 (21c) having the same length as; 3) As shown in Figure 3b, the same 6 (single wing) and the same and different 1 (double wing) rod 20c with 5 blades having a variable length and the same and different variable or the same as the variable length Three rods 20c, 20b, of two rods 20b, 20a equipped with wings having the same two (double-winged) and then the same two (double-winged) and different variable lengths of six (single-winged) 20c); etc. are applicable.

c) two or more rods equipped with two or more blades having one of the lengths of the same after varying to the same and then varying and two or more equipped with two or more blades having one of the lengths of the same after varying from the same to after varying and the same 4 or more rods consisting of 4 or more rods, 4 or more rotating rods,

An embodiment thereof is 1) one rod 20b provided with four single blades having a variable length as shown in FIG. 3D and one rod 20c provided with four single blades having a variable length different from the variable length after Four rods of one rod 20e having the same four lengths as the two single blades after one rod 20d provided with two double blades and two single blades having variable lengths different from those of the variable blades (20b, 20c, 20d, 20e); 2) As shown in Fig. 5e, after one rod 20f equipped with 4 blades having a variable length and 8 variable blades 20e and 20d having a variable length different from the variable length, the same length as the variable length 4 rods (20f, 20e, 20d, 20c, 20b) of 3 rods with the same 6 blades (20c, 20b); etc. are applicable.

In the present invention, two or more numbers, blades, protrusions, rods, equipment, devices, etc. are required in order to achieve the same, variable, etc. in the present invention. Examples of this include: 1) for variable blades or blades with variable length: a) two or more variable blades, b) three variable blades 100 cm, 80 cm, 60 cm in length, c) 150 cm, 100 cm, 70 cm in length; Five wings of 60 cm and 40 cm are applicable. 2) In the case of the same wing or wing with the same length, a) 2 or more identical wing, b) 3 wing with a length of 100 cm, c) 5 identical wing with a length of 150 cm, etc. 3) For variable projections or projections with variable length: a) 2 or more variable projections, b) 3 projections 10 cm, 8 cm, 6 cm in length, c) 15 cm, 10 cm, 7 cm, 6 cm, 4 cm in length Five variable protrusions, d) three bars with lengths of 10 cm, 8 cm, and 6 cm, e) five variable bars with lengths of 15 cm, 10 cm, 7 cm, 6 cm, and 4 cm, and the like. 4) In the case of the same projection or projections of the same length: a) 2 or more identical projections, b) 3 identical projections with a length of 10 cm, c) 5 projections with a length of 15 cm, d) 3 with a length of 6 cm of the same bar, e) 5 bars with a length of 7 cm, and the like.

The shape, the rotational trajectory, the rotational locus body, the volume of the rotational trajectory, etc. 28 are a) the shape, the rotational trajectory, the rotational locus body, the rotational trajectory volume; b) b1) said shaft, blade, shaft or screw; b2) rotation and stirring of the shaft, blade, shaft or screw; b3) the injection or grouting by the shaft, the blade, the shaft or the screw; b4) said wing moved downward or upward; b5) penetrating, pulling out, driving, moving the shaft; b6) the injection or grouting while the shaft penetrates, pulls out, drives, moves, etc.; b7) the wing moving downward or upward by penetrating, pulling out, driving, or moving the shaft; b8) the length to be moved; b9) reflecting the movement length; the shape, rotation trajectory, rotation trajectory body, volume of rotation trajectory formed by or by or by such as, etc.; c) c1) the movement length × the volume calculated as one of the blade width, half width, double width, average width, rotation width, rotation diameter, rotation radius, rotation diameter, and rotation average diameter; c2) the shaft or two or more connecting shafts × the volume calculated as one of the blade width, half width, double width, average width, rotational width, rotational diameter, rotational radius, rotational diameter, and rotational average diameter; c3) The shaft or two or more connecting shafts that penetrate, pull out, drive, move, etc. into the ground × the width, half width, double width, average width, rotation width, rotation diameter, rotation radius, rotation diameter, average rotation diameter of the blade volume estimated as one of; d) the moving length x the rotational trajectory = the volume of the rotational trajectory; e) its length is the above axis, two or more connecting axes, travel length, etc. (L). Their width or diameter is the above width to the average rotational diameter, etc., the cross-sectional area is π × (one of the width to rotation average diameter)^2 ÷ 4, etc., and their volume is the L × π × (the width to the rotation average diameter) one of)^2 ÷ 4, etc.; f) the shape having the volume, the rotation trajectory, the rotation trajectory body, the volume of the rotation trajectory; g) g1) inside the shape, rotation trajectory, rotation trajectory body, volume of rotation trajectory, etc.; Out; g2) axial interior; Outer in the ground direction; g3) the inside of the injection or grouting, etc., the inside of the solidified body; g4) an external, external raw ground that has not been injected or grouted; In the inner, solidified body, etc.; h) the solidified body to the grouting solidified body; one of the interior, volume, shape; etc. are applicable.

The surface layer foundation 1 has its own 1) thickness of 0.1m, 0.2m, 0.3m, 0.5m, 0.8m, 1.0m, 1.5m, any thickness; 2) 1m, 2m, 3m, 4m, 5m in diameter, any diameter; 3) the diameter is 2 times, 3 times, 5 times, 7 times, 10 times, arbitrary times the diameter of the side surface; 4) an area of 1×1 m, 2×2 m, 3×3 m, 4×4 m, 5×5 m, any horizontal×any vertical, any area; 5) the area is 2 times, 3 times, 5 times, 7 times, 10 times, arbitrary times of the cross-sectional area of the side of the underground foundation; at least one of the surface layer foundation; etc. are also applicable. where a) arbitrary thickness, arbitrary diameter, arbitrary area, etc. are arbitrary, free, and thickness, diameter, area, etc. other than the above-described values correspond, and b) the side diameter is the diameter of the side surface, the diameter of the underground foundation, and the average diameter , maximum diameter, minimum diameter, upper diameter, middle diameter, lower diameter, upper cross-section diameter, middle cross-section diameter, lower cross-section diameter, upper equal section (2) diameter, middle cone section (3) average diameter, lower equal section 94) diameter, etc., and c) and the cross-sectional area is the area of the cross-section, the area of the underground foundation, the average area, the maximum area, the minimum area, the upper area, the middle area, the lower area, the upper cross-sectional area, the middle cross-sectional area, the lower part The cross-sectional area, the upper equal cross-sectional area, the middle cone cross-sectional average area, and the lower equal cross-sectional area are applicable.

The side sections (2, 3, 4, 5, 28) are a) a side section, two side sections, three side sections (2, 3, 4), a two-stage side section, a multi-stage side section, a column side section ( 5), upper and lower edge section (5), upper and lower edge section (2, 3, 4), cone section, cone section, funnel section, dotted section (3), tapered section (3), tapered section, tapered section, tapered section Cross-section, after identical (2) and after (3) cross-section, after identical (2) and after dot (3) cross-section, after identical (2) and after dot (3) and equal (4) cross-section, after identical (2) and after dot (3) Same (4) cross section, same (2) then cone (3) then same (4) cross section; b) the same cross-section (2) and the cone cross-section (3) at the lower portion thereof and the same cross-section (4) having a smaller diameter than the same cross-section at the lower portion thereof; c) the same cross-section column body (2) and a cone cross-section (3) at the lower portion thereof and the same cross-section column body (4) having a smaller diameter than the same cross-section at the lower portion thereof; d) or the same cross-section after the same and then the same cross-section with respect to one of the shaft, length, column, shaft or screw; etc. are applicable.

The diameter of the side surface and the cross-sectional area of the side surface correspond to the corresponding symbols 2, 3, 4, 5, 28, etc. in the drawings of the present invention, and the diameters, cross-sectional areas, etc. of the minimum, maximum, average, etc. correspond. where the average is (symbol 2 diameter + symbol 3 diameter) / 2, (symbol 3 diameter + symbol 4 diameter) / 2, (symbol 2 diameter + symbol 4 diameter) / 2, (symbol 2 diameter + symbol 3 diameter + 4 diameter) ) / 3, (Symbol 2 cross-sectional area + Symbol 3 cross-sectional area) / 2, (Symbol 3 cross-sectional area + Symbol 4 cross-sectional area) / 2, (Symbol 2 cross-sectional area + Symbol 4 cross-sectional area) / 2, (Symbol 2 cross-sectional area + Symbol 3 cross-sectional area + Symbol 4 cross-sectional area) / 3 etc. Here, symbol 3 is the cone cross-section, so its diameter and cross-sectional area are: a) the minimum diameter and cross-sectional area of the cone cross-section; b) the maximum diameter of the cone cross-section, cross-sectional area; c) the average diameter and cross-sectional area of the top, middle, and bottom of the cone cross section; etc. are applicable.

The equipment of the present invention (10, 11, 12) a) the wing 21; b) the various wings 21; c) one wing 21 of any of the above; d) the vibrator or vibrator magnetizer (70); e) the wing 21 is provided or the wing 21 is rotated 27, descending 110, rising 111, moving, penetrating 110, pulling out 111, soil agitation, ground agitation, A shaft, a rod, auger, a pile, a steel pipe, a casing, a pipe, a screw 20 for at least one of binder stirring, earth and sand 31 and binder 30 stirring, rotation or drawing in the ground; f) a motor, a hydraulic motor, a rotating means, a drive, a two-axis rotary means, a three-axis drive, a multi-axis rotary means, a multi-axis drive, an auger drive, a rotary drive on which one of the shafts or screws 20 is mounted or rotates one , rotary press-fitting drive, pile drive, steel pipe drive, screw drive (16); g) lowering, raising, moving, penetrating, pulling out one or more of the shaft or screw, motor or screw drive mounted or at least one; or the descent or pull-out from soil, ground, underground, underground, etc.; Backhoe, auger, excavator, boring machine, fork crane, moving means (10), etc.; one of the booms (13); an arm (14) connected to its boom; its arm distal end (15); Cradle hitch (15) of this tip; a bucket 16 mounted on the tip or cradle hitch; h) a hose (64), a pump (63), a compounder (62), a silo (60) sequentially connected to one of said vanes, shafts or screws; i) the hose, pump, compounder, and silo for supplying, pumping, compounding, and storing the binder 30 ; j) the blades 21, shafts or screws 20 for spraying the binder 30; k) a hole 25, a hole 25, a nozzle 25, a bit 24, an excavation bit 24 formed in one of the blades, the shaft or the screw for spraying the binder 30; ℓ) a hole 25, a hole 25, a nozzle 25 formed in the bit 24 for spraying the binder 30; m) the shaft or the excavation bit on which one 70 of the vibrator or the vibrator magnetizer is mounted; n) the blade or the excavation bit forming the base (5) of the side section; o) the bucket 16 and the blade 21 mounted on one 12 of the backhoe or the cradle hitch from which at least one of the shaft or screw and the motor or screwdrive is detached; a blade mounted inside the bucket 16, a rotary blade mounted inside the bucket 16; p) backhoe, auger, excavator, boring machine, fork crane, and moving means 12 for forming the surface foundation (1); a bucket 16 mounted on the tip of one of the arms 15, the wing 21; a blade mounted inside the bucket, a rotary blade mounted inside the bucket; q) the bucket or the wing on which one 70 of the vibrator or the vibrator magnetizer is mounted; r) a crane 11, a crane, a penetration machine, an embedding machine, a driving machine, an excavator, and a moving means 11 for inserting the reinforcing material 33; One or more of these are corresponding, included, etc.

The 1-axis, 2-axis, 3-axis, 4-axis, 5-axis, multi-axis, etc. 20 corresponds to 1, 2, 3, 4, 5, 2 or more of the shafts or screws. In order to rotate the 1-axis, 2-axis, 3-axis, 4-axis, 5-axis, and multi-axis rotation, the 1-axis rotation means, 2-axis rotation means, 3-axis rotation means, 4-axis rotation means, and 5-axis rotation means shown in FIG. , multi-axis rotation means, 1-axis drive, 2-axis drive, 3-axis drive, 4-axis drive, 5-axis drive, multi-axis drive, etc. can be used. See FIG. 19 . In the case of the 2-axis, 3-axis, 4-axis, 5-axis, and multi-axis, each axis; its hole, hole, nozzle, tip, bottom, end, outlet, bit, bit hole; Binder, solidifying material, air, pressure water, pressure air, etc. can be sprayed through the For example, in the case of the 5-axis, it is possible to inject binder to the lower end of the first axis, pressure air to the lower end of the second axis, binder to the lower end of the third axis, pressure water to the lower end of the fourth axis, and binder to the lower end of the fifth axis.

The rods or steel pipe screws, shafts or screws 20 are 1, 2, 3, 4, 5, 10, 15, 20, arbitrary, or 1, 2, 3, 4, 5, 10, 15, 20, arbitrary, etc. can be connected, linked, combined, tightened, screwed, etc. This is to connect, link, combine, tighten, screw, etc. by connecting, connecting, combining, tightening, screwing, etc., 2 or more than 2 axes, etc. This is applied when reaching the corresponding depth and forming a foundation, solidified soil, etc. having a predetermined depth, length, depth, etc. In an embodiment of this, one shaft is mounted on the rotating means and the shaft is penetrated into the ground while the injection or grouting is performed, the intrusion shaft and the rotation means are separated, and the other shaft is connected to the upper end of the shaft, and the The injection or grouting is repeated n times while penetrating the connected shaft into the ground by means of a rotation means to form a foundation, solidified soil, etc. having a predetermined depth, length, depth, etc. in the ground.

The rod, shaft, 1-axis, 2-axis, 3-axis, 4-axis, 5-axis, multi-axis, nozzle, auger, rod, packer, hammer, steel pipe, iron pipe, screw, hollow pipe, multiple pipe, double pipe, triple pipe, Perforated pipe, casing, injector, syringe, injector, composer, injector, ejector, rotating shaft, rotating 2 axis, rotating 3 axis, rotating 5 axis, grouter, etc. a) the rod or steel pipe screw; b) the rotating rod or steel pipe screw; c) the rod or steel pipe screw sequentially equipped with a silo, a compounder, a pump, and a supply line; d) the rod or steel pipe screw sequentially equipped with a storage, a hopper, a compounder, a pump, and a supply line; e) the inner hollow rod or steel pipe screw; f) the rod or steel pipe screw in the ground or boring hole; g) the rod or steel pipe screw moving in one of upward, downward, and inclined directions in the ground or in a boring hole; h) the rod or steel pipe screw having a bit or an excavation bit; i) or hole, nozzle, hole, perforation, perforation, perforated hole, bit, outlet, injection hole, inclined hole, binder injection hole, pressure injection hole, pressure water injection hole, pressure water injection hole, nozzle with tip impact plate, nozzle with tip expansion cone, 15 The rod or steel pipe screw provided with at least one of a road slope, an upward slope, and a downward slope; j) the rod or the steel pipe screw in which at least one of a pressure press, a press water, a press water, and a binder is sprayed into one of the hole through the downward slope, a bit, and a lower part of the bit; etc. are applicable.

The backhoe, auger, excavator, boring machine, fork crane, moving means (10); one of the booms (13); an arm (14) connected to its boom; its arm distal end (15); Cradle hitch (15) of this tip; a bucket 16 mounted on the tip or cradle hitch; a) the boom 13 is a boom, a boom, a boom stand, a boom 13 of a boom cylinder or piston 17 mounted, a boom 13 of a cylinder or piston 17 mounted to drive the boom, etc., b) arm 14 is an arm, arm, arm, arm 14 mounted on a cylinder or piston 18, arm 14 mounted on a cylinder or piston 18 to drive the arm, c) The tip of the arm (15) corresponds to the tip of the arm, the tip of the backhoe arm, the cradle hitch (15), the cradle hitch of the backhoe, the cradle hitch of the tip of the backhoe, the cradle hitch of the tip of the backhoe arm, d) the bucket (16) a bucket 16 of a silver bucket, a bucket, a bucket cylinder or a piston 19 mounted, a cylinder driving a bucket or a bucket 16 mounted with a piston 19; a bucket 16 for stirring, loading, unloading, etc.; etc. are applicable. In the cradle hitch 15 of the backhoe, the cradle hitch is a cradle hitch, a cradle hitch, a holder, a hanger, a pedestal, a towbar, a semicircular metal frame, a rod to hang an object, a rod to hang an object and its support, and a rod to hang an object The cover covering this, a ring or an object for hanging a rope, the tip of the backhoe, the tip of the backhoe arm, the cradle hitch at the tip of the backhoe, the cradle hitch at the tip of the backhoe arm, etc. (15) are applicable.

Backhoe of the present invention, auger, excavator, boring machine, fork crane, moving means; double one boom; arm of this boom; its arm distal end, cradle hitch; The motor, screw drive, bucket, etc. can be mounted on the back. Here, when a shaft is used to form a solid foundation in the ground, the motor or screw drive is first mounted on one of the backhoe or cradle hitch, and after the formation of the solid foundation, a surface foundation is created on top of the foundation. In this case, it is possible to remove the motor or screw drive, mount a bucket on one of the backhoe or cradle hitch, stir, install, compact the soil, slime, binder, etc. to form a surface foundation. It is possible.

The backhoe, auger, excavator, boring machine, fork crane, transportation means, etc. are a) backhoe, auger, truck, dozer, grazer, crane, crane, excavator, excavator, boring machine, drilling machine, crane, driving machine, strike machine, compactor, crane, excavation equipment, excavation equipment, boring equipment, drilling equipment, rotary equipment, fork crane, construction equipment, means of transportation, transportation equipment, means of transportation, means of wheel transportation, means of transportation of tires, cataphila means of transportation, screwdriver, auger driver, screw drive, pile driver, pile auger, screw auger, tower crane, bucket fork crane; b) or the backhoe or bucket fork crane equipped with an auger, a motor, a hydraulic motor, a screw, a driver, a rotating means, a rotating device, a rod rotating means, an auger driver, a pile driver, a steel pipe driver, a screw drive, etc.; etc. are applicable.

The equipment of the present invention may be a mobile device, a mobile device, a stationary device, a stationary device, and the like. wherein the fastening equipment comprises: a) a fastening device, a fastening means; b) fixed equipment, equipment, silos, storage, hoppers, compounders, pumps, supply hoses; c) the equipment or supply hose that is fixedly installed; d) the equipment or supply hose installed on site; e) the equipment or supply hose installed on the ground; f) the equipment or supply hose connected to the moving means; g) the equipment or supply hose associated with the mobile rod; h) the equipment or supply hose connected to the rod mounted on the moving means; etc. are applicable. And the moving equipment is a backhoe, auger, excavator, boring machine, fork crane, moving means; the wings or buckets provided on one of them; etc. are applicable.

The storage, silo, etc. 60 includes a) a tank, a box, a storage, a silo; b) said tanks or silos with hoppers; said tanks or silos with inlet lines; said tanks or silos with outlet lines; c) the tank or silo equipped with a hopper, a compounder, a pump, a supply line or a supply line, a rod, a nozzle, etc. at the rear end or rear; d) or the tank or silo in which water, material, binder, carbon yarn, fiber, graphene, reinforcing material, compounding water, compounding material, compounding, etc. are stored, introduced, discharged, supplied, provided, etc.; e) or said tanks or silos for supplying said water or compound or the like to a hopper, compounder, pump, supply line or supply line, rod, nozzle or the like; etc. are applicable.

The hopper 61 corresponds to a hopper, a passage, a cone, a funnel, a V-type hopper, a hopper for putting material into a compounder, a hopper between a storage and a compounder, a hopper between a silo and a compounder, and the like. The blender 62 includes a mixer, a blender, a blender with blades, a blender with rotary blades, a blender with agitating blades, a blender with the vibrator or vibrator, etc., a blender with blades equipped with the vibrator or vibrator, etc. This applies. The pump 63 corresponds to a pump, a pumping machine, a pressurizer, a compressor, a motor pump, an electric pump, a supply pump, a hydraulic pump, and the like.

The hoses, lines, supply hoses, transfer hoses, supply lines, etc. 64 include: a) supply, supply, transfer, transport, etc. hoses, lines, pipes, pipelines; b) Hoses, lines, pipes, pipelines, etc. supplying, providing, transporting, transporting solidified materials, binders, liquid solidifying materials, liquid binders, etc. to rods, tools, boring machines, drilling machines, excavators, etc.; c) Hoses, lines, pipes, etc. that supply, provide, transport, transport, etc. solidifying materials, binders, liquid solidifying materials, liquid binders, etc. provided in silos, compounders, pumps, etc. to rods, tools, boring machines, drilling machines, excavators, etc. pipeline; etc. are applicable. The line corresponds to a line, a hose, a pipe, a pipeline, and the like.

The motor, rotating means, drive, etc. 16 is a) a motor, a hydraulic motor, a rotating machine, an inserter, a penetrator, a press fitter, an implanter, a rotating device, a rotating means, a rotary press machine, a drive, a driver, a drive, a driver , auger drive, rotary drive, rotary press-fit drive, pile drive, steel pipe drive, screw drive; b) means for rotating the shaft or object, means for rotating and pressing the shaft or object, means for pressing while rotating the shaft or object; c) a movable rotation means, a fixed rotation means, a wheel movable rotation means, a cataphila wheel movable rotation means; d) or rotating, press-fitting, inserting, penetrating (110), drawing (111), lowering of shaft, rod, object, auger, steel pipe, pile, screw, stiffener, helical, spiral, micropile, etc. (20, 33) (110), ascent (111), etc., equipment, apparatus, apparatus, equipment, apparatus, means; e) a rotating means mounted on the tip of a backhoe or the like or a cradle hitch; etc. (16).

The wings mounted inside the bucket 16, the rotary blades mounted inside the bucket 16, etc. are mounted inside the bucket so that the soil, soil, residual soil, ground, slime, reinforcement, binder, solidifying material, and material inside the bucket are mounted inside the bucket. These include blades and rotary blades that stir, mix, mix, etc. Here, both ends of the shaft of the rotary blade are mounted on the bucket, the inside thereof, and the like, and a motor, a rotating machine, a rotation means, etc. are provided at one end of the shaft to rotate the blade mounted on the shaft. And the device consisting of the bucket and the blades or rotary blades mounted therein becomes a stabilizer that stabilizes the soil by sieving, adjusting the particle size, stirring, laying, compacting, etc., which digs the soil, etc. It becomes a machine that adjusts the particle size by laying down or sieving the soil, and compacting the soil by stirring additives such as binders in the soil, or compacting it.

The wing has a length (H) of the shaft 20 on which the wing 21 is mounted is 1.5m, 3m, 4m, 5m, the wing 21 having an arbitrary length; The wing 21 mounted on the coupling shaft in which the shaft 20 is coupled to two or more; the wing 21 having a length H of the shaft 20 of 1.5 m, 3 m, 4 m, 5 m, or any length multiplied by 2 or more; etc. is also possible. Here, in the case of a two-axis combination, the total length of the shaft is 1.5×2m, 3×2m, 4×2m, 5×2m, arbitrary length×2, etc., in the case of a three-axis combination, the total length of the shaft is 1.5×3m , 3 × 3 m, 4 × 3 m, 5 × 3 m, arbitrary length × 3, etc. In general, the length of one shaft is 3m, but if you want to create a solid foundation with a depth of 15m, connect one shaft at a time depending on the stage at which the shaft is inserted into the ground, and connect 5 shafts over a total of 5 times. ×5 = While securing a shaft length of 15 m, a solid foundation with a depth of 15 m is formed while the binder is sprayed into the ground.

The blade 21 is a) wing, wheel, blade, stirring blade, stirring means, blade, single blade, both blades, side blades, one side blade, both blades, wing, wheel, blade, variable blades; b) one wing formed on one side with respect to the axial direction, one wing; c) both wings formed on both sides with respect to the axial direction, both wings; d) the wings or variable blades formed on the side of the stirring shaft; e) one side blade, one side blade formed on one side with respect to the direction of the stirring axis; f) double-sided blades formed on both sides with respect to the direction of the stirring axis; g) the variable-length blade - the blade of the magnetized vibration type of vibration after magnetization; h) two or more blades having different lengths and having at least one of width, thickness, cross-section, and shape variable or the same along each longitudinal direction - horizontal, inclined, perpendicular, transverse to the axis of the blade; The wing equipped with two or more protrusions mounted at one or more of a 3 degree slope, 5 degree slope, 10 degree slope, 30 degree slope, and 45 degree slope; i) the wing or variable wing mounted on the rod or the steel pipe screw; j) or equipment, apparatus, dozer, drill, excavator, excavator, drilling machine, boring machine, crane, fork crane, construction equipment, injection equipment, input equipment, spraying equipment, penetration equipment, compaction equipment, pouring equipment, injection equipment, grouting equipment The wings or variable wings mounted on the back; k) the wing or variable wing mounted on the rod or the steel pipe screw mounted on the equipment or the grouting equipment; ℓ) or rotation, rotation by a motor, rotation by a rotation means, rotation by the rod or steel pipe screw, etc., the wing or variable blades for rotation by the equipment or grouting equipment, etc.; etc. are also applicable.

The variable is variable, multivariate, 可變, 多變, change, change, change, variable, increment, increment, increment, increment, decrement, decrement, increment, increment, decrement, decrement, decrement, mutually variable, mutual variability, two or more this variable, 2 or more multivariate, 3 variable, 10 variable, n variable, 2 or more intervariable, 2 or more mutually variable, 3 intervariable, 10 intervariable, n intervariable, Two or more are cone-shaped along the axial direction, two or more are cone-shaped along the stirring axial direction, and the like. The variable has a basic condition that must be two or more, and its variable object corresponds to two or more wings, two or more protrusions, and the like.

The wings, protrusions, etc. of the present invention have the same or variable width, length, thickness, area, shape, shape, cross-sectional area, etc. in two or more cases. The variable width includes variable width, incremental width, dot-axis width, variable width, variable width in an axial or longitudinal direction, and variable width in an axial or longitudinal direction. The variable length corresponds to a variable length, a variable length, a variable length along a central axis, a length varying along a central axis, and the like. The variable thickness corresponds to a variable thickness, a thickness varying, a variable thickness along a central axis, a thickness varying along a central axis, and the like. The variable cross-section corresponds to a variable cross-section, a cross-sectional size that changes, a variable cross-section along a central axis, a cross-sectional size changes along a central axis, and the like. The variable shape may include a variable shape, a variable shape, a variable shape; Or a change in shape, shape, form, etc. corresponds to the case.

The agitator is a mixer, agitator. mixers, mixers, etc. The agitation includes a) stirring, mixing, mixing, mixing, mixing; b) rotary stirring, rotary mixing, rotary mixing, rotary mixing, rotary mixing; c) said stirring or mixing by means of a stirrer; d) the stirring or mixing by the rotation of the blades; e) said stirring or mixing by rotation of variable blades; f) the stirring or mixing by the rotation of the blades provided in the stirrer; g) the stirring or mixing by rotation of variable blades provided in the stirrer; h) the stirring or mixing by the rotation of the variable blade provided in the stirrer mounted on the fork crane; i) the agitation or mixing by rotation of variable blades provided in a ground agitator equipped with a silo, a compounder, a pump, a supply line, or a storage, a hopper, a compounder, a pump, and a supply line sequentially; etc. are applicable.

The injection or grouting is a) injection, injection, injection, mix (mix), mixing (mixing), infiltration, pouring, stirring (攪拌, agitation), compaction (compaction), injection) injection), grouting (grouting); b) said injection or grouting into the ground, said injection or grouting of a binder; c) injecting or grouting the binder into the ground; d) said injection-grouting for one of said injection-grouting; e) said injection or grouting for a composition such as a solidified body or a grouting body; f) said implantation or grouting for the composition of said foundation; g) injection stirring, injection stirring, spray stirring, permeation stirring, compaction stirring, pouring stirring, injection stirring, grouting stirring; h) injection input, penetration input, stirring input, compaction input, pouring input, injection input, grouting input; i) dosing by one of said injection or grouting; j) said injection-grouting of one of said injection-grouting; k) said implanting or grouting while doing one of said implanting or grouting; l) said injection-grouting after one of said injection-grouting; m) grouting by one of said injection to grouting; etc. are applicable. The mixing, mixing, and stirring have the same meaning as each other, but have different meanings such as mix (mix, verb), mixing (mix, noun), and agitation (agitation, noun). Accordingly, it is possible to describe mixing, mixing, and agitation together in the same claim.

The injection site, injection site, injection site, penetration site, pouring site, stirring site, compaction site, injection site, grouting site, etc. are a) injection site, injection site, spraying site, penetration site, pouring site, stirring site, compaction site, injection site, grouting site; b) one of said injection or grouting; c) the injection or grouting site; d) a site where the solidifying material, binder, functional agent, etc. are injected or grouted; e) a region where the reinforcing material is inserted and the solidified body and the reinforcing material are combined; f) a portion of a solidified body reinforced with a reinforcing material into which the reinforcing material is inserted; etc. are applicable.

The vibrator, the magnetizer, the vibrator, the magnetized vibrator, the excitation magnetizer, the magnetized vibrator, the vibrating magnetizer; Vibration by one of them (70, 80, 81, 82), magnetization, excitation, excitation, excitation magnetization, magnetization vibration, vibrating magnetization, etc. (85, 86, 87), a) the vibrator a device, appliance, apparatus, device, vibrator that produces or generates; b) a magnetizer generates a magnetic field, a device, apparatus, apparatus, device, magnet that magnetizes a substance; c) Magnetizing vibrator, vibrating vibrator, etc. is a vibrator or a combination of two types of vibrator, apparatus, apparatus, apparatus; d) vibration is vibration, excitation; e) magnetization is magnetizing, magnetizing, magnetizing a material, magnetizing a material; f) magnetization vibration, vibratory magnetization, etc. include magnetization vibration, vibrating magnetization, vibration and magnetization, magnetization and vibration, magnetization after vibration, vibration after magnetization; etc. are applicable.

The soil, soil, residual soil, ground, etc. 31 is soil, soil, silt, soil, loam, loess, clay, ground, bedrock, underground, underground, remaining soil, selected soil, cohesive soil, sandy soil, granite, masato, loamy soil This includes soil, poor soil, and remaining construction soil.

The slime 32 is a slime, sludge, slurry, by-product, vibration treatment slime, magnetization treatment slime, vibration magnetization treatment slime, magnetization vibration treatment slime discharged from one or more of the injection, grouting, composition, and stirring or discharged to the ground. , the slime discharged from the stirring process, and the slime discharged from the grouting process. And the slime is a) slime, slurry, residue, slime, b) the binder, water, resin, ocher, ionized water, carbonated water, carbon sand, fiber, graphene, reinforcing material, admixture, by-product, microorganism, functional agent, etc. are the ground , underground, underground, boring, etc. b1) remaining material and surplus material after the injection or grouting has been performed and stirred with the ground, underground, underground, etc.; b2) residual material and surplus material remaining in the boring hole after the injection or grouting; b3) discharge, residual material, and surplus material discharged to the ground or the ground after the injection or grouting; b4) Emissions, slime, slurry, residue, residual material, surplus material, surplus solidified material remaining after being injected or sprayed into the ground, ground boring hole, etc. discharged to the ground or the ground after the above-mentioned injection or grouting boring hole, etc. a mixture of soil, such as surplus solidification material injected or sprayed into, and the binder or functional agent; etc. are also applicable.

The slime discharged from the stirring process, the slime discharged from the grouting process, etc. are a) injection, input, spraying, mixing, mixing, penetration, pouring, stirring, compaction, injection, grouting; b) said injection or grouting of binders, solidifying materials, functional agents, etc.; c) said injection or grouting of the ground or of or into the ground; d) said injection or grouting of binders, solidifying materials, functional agents, etc. to the ground; e) said injection or grouting by said equipment, apparatus, rod, instrument, blade, etc.; f) during the process, process, step, execution of the injection or grouting, etc.; Discharge from the back, ground discharge, discharge through the boring hole, discharge through the outer circumference of the rod, discharge through the outer circumference of the shaft, discharge through the space between the outer circumference of the rod and the inner wall of the bore, discharge through the space between the outer circumference of the shaft and the inner wall of the bore, etc. This includes slime, slurry, by-products, slime, and surplus solidified material remaining after being injected or sprayed into the ground.

The material of the present invention, the binder 30, the solidifying material 30, the soil 31, the remaining soil 31, the ground 31, the slime 32, the reinforcing material 33, etc. , 4, 5), composite foundation (5), reinforced foundation (5), side foundation (2, 3, 4, 5), surface layer foundation (1), solidified body or grouting body (1, 2, 3, 4, 5), use, use, application of equipment, means, facilities, etc.; to compose, form, construct, manufacture, manufacture, etc.; including, containing, mixing, incorporation, incorporation, etc.; It has characteristics such as And the foundation, composite foundation, reinforcing foundation, side-section foundation, surface layer foundation, solidified body or grouting body of the present invention includes, contains, contains, mixes, mixes with materials, binders, solidification materials, soil, residual soil, ground, slime, reinforcing materials, etc. , input; It has characteristics such as

In the present invention, the material, binder, solidifying material, etc. 30 has the form of powder, powder, liquid, solid, liquid, chemical, suspension, slurry, sludge, liquid containing water, and the like. An example of this application is a) the liquid binder 30 is injected into the ground through a nozzle or bit of the rod provided in the backhoe 10, and the liquid binder and the ground are injected by the wings 21 mounted on the rod. After this stirring, curing, etc., the composition of the underground foundation 5, b) using the bucket 16 mounted on the backhoe 12, the powder binder 30 and soil, soil, residual soil, sand, slime, reinforcing material, etc. The composition of the surface layer foundation (1) by stirring, laying, compacting, etc. corresponds. The binder 30 contains a bond, a binder, a binder solution, a binder powder, an oil-based binder, an aqueous binder, a binder drug, a powder binder, a liquid binder, a solidifying material, a binder, a binder, a solidifying material, a bond, a binder, and water. used binder; the binder; one material of said injection or grouting; injection material, input material, abrasive material, penetrating material, pouring material, stirring material, compaction material, injection material, grouting material, which are one of the materials thereof; etc. are applicable.

The pile corresponds to a pile, a beam pile, an H pile, a steel pipe pile, the pile, a pile described in the reinforcing material, and one of the beam or micro pile. And the spiral, screw, helical, spiral, etc. are a) spiral, screw, helical, spiral; b) Spiral rod, screw rod, helical rod, spiral rod, rod spiral, rod screw, rod helical, rod spiral, spiral steel pipe, screw steel pipe, helical steel pipe, spiral steel pipe, steel pipe spiral, steel pipe screw, steel pipe helical, steel pipe spiral; c) or the above rods or steel pipe screws having spirals, screws, helicals, spirals, etc. formed on the outer periphery, outer surface, or outside thereof.

The bar, protrusion, etc. 23 is a bar, rod, beam, mesh, ring, pin, plate, piece, membrane, stand, tube, rod, fiber, protrusion, bolt, band, screw, blade, reinforcing bar, wire mesh, wire , steel pipe, iron pipe, grid, sheet, mat, spiral, rope, wire, screw, helical, spiral, protrusion, protruding bar, protruding rod, bar, rod, stick, beam, bump, swelling, etc. And the bar, plate, protrusion, expansion plate, protrusion, ring or wire, such as the shaft, rod, wing, reinforcement; one of the upper, middle, lower, left, right, side, middle, tip, one end, both ends, surface, outer surface, outer surface, outer surface; Mounting, providing, installing, positioning, maintaining, combining, connecting, connecting, joining, welding, bolting, screwing, etc. are possible.

The above facility is a facility, 施設, facility, dam, road, house, building, tunnel, bridge, structure, housing facility, building facility, factory facility, industrial facility, the above facility-seismic reinforcement construction facility, the above-mentioned building-earthquake reinforcement construction facility etc. are applicable. The earthquake-resistant facilities, earthquake-resistant houses, earthquake-resistant buildings, and earthquake-resistant structures include a) earthquake-resistant facilities, earthquake-resistant houses, earthquake-resistant buildings, and earthquake-resistant structures; b) or seismic, seismic design, seismic construction, seismic reinforcement, seismic reinforcement construction, seismic reinforcement, seismic reinforcement design, seismic reinforcement construction, etc. facilities, houses, buildings, structures; etc. are applicable.

In the present invention, N value, specific gravity, weight, density, strength, stiffness, water content, bearing capacity, adhesive force, friction angle, modulus of elasticity, Poisson's ratio, internal friction angle, etc. are used to calculate the basic bearing capacity, settlement amount, etc. The bearing capacity, the supporting capacity to support, the bearing capacity of the foundation, etc. can be calculated using the bearing capacity formula of Terzaghi, Meyerhof, Hansen, etc. The bearing capacity formula is in the above enumerated order, respectively: q _u = αcN _c + βBr ₁ N _r + r ₂ D _f N _q , q _u = αcN _c F _cs F _cd F _ci + βr ₁ BN _r F _rs F _rd F _ri + r ₂ D _f N _q F _qs F _qd F _qi, q _u = αcN _c s _c d _c i _c g _c b _c + βr ₁ BN _r s _r d _r i _r g _c b _r + r ₂ D _f N _q s _q d _q i _q g _c b _q and so on. where α = basic shape coefficient; β = basic shape factor; B = base width; c = adhesion; Df = depth of root penetration; Nc, Nr, Nq = bearing capacity coefficient; Fcs, Frs, Fqs = shape factor; Fcd, Frd, Fqd = depth factor; Fci, Fri, Fqi = slope coefficient; sc, sr, sq = shape factor; dc, dr, dq = depth factor; ic, ir, iq = slope coefficient; gc, gr, gq = ground coefficient; bc, br, bq = base slope coefficient; etc. The ultimate bearing capacity of the foundation shall be 1 bearing capacity, 2 average bearing capacity, and 3 average bearing capacity calculated above. And the allowable bearing capacity is obtained by dividing the ultimate bearing capacity calculated above by the safety factor (F _s , usually 3), q _ㅁ = q _u / F _s or = q _u / 3 It is calculated as The calculated allowable bearing capacity should be greater than the load strength of the facility or the load ÷ area = load strength of the facility.

The amount of settlement of the above facilities, buildings, structures, etc. (40) is calculated by the formula S = q·B·(1-μ ² )/E·I _w , the formula S = S ₃₀ ㆍ(2B/( B+0.3)) ² , the formula S = 0.4·(P _o /N)·H·log(P _o +ΔP)/P _o by N value of an individual settlement or two or more average settlements, etc. . Where q = load strength acting on the foundation or load strength of the facility, B = width of the foundation, μ = Poisson's ratio of the ground, E = modulus of elasticity of the ground, I _w = effect of settlement, S ₃₀ = settlement amount of the loaded plate , H = soil layer thickness, P _o = effective payload, and ΔP = vertical stress increase due to load. The allowable settlement amount of the foundation varies depending on the type, nature, use, and importance of the facility, and if necessary, apply about 10-300mm, and ensure that the settlement amount calculated in the above formula is within the allowable settlement amount. α, β, Nc, Nr, Nq, Fcs, Frs, Fqs, Fcd, Frd, Fqd, Fci, Fri, Fqi, sc, sr, sq, dc, dr, dq, ic, ir, iq included in the above formula For numerical values of symbols such as , gc, gr, gq, bc, br, bq, I _w , refer to books on soil mechanics, basic engineering, and civil engineering.

If you look at examples related to the construction process, procedure, etc. of the foundation and facilities of the present invention, refer to the description of Example 13, 1) backhoe, auger, excavator, fork crane, etc. (10) to arrange the ground, ground, etc., excavation, excavation 1m underground; 2) generation of residual soil by the excavation; 3) schedule or preparation of the wing 21; 4) mounting the wing to the rod 20; 5) mounting the rod on a backhoe, auger, excavator, fork crane 10, one of the booms 13, the arm 14 mounted on its boom, the rotating means 16 mounted on its arm, etc.; 6) moving the backhoe to the foundation installation site; 7) putting the binder 30 into the silo or storage 60; 8) the binder is introduced into the compounder 62 through a silo, a storage, a hopper, etc.; 9) blending binder and water in the blender; 10) preparation of the binder slurry 30 by the above formulation; 11) pressurizing the slurry with a pump (63); 12) the pressurized slurry enters the rod (20) through a hose (64); 13) the rod 20 is rotated (27) by the rotation means (16) and inserted into the ground (110) and pulled out (111); 14) injecting, spraying, or grouting the slurry (30) into the ground through one of the rod, its nozzle, or bit in one of the rotation (27), insertion (110) and drawing (111); 15) The binder-containing slime 32 injected underground is discharged to the ground through a boring hole formed underground by the insertion of the rod; 16) agitation of the binder and the ground by rotation of one of the rods and blades; 17) After the stirring, the binder and the ground are cured, solidified, and set; 18) formation of one (5) of a solidified body, an improved body, a reinforcing body, and a column body in the ground by the solidification; 19) forming a solidified body 5 consisting of a cylindrical part (2), a cone part (3), and a tail part (4) as one of the solidified bodies; 20) the composition of the underground foundation (5) of the solidified body; 21) inserting, driving, embedding, penetrating the reinforcing material 33 using a device, an excavator, a crane, etc. 11 in one of the injection site and the solidified body; 22) In the ground above the solidified body, using one of the backhoe 12 and its bucket 16, a powder or liquid binder 30 and soil, soil, residual soil 31, sand soil, slime 32, reinforcing material ( 33) stirring, laying, and compacting one or more of; 23) composition of the surface layer part or the surface layer foundation (1) by curing after the above compaction; 24) Construction of facilities, houses, buildings, structures, factories, culverts, parking lots, underground facilities, underground parking lots, etc. (40) on top of the foundation (1, 5); 25) One or more repetitions of 1) to 24) above, several repetitions, n repetitions, etc. apply.

The basis of the present invention includes the surface layer portion, the cylindrical portion, the cone portion, the tail portion; Or a compacted surface layer part, a cylindrical part using two or more identical blades, a cone part using two or more variable blades that are shorter and dotted than the blades, two or more identical blades shorter in length and the same length than the blades tail of use; Also includes a foundation composed of two or more of the following, examples of which include a surface layer and a cylindrical section, a surface layer and a cone section, a surface layer and a tail section, a cylindrical section and a cone section, a cylindrical section and a tail section, a cone section and a tail section, a surface layer section and a cylindrical section and a cone section, These include the surface layer, cylinder and tail, cylinder, cone and tail, surface layer, cylinder, cone and tail, composite foundation, and reinforced foundation.

The present invention is a) foundation (foundation) construction, construction, installation, driving, purchase, penetration, key-in (key-in); b) load on foundation, upper construction, building construction, load action, building load action; c) before, during, and after one of the construction or building load action; d) side of the foundation, tip, bottom, inside, outside, part, inside/outside, multi-point, single point, whole tip, part of tip, boring part, excavation part, grouting part; Area, volume by bending, bending, bending, expanding, cutting, splaying, bending, lateral expansion, bending expansion, bending expansion, wedge expansion, inclined expansion, tip expansion, cross-section expansion, volume expansion, horizontal expansion, etc. in one or more of , cross-sectional area, tip area, etc. are increased to improve the bearing capacity of the foundation, extend the tip, improve the tip bearing capacity, improve the surface friction, earthquake resistance, vibration resistance, seismic performance improvement, movement prevention, flow prevention, deformation prevention, settlement prevention, sliding prevention, Contributing to resistance increase, load resistance increase, foundation friction increase, tip resistance increase, etc.

a) Single pipe, cone pipe, cone plate, single plate, ring pipe, ring plate, double pipe, triple pipe, multi pipe, bundle pipe, multi plate pipe, key-in pipe, cut pipe, pick pipe, dotted pipe, section pipe, Increasing tube, expanding tube, incremental tube, incremental tube, inclined tube, tube tube, hollow plate, cut plate, pick plate, dotted plate, cut plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, incremental plate, Thickening shaft plate, inclined plate, tapered tube, tapered plate, discontinuous tube, discontinuous plate, spiked tube, spiked plate, bundled tube (multiple footed tube), protruding tube, nailed tube, anchored tube, tapered plate Pipe, tapered pipe with plate, plate with tapered pipe, tapered pipe with tapered plate, tapered pipe with taper pipe, pipe or tapered pipe with connecting jack, tapered pipe with connecting plate, tapered plate with bolt hole, pipe with taper plate with bolt hole or tapered tube; b) or a line, dotted line, dashed line, slotted line, broken line, cut line, broken line, broken line; Piece, foot, cone, piece, side piece, wall piece, piece, inner tube, middle tube, exterior, line cut piece, slot cut piece; oblique or n lines or intercepts; inclined or n-1 pieces or slotted pieces; One of the formation of the end and the tapered tube; A foundation equipped with a back, one of them, a foundation, a pile, a pile, a pier, a footing, a caisson, a pin foundation, a beam foundation, a stem foundation, a wall foundation, a stand foundation , shallow foundation, deep foundation, direct foundation, hooting foundation, frontal foundation, static foundation, dynamic foundation, vibration foundation, seismic foundation, independent foundation, single foundation, continuous foundation, group foundation, ground foundation, underground foundation, underground foundation, bedrock Foundation, machine foundation, building foundation, house foundation, bridge foundation, pier foundation, retaining wall foundation, facility foundation, suction foundation, protrusion foundation, bolt foundation, anchor foundation, nail foundation, block foundation, well vent foundation, structure foundation, deck rod Foundation, Strand Foundation, Pin Pile, Bar Pile, Protrusion Pile, Bolt Pile, Anchor Pile, Nail Pile, Buried Pile, Driving Pile, Suspended Pile, Steel Pipe Pile, PC Foundation, PC Pile, PHC Pile, Geothermal Pile, Energy Pile, Strand pile, geothermal foundation, energy foundation, steel pipe foundation, steel foundation, metal foundation, non-metal foundation, screw foundation, injection foundation, rebar injection foundation, factory manufacturing foundation, cast-in-place foundation, underground injection foundation, underground spray foundation, underground mixing foundation , underground compacted foundation, underground buried foundation, pin-formed pile, pin-formed foundation, rod-through foundation, rod-through concrete foundation, pile or reinforcement embedded foundation, underground penetration foundation, underground driven foundation, micropile, grouting pile, grouting foundation, sidewall Sectional foundation, tapered foundation, punctuated foundation, incremental foundation, upper expanded lower reduced foundation, screw mounted foundation on the outer periphery, reinforcing material embedded grouting foundation, pin-formed reinforcement material embedded grouting foundation, grouting hole embedded foundation, grouting embedded foundation, underground injection part embedded Foundation, driving foundation after embedding, embedded foundation after excavation or grouting, energy foundation with circulation pipe insertion, insertion of reinforcing bars into the formwork or excavation part and concrete or vibration treatment concrete pouring foundation, earth drill foundation, all casing foundation, JSP, SGR, LW, SCW, DCM, CCP, CDM, CGS, DJM, JGM, TJG, SIG, RJP, CJG, CIP (cast in place) basic, PRD (percussion rotary drill) basic, RCD (reverse circ) ulation drill) basics, etc.

For the above examples, a) foundation construction, hooting foundation construction, pile installation, pile driving, foundation purchase, pier penetration, key-in of the foundation to the bedrock; b) Loading on the foundation, construction on top of piles, construction of buildings on top of hooting foundation, loading on caisson, and building load on pier foundation; c) before pile construction, during pier foundation installation, after caisson construction, before loading, during upper construction, and after loading; d) the side of the foundation, the tip of the pile, the lower part of the pier, the inside of the shallow foundation, the outside of the caisson, the inside and the outside of the hooting foundation; It relates to the foundation or the RCD foundation provided with the tip or the tapered pipe, etc., which contributes to the tip expansion and resistance increase of the foundation by increasing the area or the tip area by performing the bending or horizontal expansion, etc. on the back. In the present invention, the end and the tapered pipe are mounted on the tip of the foundation or the RCD foundation, etc. to be bent, bent, expanded, etc. have a characteristic An example of this is that the incision tube mounted on the tip of the foundation is refracted, bent, expanded, etc., so that the tip of the foundation is expanded, thereby improving the bearing capacity of the foundation, and the like.

In the present invention, foundation, pile, pile, pier, hooting, caisson, etc. have the same or different meanings. a) The same is a1) that the foundation, pile, pile, pier, hooting, caisson, etc. are the same as one foundation, a2) that all of the foundation or caisson correspond to the foundation, a3) one of the foundation or caisson is one of the foundations or caissons, a4) those replaced with piles, piers, hootings, caissons, or the like instead of the foundation in the foundation or RCD foundation, or the like, or used, examples of which include building foundations is a building pile, a building pier, a building hooting, a building caisson, or the like; A bridge foundation is a bridge pile, a bridge pier, a bridge hooting, a bridge caisson, etc., b) the other is b1) The foundation or the caisson has different terms, b2) The foundation or the caisson, etc. Those of different uses, sizes, specifications, constructions, processes, etc., etc., b3) Foundation refers to the whole of piles, piles, piers, hootings, caisson, etc., piles are the smallest foundations among deep foundations, piles are piles is one of, peer is a foundation larger than a file, hooting is a hooting foundation or shallow foundation, a caisson is a foundation larger than a peer, and so on. and the terms foundation, pile, pile, pier, hooting, caisson, etc. are used independently of each other, or are either foundation, pile, pile, pier, hooting, caisson, or are interchangeable, or have no interchangeable application. There are possible features. Here, if the foundation or the caisson is one of the foundation or the caisson, or if they are interchangeable, a) a shallow foundation is a shallow pile, a shallow pier, etc., b) a deep foundation is a deep pile, a deep pier, a deep caisson, etc., c) The chord pile is applied as a chord foundation, a stanchion pier, etc., d) The steel pipe pile becomes a steel pipe pile, a steel pipe pier, a steel pipe caisson, etc.

In the present invention, foundation, pile, pier, hooting, caisson, embedded pile, driving pile, suspending pile, geothermal pile, geothermal foundation, shallow foundation, deep foundation, block foundation, steel foundation, screw foundation, well vent foundation, concrete foundation, Grouting foundation, micropile; improved type of the foundation or micropile; The representative composition, formation, manufacture, manufacture, construction, construction, installation, etc. of the light 100 ′ includes the following 36 steps, processes, processes, and the like. The following 36 steps, processes, procedures, etc. will be one example of the composition or installation of the foundation, the foundation to the micropile, the foundation to the RCD foundation, etc. of the present invention.

' to the right of the following symbols indicates the symbols shown in the drawings below in FIG. 22 . 22, ' should be displayed on the right side of the symbols shown in the figure below, but this has been omitted. 22, it can be recognized that the symbols shown in the figure below are marked with ' on the right side.

1) having one (2') of a plate, a disc, a hollow plate, a connecting plate, an incision plate, a cut plate, a tapered plate, or a fixed plate, a circular plate, a hollow plate, a connecting plate, a cut plate, a cut plate by cutting a steel plate; manufacturing one of the tapered plates (2');

2) forming a bolt hole (4') in the plate (2');

3) a) a1) single tube (3'), cone tube, double tube, triple tube, multi tube, bundle tube, multi-plate tube, key-in pipe, cut tube, open tube, dotted tube, section tube, Increasing tube, expanding tube, incremental tube, incremental tube, inclined tube, tube tube, hollow plate, cut plate, pick plate, dotted plate, cut plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, incremental plate, Thickening shaft plate, swash plate, tapered tube (3'), tapered plate (2'), bundled tube (multiple footed tube), protruding tube, nailed tube, anchored tube, tapered tube equipped tube (1') ), a tapered pipe with a plate (1'), a plate with a tapered pipe, a tapered pipe with a tapered plate, a tapered plate with a tapered pipe (1'), a pipe or a tapered pipe with a connecting jack (5') (3'), a connecting plate ( 2') with tapered pipe (3'), bolt hole forming tapered plate, bolt hole forming tapered plate having pipe (3') or tapered pipe, wall (7') or foot (9') or exterior (3-3) or a single tube 3' from which the section 9' is extended 30', a multi-pipe, foot or The bundle tube in which the wall foot (9') is expanded, the key-in tube (3') that is keyed or keyed in the ground 110', the key-in is keyed in the ground 110', and the expansion (30') or the section (9') expansion ( 30 ') is an extension pipe, the exterior (3-2, 3-3) is expanded (30') while being keyed in or inserted into the ground 110', and the foot 9 is keyed in or inserted into the ground 110'. ') is expanded (30') or section-extended bundle tube, section tube (3') with section (9') or section wall (7') expanded while being keyed in the ground, section tube with expanded grid (10') inserted section (3'), a pipe or section pipe (3') in which the grid (10') is expanded (31') in addition to the section (9') expansion 30' while being keyed or inserted into the ground 110', the A section tube in which the grating 10' extends to the bent portion of the segment 9' or the flank of the segment line 8', and a pull line 11' between the segment 9' and the grating 10' are provided. tube or section tube, expansion of the section (9') At (30'), one side of the grid 10' is pulled by the pulling line 11' and the other side is extended, the pipe or the section pipe 3', the pipe 1 provided with the connecting plate 2' '), a2) or round, cylindrical, cone, pin, foot, flat, plate, sawtooth, cylindrical, disk, hollow, filled, encapsulated, wall, triangular, rectangular, polygonal, straight, vertical , inclined, curved, curved, concave, convex, protruding, intercepted, incremental, point-axis, incrementally axial, tapered, discontinuous, spiked, rhombus, ladder, line pick-up, One or more of the above pipe (3'), plate ( 2'), plate and tube, tube with plate (1'), plate with tube; a3) a composite of a combination of two or more of the above single-pipe to (-) tube-equipped plates;

b) Double tube (3') composed of outer tube (3-3) and inner tube (3-1), triple tube (3) consisting of outer tube (3-3), middle tube (3-2) and inner tube (3-1) '); c) Two tubes (inner tube, outer tube) of different lengths (3'), three tubes (inner tube, middle tube, outer tube) of different lengths (3'), exterior (3-3) and a long double tube or triple tube (3') in the order or reverse order of the middle tube (3-2) and the inner tube (3-1); d) its length or height (13') d1) 5-50 cm; d2) 0.1 to 10% of the length of the foundation 100'; d3) 0.5 to 5 times the diameter of the foundation 100'; One of the single pipe to the complex, the tapered pipe to the complex, the single pipe to the tapered pipe, the pipe to the tapered pipe; e) the single pipe or composite whose thickness or wall thickness 14' is 0.1-50% of the thickness or diameter of the foundation 100'; f) constant cone, incision, cut, pluck, bevel, dot, increment, dotted, dashed, dilated, blunted, broken, tapered, coneed, curved, dotted, tip extended, tip blunted; these complexes; One of, or one is implemented, the monotubule or complex; g) g1) piece, foot, cone, piece, lateral piece, wall piece, cut piece, cut piece, pick piece, line cut piece, slot pick by one of the above incision, cut, pick, dotted line, dashed line, broken line, dotted line piece (9'); g2) The above piece or slotted piece on one (7') of one's own wall, outer wall, sheath, sheath, wall, perimeter, edge, circumferential wall, vertical wall, inclined wall, cut wall, cut wall, tapered wall, or edge (9'); One of the single tube to the complex is formed; h) any one of a point, line, plane, dotted line, dashed line, vertical, curved line, length, triangle, wedge, slot; or in one form; or of one formation; the single tube or the complex in which one or one of the cones or the complex is implemented; i) or i1) pins 17', rods, protrusions, bolts, nails 17'; i2) a composite (17', 18') of two or more of the pin or strand body (16'); One or more of said piece to slot picking piece (9') is formed; monotubular to complex (3'); j) or j-1) 1) one point in the direction from one end 20', one side 20', one end 20' to one point 21', and one end 20' to the other end 22' up to (21'); 2) or from one end to one point of the wall 7'; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; j-2) j-2-1) j-2-1-1) own (1', 2', 3') or the front end, one end, bottom, end, inner, outer, outer periphery of the own wall (7') , perimeter, side, inner and outer, head 20'; j-2-1-2) or insertion, embedding, construction, installation, penetration, and driving in the underground 110', the tip, one end, the lower end, the end, the head 20'; j-2-2) the tip to the head; from one of the sites to the head (20') to a point (21'); one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces (8') discontinuous; One of the single tube to complex (1', 2', 3'); k) The single pipe or complex (1', 2', 3) having an upper area of either 10 to 150% of the bottom area of the shallow foundation 100', or 80 to 200% of the bottom area of the deep foundation 100'. '); providing one of;

4) one (3') of the above single tube to complex; or on one; or from one end 20' to a certain point 21' in the direction of the other end 22'; a) the cone or complex of 3) f) or h); b) Picking or Picking Points or Picking Points along a Line, Picking Picking Points or Picking Points along a line, Picking or Picking Picks along a slot or more than one slot along a line; c) performing and forming one of a) cone to b) slot picking; d) formation of a) cones to c) in one or two or more places; e) in the above direction, that is, from one end 20' to the other end 22', 1/2, 1/3, 2/3, 1/4, 3/4 of the length or height of one of the short pipe or the composite. , to one of 1/5, 2/5, 3/5, 4/5 point 21'; or 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5, 4/5 of the length or height from one end (20') ( up to 21'); a) cone to d) formation; f) forming said a) cone to e) in a direction opposite to said direction or from said predetermined point 21' to one end 20'; doing one or more of;

In the embodiment of 4), a) one (3') of the single tube or the complex is cut in 3) f) or h) taper, cone formation, dotted line formation, tip expansion, tip widening; b) picking a point or two or more points along a certain line on one (3') of the single pipe or the complex, or point picking or dot line picking; c) forming a break line from one end 20' of one of the single pipe or the composite to a predetermined point 21' in the direction of the other end 22'; d) forming the cone-shaped taper at one or two or more locations in one (3') of the single pipe or the composite; e) forming a dotted line from one end (20') of one of the single pipe or the composite to a predetermined point (21') in the direction of the other end (22') to a point (21') 1/2 the length of one of the single pipe or the composite; f) one (3') of the single tube or the complex is incised, cut, picked, oblique, dotted, incremented, dotted, dashed, expanded in the reverse direction of the above direction or from the predetermined point 21' to one end 20' , open; etc. are applicable.

One end (21') of 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5, 4/5 of the length or height 20') from 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5, 4/5 of the length or height (21') Until, up to a point, up to a certain point, etc. The direction corresponds to the direction from one end 20' to the other end 22', and the reverse direction is the reverse direction from the one end 20' to the other end 22'; The other end 22' or from the predetermined point 21' to the one end 20' corresponds.

Formation, composition, bending, bending, expansion, lateral expansion, inclined expansion, tip expansion, cross-section expansion, volume expansion, horizontal expansion, etc. of the plate or slotted plate in the present invention, length, part, part, etc. are a ) a1) the above picking, point picking, dotted line picking, slot picking; a2) one of these lines, parts, parts, dotted lines, broken lines, and broken lines; by, length, point, etc.; b) 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/ of the length or height at or from the end 20' up to point 21' of either 5 or 4/5; c) From the predetermined point 21' to the one end 20', and the like.

Accordingly, a) a1) the above picking, point picking, dotted line picking, slot picking; a2) one of these lines, parts, parts, dotted lines, broken lines, and broken lines; by, length, point, etc.; b) 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/ of the length or height at or from the end 20' up to point 21' of either 5 or 4/5; c) From the predetermined point 21' to the one end 20' 1) the plate or the slotted plate is formed, and 2) the back is bent, bent, expanded, transversely expanded, inclinedly expanded, the tip expanded, sectional expansion, volume expansion, horizontal expansion; 3) Bending, bending, expanding, lateral expansion, inclined expansion, tip expansion, cross-sectional expansion, volume expansion, horizontal expansion of the plate or slotted plate, etc.; etc. will be

1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5 of the length or height at or from the one end 20'; Up to one point 21' out of 4/5, the incision or tip spread, etc., so that the plate or slotted plate, etc. are formed, formed, bent, bent, expanded, transversely expanded, obliquely expanded, tip expanded, cross-section expanded, Volumetric expansion, horizontal expansion, etc. Conversely, 1/2, 2/3, 1/3, 3/4, 1/4, 4/5, 3/5, 2/ of the length or height at or from the other end 22' Up to one point 21' among 5 and 1/5, the non-incision or tip spread, etc., so that the plate or the slotted plate are not formed, and the plate or the slotted plate, etc. are bent, bent, Expansion, lateral expansion, inclined expansion, tip expansion, cross-section expansion, volume expansion, horizontal expansion, etc. do not occur. and 1/2, 2/3, 1/3, 3/4, 1/4, 4/5, 3/5, 2/5 of the length or height at or from the other end 22' , at the one end 20' or at the end 20' up to one point 21' among 1/5 is bending, bending, expanding, lateral expansion, inclined expansion, tip expansion, cross-section expansion, volume expansion, horizontal expansion, etc. ') to one of 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5, 4/5 of the length or height (21') to support, support, support, brace, etc.

1/2, 2/3, 1/3, 3/4, 1/4, 4/5, 3/5, 2/5 of the length or height at or from the other end 22'; 1/2, 1/3, 2/3, 1/4, 3/4, 1 of the length or height at or from one end 20' to one point 21' out of 1/5 /5, 2/5, 3/5, and 4/5 indicate a part, a part, a part, a section, and a section that is not subjected to non-incision or tip opening to the opposite side up to the point 21' of one of /5, 2/5, 3/5, and 4/5.

5) 5-1) the single tube to the complex (3'); 5-2) one of the tips 22'; 5-3) the other end 22' described in 4) above; 5-4) a non-incision or a distal divergence that does not become one of the incisions or distal divergence; bonding, welding, molding, sheet metal, milling, casting, machining, etc., the plate 2' to one of the 22';

The incision or distal opening is the incision, cutting, picking, beveling, dot axis, increment, dotted line, broken line, expansion, divergence, break line, taper, cone formation, bending, dotted line formation, tip expansion, tip divergence, as in 3 f) above. etc. are applicable. and a non-incision or one part, a part, a part, a section, and a tip of one of the incisions or a distal spread is a) a part, a part, a part, a section, and a tip of one of the non-said incisions and the tip spread ; b) a part, a part, a part, a section, a tip where the incision or tip widening is not done; c) Non-incision, non-cut, non-chamfered, non-sloping, non-sloping, non-graded, non-dotted, non-broken, non-expanded, non-opening, non-broken, non-tapered, non-dotted, linear tip extension part, non-tip divergence part; d) the other end, which is one of the non-incision part to the non-tip open part; etc. (22').

The other end is one of the above '4) the single pipe to the complex; or on one; Alternatively, the other end described in 'From one end to a certain point in the direction of the other end' applies. Here, one end of the single pipe or the composite is the cut-out or the tip spread, and the other end of the single pipe or the composite is not the cut-off or the tip spread, so that the plates are joined, welded, molded, sheet metal, milled, cast. , integration and the like are possible.

6) Substances in an unbarred frame or in a frame in which one or more of a beam, bar, H-beam, I-beam, reinforcing bar, steel bar, wire mesh, steel frame, steel pipe, steel bar, reinforcing bar, reinforcing material, and reinforcing bar cage is inserted; one of these materials, base material, ready-mixed concrete, concrete, vibration-treated concrete; Manufacturing the foundation by pouring or casting curing, etc.;

This is to manufacture, produce, and manufacture the foundation (110') in factories, indoors, product factories, ready-mixed concrete factories, concrete factories, concrete secondary product factories, etc. (80'). In the frame, mold, formwork, etc. (89') of the The concrete 86' is poured, put, injected, etc., into the inner 89' of the form, mold, formwork, etc. in which the back 91' has been inserted, input, embedded, reinforcement, installation, etc., and the poured concrete It is a step to manufacture, manufacture, and produce the base (100') by performing curing, steam curing, watering curing, air curing, underwater curing, autoclave curing, curing, and autoclave curing.

wherein a) the foundation 100' is manufactured above; or an off-the-shelf product; b) under the conditions that the manufacture of the foundation is not a factory or above ground, or is built on site or underground 110', a) in which concrete 86' replaces the formwork 89'. underground boring part, perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole 96'; b) one of the beam to the reinforcing bar cage (91') input the boring part to the excavation hole (96'); By pouring, inputting, injecting, etc., the underground foundation 100 ′ becomes a composition, formation, manufacture, and the like.

When the formwork 89' is used, the form, shape, and appearance of the formwork constitute the form, shape, and appearance of the foundation, but when the boring part or the excavation hole 96' is used, the boring The shape, shape, appearance, etc. of the part or the excavation hole constitute the form, shape, appearance, etc. of the foundation. In the case of the formwork 89', disassembly, removal, detachment, etc. are accompanied after curing of the concrete 86', but when the boring part or excavation hole 96' is used, the formwork dismantling, removal, detachment, etc. no need for this

Here, the concrete 86' includes a storage 82' for storing raw materials, a hopper 83' for putting raw materials into a blender, etc., a blender 84' for blending raw materials, and a pump 87' for pressurizing the blended concrete. , pouring, curing, etc., to the formwork 89', the boring part or the excavation hole 96', etc. through the supply line 88', such as a hose or pipe, etc. accomplish In the storage, hopper, compounder, pump, supply line, concrete 86', etc., a) vibration, vibrator 81', b) or vibration, general vibrator, etc. (81') in addition to magnetization, at least one of magnetizer This generated or provided vibration, vibrator (81'); x) irradiating, firing, radiating, applying, generating, etc.; y) mounting, mounting, attaching, installing, equipping, etc.; It has possible characteristics. Among the blenders, in the case of a blade blender, a blade, a blending blade 85', a vibrator 81', etc. are kept inside the blender.

In the present invention, vibration, vibrator, general vibrator, magnetization, magnetizer, magnetized vibrator, magnetized vibrator, vibrating magnetizer, excitation magnetizer, etc. 81' are raw materials, materials, milk, mortar, ready-mixed concrete, slurry, concrete, grouting material. By applying vibration, magnetic field, etc. to the material, such as, it serves to improve the fluidity, mixability, workability, workability, adhesion, permeability, strength, rigidity, durability, etc. of the material.

7) a plate (2') bonded or welded to the plate and the combination body (1') of one of the single pipe or the composite, or the one (3') of the single pipe or the composite, a) a foundation 100'; b) its tip, one end, one side, lower end, end, head, inside, inside, side, outside, inside and outside, multi-point, single point, hollow, beam 91', rod, H-beam, I-beam, reinforcing bar, iron bar , wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, reinforcing bar cage (91'); c) the front end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, multi-point, one-point, head of one of the beam or reinforcing bar cage (91'); performing one of connecting, attaching, mounting, contacting, retaining, mounting, inserting, joining, welding, butting to one of;

8) under the butt condition of 7), one plate (2') of the single pipe or the composite; at the base or the tip thereof; inserting, inserting, embedding, penetrating, tightening, etc., the bolt (6') into the formed hole (4');

9) In the condition that there is no bolt hole (4') in the base or its tip, the connector 105' in which the bolt hole 4' is formed is connected to the foundation, its tip, reinforcing bar 91', protector 108', Mounted, anchored, attached, welded, joined to one of the tip guards 108'. fastening, etc.;

Here, the guard 108', the tip guard 108', etc. are the base; a tip thereof, one end, one side, a lower end, an end thereof; 1-15 cm from one end to the other end or upward; Protective stand, plate, sheet, mat, rubber, iron plate, metal plate, resin plate, rubber plate, PVC, plastic, single pipe, cylinder, tube , pipes, etc. And the guards are caps, lids, containers, bowls, containers, bowls; The cap or bowl with a hollow portion formed in the center; a circular belt or a central hollow circular belt and an object having an outer wall formed around the circular belt, the cap or bowl; etc. are also applicable. The guard is mounted on the tip of the foundation by covering, welding, screwing, connecting, bonding, bolting, riveting, and the like.

10) a plate 2' of one of the single pipe or the composite under the condition that the base on which the connector 105' is mounted or welded is used; to the connector 105' mounted on the base or the tip thereof; inserting the bolt (6') into the formed hole;

11) tightening or nut tightening the insertion bolt (6') of 8) or 10) above;

In the present invention, the hole 4' of the plate 2' and the foundation 100'; its connecting plate 105'; one of the holes (4'); In addition to the method of inserting and connecting bolts 6' to the back, the base 100', the connecting plate 105' of the connecting jack 5' formed on the plate 2'; Among them, a method of inserting and connecting into one of the holes 4' is also possible.

12) the single pipe or the complex (1', 3') through one of the connection, butt, and tightening; The single pipe or the composite (1', 3') provided with the plate (2'); mounting one of the foundation 100' or the connecting plate 105' to the foundation 100';

13) Press-fitting, embedding one of a boring machine, a drilling machine, an excavator, a rod 93', a bit 94', and a casing 95' mounted on a certain equipment ((2') into the target or the ground 110' , penetrating, performing one of intrusion;

where a) equipment ((2') is equipment, construction equipment, boring equipment, drilling equipment, excavation equipment; b) rod 93' is mounted on equipment, boring machine, drilling machine, excavator, etc. (93') into a pipe, a rod, a rod, a hollow pipe, a slurry injection pipe, and a rod equipped with a bit at the tip; c) bit 94' may include equipment, boring machines, drilling machines, excavators, rods; one of the tips, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, multi-point, one point; It is mounted on the back to perform boring, drilling, excavation, etc. of the ground, bedrock, underground, etc. while press-fitting, embedding, drilling, penetrating, etc. into the ground, bits, bits, bits provided at the bottom of the rod; d) The casing 95' is a boring part, a drilling part, an excavation part, a grouting part in order to protect a boring part, a drilling part, an excavation part, a grouting part, a grouting hole, an outer wall, an inner wall, etc. a pipe, a tube, a pipe, a hollow pipe, a casing, a casing pipe which is inserted into the inside of a part, a grouting hole, a boring hole, an excavation hole, etc.; etc. are applicable.

14) One of the above boring machine, drilling machine, excavator (93'), rod (94'), bit (95'), casing (96'), press-fitting, inserting, embedding, one of the rock by one of penetration (110') boring, drilling, excavation, pre-boring, slurry boring, bentonite slurry boring, vibration treatment slurry boring, performing one of the slurry boring for maintaining the bore wall;

Here, pre-boring includes pre-boring, pre-boring, boring first before inserting a foundation or pile into the ground, and boring to insert a foundation or pile into its boring hole. In addition, slurry boring, bentonite slurry boring, vibration treatment slurry boring, and slurry boring to maintain the boring hole wall are used to maintain, protect, and prevent collapsing of the boring hole wall when the boring hole is excavated. Boring while injecting slurry, vibration treated slurry, etc.

15) injecting or not injecting one of a slurry, a bentonite slurry, and a vibration treatment slurry into one of the boring part, the drilling part, and the excavation part 96' during one of the boring, drilling, and excavation;

16) drawing at least one of a boring machine, a drilling machine, an excavator (2'), a rod (93'), a bit (94'), and a casing (95') after the boring or drilling;

17) One of a boring part, a drilling part, an excavation part, a grouting part, a grouting part, a boring hole, an excavation hole ( 96');

18) lifting one (1', 3') mounting base 100' of the single pipe or the composite with an equipment 82' such as a crane;

19) Target, ground, rock (11'), boring part, drilling part, excavation part, grouting part, grouting hole, boring part so that one of the single pipe or the complex of the single pipe or the complex is mounted on the foundation is facing downward Inserting into one of the ball, the excavation hole 96', inserting, dropping, and driving one of the steps;

The driving (97') is a) driving (97'), b) driving gear, driving equipment ((2'), hammer (98'), drop hammer, dropping hammer (98'); c) driving equipment ( (2'), a hammer, a drop hammer, a drop hammer (98'), and d) driving (97') by the above equipment, a hammer, etc. correspond to.

20) performing one of driving, press-fitting, pressing, no driving, tip driving, near-entry driving, key-in driving, and key-in driving in the ground, which is one of the insertion, input, and falling;

21) fastening or welding another foundation to the upper end of the foundation under the condition that the length of the foundation, which is one of the insertion, input, dropping, and driving, is insufficient;

22) During the fastening, the two foundations are fastened using one of a jack, a bolt, a rivet, a flange, a fastener, a bolt nut, a fastening means, or by a fastener 105' having a bolt hole 4' formed therein. fastening;

23) A plate or hollow plate with bolt holes at either end of a beam, plate, H-beam, I-beam, single pipe, disc, cylinder, tube, hollow plate, or pipe with a length of 5 to 50 cm under the conditions for manufacturing the fastener manufacturing one of the fasteners by fixing

24) inserting the fastened or welded foundation 100 ′ in the condition 21) into one of the target and excavation holes 96 ′, 110 ′, inserting, dropping, and driving;

25) inserting, inserting, dropping, driving, fastening, welding, or repeating one or more of the insertion, input, dropping, driving, fastening, and welding until the foundation reaches a desired depth;

26) said a) the manufacture of the foundation 100' is not factory or ground; b) the foundation is built on site or underground 110', is an off-the-shelf product, not the product of 6) above; Beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame in one of the boring part, perforation part, excavation part, grouting part, grouting hole, boring hole, and excavation hole under one condition , inserting one (91') of a steel pipe, a steel bar, a reinforcing bar network, a reinforcing material, and a reinforcing bar cage;

27) one of the single pipe or the composite (1', 3') before the 26) is inserted into the beam or the reinforcing bar cage (91'); one of the tips, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, multi-point, one point, head; attaching to one of, or putting or mounting on the bottom of one (96') of the boring part or the excavation hole;

28) a material inside one of the boring part or the excavation hole 96' after one of insertion, input, and mounting of 26) and 27) above; one of these materials, base material, ready-mixed concrete, concrete, vibration-treated concrete; pouring and curing one of the 86' to create a foundation 100' either in situ or in the underground 110';

26), 27), 28) and the like above represent the site 110' casting foundation, not the factory 80' manufacturing foundation.

29) a) the above boring, drilling, excavating, drawing, inserting, inputting, dropping, driving, fastening, welding, inserting, pouring, curing, composition; b) before, during or after one of them; discharging or pumping the slurry to at least one of;

The slurry used for boring, drilling, excavation, etc. must be discharged or pumped before pouring concrete. The steps are a) the boring, drilling, excavation, drawing, inserting, inputting, dropping, driving, fastening, welding, inserting, pouring, curing, composition; b) before, during or after one of them; at least one of discharging or pumping the slurry.

30) a) the boring part, the drilling part, the excavation part, the grouting part, the grouting hole, the boring hole, the excavation hole 96'; b) one of the lower, bottom, lower ground (110'), lower rock (110'); c) or the slime 99', which is a residue of the slurry that is not discharged even by the discharge or pumping; d) its slime section 99'; e) below, lower, lower, lower ground 110', lower rock 110' of one of the slimes or sections 99'; at least one of a1) the foundation 100'; monotubular to complex (1', 3'); a2) a base 100' with one of a single pipe or a composite; a3) the above-mentioned monotubular to complex (1', 3') of the foundation; one of which is embedded or key-in;

31) The object, the ground, the bedrock 110', the boring part, the perforation part, the excavation part, the grouting by one or more of the said insertion, input, dropping, driving, embedding, keying, attaching, maintaining, pouring, curing, and composition a step in which the foundation, or one (1', 3') mounting foundation 100' of the single pipe or the complex, is mounted on one of the sub, grouting hole, boring hole, and excavation hole) 96);

32) become one of the inserts or keys in one of the slime or lower bedrock, a) the foundation 100', the single pipe or the complex (1', 3'); b) the front end, one end, one side, the lower end of one of the base to the complex; one of the slimes (99'); middle, section, upper part thereof; being prevented from being mounted on one of the steps;

where slime is a) slime, slime, slurry; b) residues, residues, unpumped material, undischarged material from the slurry; As such, it has the characteristic of being a weak substance such as a liquid phase or a slurry phase. Accordingly, a) the foundation (100'), the single pipe to the complex (1', 3'); b) the front end, one end, one side, the lower end of one of the base to the complex; back slime (99'); middle, section, upper part thereof; When mounted on the back, the base to the lower end are subsidence, deformation, movement, flow, sliding, reduction in support force, reduction in tip support force, etc., so that the base to the lower end are slime (99'); middle, section, upper part thereof; It is preferable to be inserted, put, penetrated, driven, keyed, etc., in the lower ground or bedrock, etc. without being mounted on them.

33) by one of the insertion to key in of 30) or 31) above a) the foundation 100'; monotubular to complex (1', 3'); Single pipes or complexes (1', 3') provided on the foundation; b) the front end, one end, one side, the lower end of one of the base to the complex; One of x) the ground, bedrock (110'); y) slime (99') lower ground, bedrock; becoming one of rooting, fixing, or settling in one of the following;

34) a) the insertion, input, dropping, driving, mounting, pouring, embedding, keying, composition, inserting, fixing, fixing; b) or the load, weight, weight, load, action 120' of one of its own weight, building, facility, structure, upper facility, and supporting facility (120'); either at one time or by one or more;

x) the single tube to the complex (3'); One of the inner tube (3-1), middle tube (3-2), outer tube (3-3); at least one of x1) piece, foot, cone, piece, side piece, wall piece, piece, cut piece, pick piece, line piece piece, slot piece piece (9'); x2) one piece, foot, cone, piece, side piece, wall piece, piece, cut piece, pick piece, line cut piece, slot piece piece (9') of the above cone or composite piece; x3) Incision (9') between incision (9') and incision (9'), draft between line drawing and line drawing, dotted piece between point and dot, and slotted piece (9') and the slot picking piece (9') between the slot picking (9'); x4) or x41) pins, rods, protrusions, bolts, nails, anchors, strands 16'; x42) a composite (17', 18') of two or more of the pin or strand body; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod a strand body in which an anchor to which a nail is welded to which a bolt is mounted on which the protrusion is mounted; One or more of the above-mentioned piece to slot-picking piece (9') of the formation; one of

object, ground, rock, sub-ground, rock pile 110', boring part, drilling part, excavation part, grouting part, grouting hole, boring hole, excavation hole 96'; Objects under one of the boring part or excavation hole, ground, rock, ground, bedrock (110'); flexion in one of the; or outwardly flexed; extended (30', 31'), cone extension, wedge extension, oblique extension, horizontal extension, outward extension, tip extension, cross-section extension, volumetric extension, flexion extension, lateral extension, taper extension, inward extension dilatation, outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension (30', 31');

y) or the single tube to the complex by the expansion (30', 31'); One of the inner tube, middle tube and outer tube; At least one of expansion, bending, flaring, bending, bending expansion, cone expansion, wedge expansion, oblique expansion, horizontal expansion, outward expansion, tip expansion, cross-section expansion, volumetric expansion, flexural expansion, lateral expansion, taper expansion, inward expansion dilatation, outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension (30', 31'); Becoming one of;

35) by the expansion (30', 31') a) the single pipe to the complex; b) the single pipe to the complex at the base end; c) the tip of the foundation to which one of the single pipe or the complex is attached; d) the single pipe or the complex to which one of the single pipes or the complex is attached to become the tip of the foundation; Enlarging one of the cross-sectional area or support area;

36) said foundation 100' by said extension or enlargement; Or one of the single pipe to the complex (1 ', 3') having a base (100 '); improving the bearing capacity or the tip bearing capacity (121 '); etc. are applicable.

Foundation of the present invention, pile, pier, hooting, caisson, buried pile, driving pile, suspending pile, geothermal pile, geothermal foundation, shallow foundation, deep foundation, block foundation, steel foundation, screw foundation, well vent foundation, concrete foundation, Grouting foundation, micropile; improved type of the foundation or micropile; A) foundation (a) which becomes one of construction, installation, construction, construction, ordering, planning, design, supervision, supervision, implementation, use, use, application, utilization, etc. in steps 1) to 36) above or by 100'); b) one of these b1) piles, piles, piers, hootings, foundations, caisson; b2) or b21) Pin, Beam, File, Rod, Wall, H, I, Steel, Steel, Rebar, Rebar, H Beam, I Beam, Wall, Shallow, Deep, Direct, Hooting, Front, Static , dynamic, vibration, earthquake resistance, independent, single, group, cluster, group, continuity, connection, one end, multi-stage, temporary, permanent, wood, pile, column, resin, metal, non-metal, foundation, ground, bedrock, Underground, underground, reinforcement, improvement, support, support, brace, degree, waterproofing, water supply, driving, suction, compaction, embedding, press fit, vertical, horizontal, slope, slope, retaining wall, smoothness, protrusion, steel pipe, steel frame, PHC, PVC, FRP, land, maritime, underground, underwater, building, housing, facility, pylon, bridge, pier, abutment, retaining wall, dam, embankment, rod, structure, deck load, well barrel, clapboard, retaining wall, excavation, temporary facility , cement, polymer, plastic, synthetic resin, bolt, anchor, spiral, wedge, taper, helical, screw, micro, factory manufacturing, cast-in-place, drill, JSP, SGR, LW, SCW, DCM, CCP, CDM, CGS, DJM, JGM, TJG, SIG, RJP, CJG, CIP (cast in place), PRD (percussion rotary drill), PRD (percussion rotary drill) basics, RCD (reverse circulation drill), drill perforated concrete pouring, pre-boring purchase, Ready-mixed concrete, concrete, reinforced concrete, cement concrete, remodeling, earthquake resistance, buoyancy prevention, underground injection, underground injection, underground mixing, underground compaction, underground injection, underground penetration, underground driving, pin formation, rod penetration, rebar insertion, pile insertion , steel pipe insertion, reinforcing material insertion, grouting, inserting into the grouting hole, inserting into the grouting part, press-fitting with a jack or piston, embedding into the pre-boring hole, pouring concrete in the formwork, pouring concrete in the ground, pouring concrete in the boring hole, embedding reinforcing bars Concrete pouring into the formwork, concrete pouring in the underground with rebar embedding, concrete pouring into the rebar embedding boring hole; One of the foundations, piles, piles, piers, hootings, caisson, etc.

In the present invention a) the base to the RCD base; b) said base to caisson; c) or beam, H, I, H-beam, I-beam, steel, metal, non-metal, wood, resin, pipe, steel pipe, reinforcing bar, steel frame, PHC, PVC, cement, polymer, plastic, synthetic resin, shaft, Rebar mesh, rebar cage, concrete, grouting, underground injection material, grouting material, underground grouting material, reinforced concrete, group, independent, single, group, single stage, multi-stage, wall, wall, pile, column, foundation, ground, bedrock, slope, underground, underground, reinforcement, improvement, driving, compaction, embedding, press fit, vertical, level, slope, slope, retaining wall, anchor, nailing, bolt, support, support, brace, order, waterproofing, index, smoothness , protrusion, prominence formation, land, maritime, underground, underwater, building, facility, pylon, bridge, pier, abutment, hooting, structure, clapboard, retaining, trench, bolt, spiral, wedge, taper, helical, screw, Micro, under 30cm in diameter, factory manufacturing, cast-in-place, drill, drill drilling, underground drilling, underground drilling drilling, inserting after drilling, inserting after drilling drilling, driving, embedding, penetrating, inserting, inserting or driving in the underground or bore hole , rebar embedding, concrete pouring, pre-boring embedding, remodeling, grouting, press-fitting with a jack or piston, inserted into a grouting part or a grouting injection part, embedded into a pre-boring hole or a grouting injection hole, the above or below beam or one of the rebar cages, JSP, SGR, LW, SCW, DCM, CCP, CDM, CGS, DJM, JGM, TJG, SIG, RJP, CJG, CIP (cast in place), PRD (percussion rotary drill), RCD (reverse circulation drill); The above basis to RCD basis such as; basal to caisson; d) the beam or at least one of reinforced concrete is provided or embedded in the foundation or RCD foundation; basal to caisson; e) the above or below pipe, plate, pin to composite, piece to slotted piece, single pipe to composite, tapered pipe to composite, single pipe to tapered pipe, pipe to tapered pipe, etc.; basal to caisson; etc. are applicable.

As an example of c) above, for piles, for example, H piles, I piles, beam piles, steel piles, independent piles, group piles, single pile piles, multistep piles, wood piles, pile piles, column piles, resin piles, metal piles Piles, non-metal piles, foundation piles, ground piles, rock piles, underground piles, underground piles, reinforcement piles, improved piles, driving piles, compaction piles, embedded piles, press-fit piles, vertical piles, horizontal piles, inclined piles, slope piles, Retaining Wall Pile, Support Pile, Support Pile, Bracing Pile, Smooth Pile, Protrusion Pile, Steel Pipe Pile, Steel Pile, PC Foundation, PC Pile, PHC Pile, PVC Pile, Land Pile, Offshore Pile, Underground Pile, Underwater Pile, Building Pile , facility piles, pylon piles, bridge piles, pier piles, shift piles, structure piles, water retaining piles, retaining piles, excavation piles, cement piles, polymer piles, plastic piles, synthetic resin piles, bolt piles, spiral piles, wedge piles, Taper pile, helical pile, screw pile, micro pile, factory manufacturing pile, on-site casting pile, earth drill foundation, all casing foundation, JSP, SGR, LW, SCW, DCM, CCP, CDM, CGS, DJM, JGM, TJG , SIG, RJP, CJG, CIP (cast in place) file, PRD (percussion rotary drill) file, RCD (reverse circulation drill) file, drill file, drill perforated concrete pouring file, pre-boring embedded file, concrete pile, reinforced concrete Files, remodeling files, grouting files, files inserted into grouting holes, files inserted into grouting parts, press-fit files press-fitted with jacks or pistons, and embedded files embedded in pre-boring holes are applicable.

The above-listed foundation, basic to micropile, basic to RCD basis, etc. will be described in more detail as follows. 1) the foundation is the foundation, 基礎, foundation, the foundation to the RCD foundation, the foundation to the caisson; 2) Stem weeds are based on lines, line shapes, line shapes, etc.; The wall foundation includes a wall, an underground wall, an underground wall, a slurry wall, a wall line shape, a wall line type foundation; 3) Dynamic foundation, vibration foundation, earthquake-resistant foundation, etc. are a) dynamic, vibration, earthquake-resistant, earthquake; A foundation used for one of these loads, b) a foundation inserted into the ground while performing or applying dynamic, vibration, driving, etc. during construction; 4) A suction foundation is a foundation that inserts a suction foundation, a suction foundation, and a foundation into the ground, and applies vacuum or suction pressure to the hole in the upper part of the foundation to further insert the foundation into the ground; 5) A screw foundation is a foundation in which a spiral, screw, or helical is formed on the outer surface of a rod, a rod, a column, or a shaft, or a spiral, a screw, a helical, etc. are formed on the outer periphery; 6) Shallow foundation: shallow foundation, hooting, stem foundation, direct foundation, hooting foundation, front foundation, independent foundation, sole foundation, footing, footing foundation, shallow foundation; 7) Deep foundation: deep foundation, pile, pile, pier, hooting, caisson, pile foundation, pile foundation, pier foundation, caisson foundation, deep foundation; 8) Subterranean injection foundation includes materials such as underground, ground, underground, bedrock, excavation part, excavation hole, boring hole, grouting hole, grouting part, sand, gravel, aggregate, crushed stone, lime, gypsum, resin, cement, slag, by-product , mortar, milk, chemical solution, suspension, ready-mixed concrete, paste, concrete, fiber, reinforcing material, reinforcing bar, rebar mesh, rebar cage; two or more materials; Formation, curing, etc. by injection, injection, grouting, etc., the foundation, the injection foundation, the injection foundation, the grouting foundation; etc. are applicable.

And 9) the underground spraying foundation is a) a foundation formed by spraying, injecting, jetting, injection, grouting, etc., of the material or material, etc. to the underground or grouting part; b) Beams, rods, H-beams, I-beams, reinforcing bars, iron bars, wire meshes, steel frames, steel pipes, steel bars, rebar meshes, etc. to the parts, parts, sections, depths, boring holes, etc. that have been sprayed, injected, jetted, injected, grouted, etc. , reinforcing materials, reinforcing bar cages, foundations, piles, piers, etc. embedded foundations; 10) The underground mixing foundation is a foundation formed by mixing the materials or materials in the underground or the grouting part, etc., the underground mixing foundation, DCM (deep cement mixing), SCW (soil cement wall); 10) The ground compaction foundation is a foundation formed by compacting the substances or materials in the underground or grouting part, etc., SCP (sand compaction pile), GCP (gravel compaction pile), CCP (crushed stone compaction pile), VCCP (vibrated crushed stone) compaction pile); 12) Underground buried foundation, pin forming pile, pin forming foundation, bar penetrating foundation, bar penetrating concrete foundation, pile or reinforcement embedded foundation, underground penetration foundation, underground driving foundation, etc. are embedded, penetrated, inserted, the foundation that became the driving light; a foundation in which beams, reinforcing bars, iron bars, steel pipes, piles, reinforcing materials, etc. are embedded, penetrated, inserted, driven, etc. in the underground or grouting part; 13) Micropile, grouting pile, grouting foundation, reinforcing material embedded grouting foundation, fin forming reinforcement material embedded grouting foundation, grouting hole embedded foundation, grouting part embedded foundation, underground injection part embedded foundation, grouting embedded foundation, etc. a) grouting, underground grouting, building grouting, cracking grouting; before, during and after one of the grouting; or a grouting ball, a grouting part, a grouting material, an underground injection part, a grouting injection hole, a grouting injection part; foundations, piles, piers, caissones, etc.; b) the base of the grouting hole or the grouting injection part, the base of the grouting hole or the grouting injection part; c) beams, rods, H-beams, I-beams, reinforcing bars, iron bars, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, injection material, grouting material, reinforcing bar cage, object, foundation, pile, etc. peer, small diameter pile, micropile; the beam or reinforcing bar cage; the base into which the back is injected or embedded; d) a foundation in which grouting and foundation or the beam or reinforcing bar cage are combined; a base in which a grouting material or a grouting part and a base or the beam or a reinforcing bar cage are combined; e) a base in which a grouting hole or a grouting part or the beam or a reinforcing bar cage is injected or embedded; f) The foundation, its perimeter, outer periphery, outer surface, outer, inner, boring hole, buried hole, drill hole, foundation with grouting material injected into the ground, etc. applies.

In the present invention, a) grouting material is milk, mortar, ready-mixed concrete, concrete, paste, cement milk, cement mortar, grouting material, vibration treatment grouting material, etc., b) grouting is b1) grouting, grouting, grouting work, b) Injecting grouting material into the ground, ground, rock, excavation, boring hole, etc. The fins are fins, the fins or composites, etc., in the grouting foundation, etc. embedded in the fin forming reinforcement. The pin-forming reinforcing material is a reinforcing material in which pins are formed, composed, attached, mounted, provided, mounted, welded, joined, coupled, connected, threaded, and the like. In the present invention, grouting ball, grouting part, grouting material, underground injection part, grouting injection hole, grouting injection part, etc. are a) grouting hole, grouting part, grouting material, underground injection part, grouting injection hole, grouting injection part, injection hole , grouting hole, grouting re-injection hole, grouting re-injection part, grouting re-injection hole, grouting re-injection part; b) a grouting hole, a part, a boring hole, an excavation part, an underground boring hole, an underground drilling part, a building boring part, a building excavation part formed underground; c) balls, sections, boring holes, excavations, underground borings, underground bores, building borings, building bores, into which injection or grouting material is injected or filled; etc. are applicable.

14) And the earth drill foundation is an earth drill foundation, an earth drill foundation, a foundation formed by drilling with an earth drill, a foundation formed while drilling the earth (ground) with a drill, and a rotating bucket to maintain a hollow wall with a stabilizer solution a foundation formed by excavating while inserting a reinforcing bar mesh into its excavation part and pouring concrete; 15) All casing foundation is all casing foundation, all casing foundation, swinging type all casing foundation, wire type all casing foundation, mat needle all casing foundation, hammer grab, etc. foundation formed by pouring reinforcing steel mesh and concrete on the; etc. are applicable. And 16) CIP (cast in place) foundation is CIP foundation, cast-in-place foundation, on-site construction foundation; 17) PRD (percussion rotary drill) foundation includes PRD foundation, foundation formed by drilling, foundation formed by perforating rotary drill, foundation formed by perforating percussion rotary drill; 18) RCD (reverse circulation drill) foundation protects the hole wall with hydrostatic pressure using RCD foundation, reverse circulation drilling foundation, and RCD equipment. Cast-in-place concrete foundation constructed by inserting a pre-assembled reinforcing bar network (91') after drilling the ground and pouring concrete (86'); etc. are applicable. RCD sucks circulating water and excavated soil together through a drill rod pipe, as opposed to water circulation in general rotary excavation, and discharges it to the ground. . In the present invention, CIP foundation, PRD foundation, RCD foundation, etc. are excavated using CIP equipment, PRD equipment, RCD equipment, auger equipment, etc. After excavation with equipment, beams, rods, H-beams, I-beams, reinforcing bars, iron bars, wire meshes, steel frames, steel pipes, steel bars, rebar meshes, reinforcing materials, rebar cages, etc. Here, by pouring concrete, etc., the beam or the reinforcing bar cage and the like are also included in the foundation, in which the concrete and the like are integrated. The casing is inserted into the entire depth, partial depth, partial depth, surface to bedrock depth, surface to weathered rock depth, surface to the extent to which the excavation hole wall does not collapse, etc. Press-fitting, installation, etc.

and 19) PHC and PHC piles are high-strength concrete piles, pretensioned spun high strength concrete, prestressed high-strength concrete pile; 20) PVC is polyvinyl chloride; 21) FRP is fiber-reinforced plastic; 22) The foundations of bolts, spirals, wedges, tapers, helicals, screws, etc. include a) the foundations of bolts, spirals, wedges, tapers, helicals, screws, etc.; b) or b1) rods, poles, rods, posts, shafts; b2) all, part, part, tip, bottom, lower, middle, multi-point, one-point, one-section, multi-section, two sections, three sections, multiple sections, one end along the length of one or both of them to one point; Bases equipped with blades, bolts, spirals, wedges, tapers, helicals, screws, etc. are applicable to the back. 23) And the embedding is the foundation, pile, which is embedded in the ground, bedrock, excavation part, boring hole, grouting part, grouting hole, etc. A foundation, pile, etc. formed by pouring beams, reinforcing bars, steel pipes, reinforcing bars, reinforcing materials, concrete, etc. into the site, its ground, bedrock, excavation part, boring hole, grouting part, grouting hole, etc. , files, etc.

And PC files include PC files, precast piles, precasting piles, pre stress piles, pre stressing piles, assembly files, ready-made files, ready-made files, precast files, factory-made files, pre-stressing piles, and the like.

And PC foundation includes PC foundation, PC pile, precast foundation, precasting foundation, pre stress foundation, pre stressing foundation, assembly foundation, ready-made foundation, ready-made foundation, precast foundation, factory-made foundation, pre-stressed foundation, etc.

And 25) The hooting or hooting foundation includes hooting, hooting foundation, stem foundation, shallow foundation, direct foundation, front foundation, independent foundation, single foundation, and the like. 26) Buried foundation Pile installed in the ground, underground, underground, boring hole, boring hole, excavation part, drilling part, etc. Pile installed with driving, hammering, hammer driving, drop driving, etc., or etc., 28) current foundation suspension pile, on-site casting pile, ready-mixed concrete, concrete, etc. poured or put in the field, the pile formed at the site A pile formed by pouring or putting ready-mixed concrete, concrete, etc. into the ground or perforation, etc., beams, reinforcing bars, steel pipes, steel frames, reinforcing bar networks, rebar cages, etc. are put into the ground or perforations at the site, and ready-mixed concrete, concrete, etc. are poured Pile, 29) micro-based micro-pile, small-diameter pile, pile or micro-pile inserted and grouted in the ground or perforation, after grouting in the ground or perforation, beam, reinforcing bar, steel pipe, steel bar, This includes files into which steel frames, reinforcing bar networks, rebar cages, files, micro-piles, etc. are inserted.

and 30) geothermal piles, energy piles, strand piles, geothermal foundations, energy foundations, etc. a) geothermal, energy, geothermal energy foundations, piles, piers, caissons, grouting holes, grouting foundations; b) one or more of the geothermal pipe 160, fillers are inserted or mounted on their body, sphere, or hollow part inside, pile, pier, caisson, boring hole, grouting hole, grouting foundation; c) a U-shaped geothermal pipe 160, a foundation in which one or more of a filler material is inserted or mounted in its body, a sphere, or a hollow part inside, a pile, a pier, a caisson, a boring hole, a grouting hole, a grouting foundation; d) Water, water, liquid, cold water, hot water, heating water, cooling water, etc. (181) are circulated in a geothermal pipe, circulation pipe, water circulation pipe, etc. 160 is built in its own body, sphere or hollow part inside, etc. foundation, pile, pier, caisson, boring hole, grouting hole, grouting foundation; e) Water, water, liquid, cold water, hot water, heating water, cooling water, etc. (181) flows into one side and flows out to the other side U-shaped geothermal pipe, circulation pipe, water circulation pipe, etc. 160 is its own body , a sphere or an internal hollow part, etc. built-in foundation, pile, pier, caisson, boring hole, grouting hole, grouting foundation; etc. are applicable. The geothermal pile, energy pile, strand pile, etc. are shown in FIG. 16 . The geothermal pipe or water circulation pipe 160 is connected to a pump, a heater pump, etc. 162 ′, and a heating and cooling facility 163 is connected to the pump to be used for heating and cooling of buildings and facilities.

And 31) Pin foundation, bar base, protrusion base, bolt base, nail base, anchor base, strand base, pin pile, bar pile, protrusion pile, bolt pile, nail file, anchor file, strand pile, etc. (100') a) Foundation, pile, pier, hooting, caisson, block foundation, concrete foundation; The following monotubes or complexes; b) a hole, hole, through-hole, cavity, hollow, perimeter, outer, outer, outer, outward, outer wall, film, covering, outer perimeter, tip, lower end, upper end, one end, the other end, upper, lower , middle, rim, edge; 1) pins, rods, protrusions, bolts, nails, anchors, strands, and a composite of two or more thereof; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod a strand body in which an anchor to which a nail is welded to which a bolt is mounted on which the protrusion is mounted; 2) the line to the section line, the piece to the slotted piece, the pin to the composite; x) equipping, mounting, installing, positioning, mounting, fixing, attaching, welding, fitting, penetrating, passing, inserting, embedding, inserting, joining, joining, joining, connecting, projecting, projecting outward; y) 1, 2, 3, 4, n, 1, 2, 3, 4, n, many, many, many, orthogonal, vertical, vertical, horizontal, inclined, etc. equipping, mounting, installation, location, mounting, settling, attaching, welding, fitting, junction, joining, connection, insertion, embedding, input, protrusion, penetration, passage, through installation, through installation, foundation with, pile, pier, Hooting, caisson, etc. Examples of these include a foundation with a protruding rod or pin, a pile with a pin at the bottom, a foundation with a pin fixed at the lower tip, a pile with a rod or pin protruding, a pier with a protrusion, a hooting with a protruding protrusion on the outer periphery, A caisson with a partially protruding protrusion is applicable. Here, the pin to the composite (16', 17', 18') are mounted on the outer periphery, outer wall, outer surface, perimeter, etc. of the base to the caisson 100', the single pipe to the complex (1', 2', 3'), etc. It serves to improve the support and peripheral friction of the foundation or caisson. Here, the pin or the composite may be installed in an orthogonal, vertical, vertical, inclined, horizontal, extended, externally extended, etc. with respect to the longitudinal direction of the foundation or the caisson. And the pin foundation or strand pile, etc. a) a foundation, pile, hooting, pier, caisson in which the pin or composite is used; b) the fins or composites are foundations, piles, hooks, piers, caissons, block foundations, steel foundations, shallow foundations, hooting foundations, deep foundations, concrete foundations; one (100') of holes, holes, inner, outer, outer surface, outer wall 160, perimeter 160, edge 160, edge 160; foundations, piles, hootings, piers, caissons, etc. provided, mounted, connected, passed through, penetrated, inserted, embedded, put in, etc.; etc. are also applicable.

And 32) block foundation, concrete foundation, etc. (100') is a) block foundation, concrete foundation, concrete block foundation, reinforced concrete foundation, tetragonal foundation, polygonal foundation, hexahedral foundation, freeform foundation, freeform foundation, arbitrary shape foundation , rhombic foundation, diamond-shaped foundation, hooting foundation, shallow block foundation, shallow concrete foundation, b) The above pins or composites are provided, mounted, connected, joined, penetrated, inserted, inserted, embedded, mounted, fixed, etc. This includes block foundations and concrete foundations.

The foundation, pin foundation, protrusion foundation, block foundation, shallow foundation, hooting foundation, concrete foundation, etc. (100') of the present invention includes a) a block, a block head, a head block, the pin or the composite, as shown in FIG. Block (141'), b) the hole, hole, perforated hole (142') formed in the block, c) the pin or the composite 140' that is attached to or penetrates at least one of the block, hole, hole, and perforated hole , d) a bracket mounted on the top of the block head, a mounting base 143', e) a cap, a stopper, a cover, a finishing material 144' of the pin or the composite, etc., or the pin or the composite to the block head, The foundation consisting of a cap, anchor, bolt, nut, stopper, anchor 144', etc. fixed to a hole, hole, perforated hole, hole entrance, etc., a pin foundation, a protruding foundation, a block foundation, a concrete foundation, etc. are also applicable. A building, a structure, its wall, a pillar, etc. 145' is mounted on the bracket or the mounting base, and the pin foundation, the protruding foundation, etc. support the building, the structure, its wall, the pillar, and the like. Holes, holes, etc. 146' are formed in the bracket, mounting base, etc. 143', through which bolts, screws, anchors, etc. for connection to the block head, wall, pillar, etc. , insertion, fixation, etc. And the foundation of the present invention, pin foundation, protrusion foundation, block foundation, shallow foundation, hooting foundation, concrete foundation; the pins, complexes, blocks, holes, holes, caps, stoppers, covers, finishing materials, brackets, mounts, anchors, bolts, nuts, and fixtures; On the back, as shown in FIG. 20 , the above or below single pipe or composite, pin or composite (1 ′) of the present invention may be provided, mounted, connected, and the like.

The foundation of the present invention, pile, pile, pier, hooting, caisson, grouting foundation, micropile, the foundation to micropile, foundation to RCD foundation, etc. (100') a) JSP (jumbo special pile), SGR (space grouting) rocket), LW(labiles wasserglass), SCW(soil cement wall, soil cement mixing wall), DCM(deep cement mixing), CCP(chemical churning pile), CDM(cement deep mixing), CGS(compaction grouting system), DJM (dry jet mixing), JGM(jet grouting method), TJG(twin jet grouting), SIG(super injection grout), RJP(rodin jet pile), CIP(cast in place), PRD(percussion rotary drill), RCD( reverse circulation drill), CJG (column jet grouting), etc., or b) the above JSP or CJG, grouting, ground improvement, ground reinforcement, grouting pile, ground improvement pile, ground reinforcement pile, etc. are used, etc. There are features that include foundations, piles, piles, piers, hootings, caissons, grouting foundations, micropiles, said foundations or micropiles, foundations or RCD foundations, etc. formed by the corresponding, etc. The JSP to CJG, etc. are a) the JSP to CJG; b) the base, file, peer, hooting, caisson of the JSP to CJG, etc.; etc. (100') becomes corresponding, inclusive, and the like.

In the present invention, foundation, pile, pile, pier, hooting, caisson, etc. (100') is a) foundation, pile, pile, pier, hooting, caisson; b) or beams, rods, H-beams, I-beams, reinforcing bars, iron bars, wire mesh, steel frame, steel pipe, steel bar, carbon, fiber, fiber, slag, rebar mesh, reinforcing material, reinforcing bar cage, concrete, cement concrete, reinforced concrete; The following monotubes to complexes, fins to complexes; A single pipe or a complex having one of the following pins to a complex; foundations, piles, piles, piers, hootings, caisson, etc.; Or foundations, piles, piles, piers, hootings, caisson, etc. containing, including, input, equipped, mounted, installed, etc. are applicable. In the present invention, the reinforcing material is carbon, fiber, mat, sheet, fiber, fiber, reinforcing material, slag, carbon fiber, nanofiber, carbon sheet, nanosheet; the beam or reinforcing bar cage; Carbon includes carbon, carbon material, carbon rod, carbon root, carbon network, nano-carbon, carbon fiber, carbon sheet, carbon, etc. These include column beams, reinforcement beams, and foundation beams. And 1) the foundation is a foundation, a foundation, a building foundation, a facility foundation, a structure foundation, the above foundation or RCD foundation; 2) A file is a file. pile, pile, pile foundation, wooden pile, cement pile, concrete pile, reinforced concrete pile, on-site concrete pile, steel pile, PC foundation, PC pile, PHC pile, Frankey pile, pedestal pile, Raymond pile; 3) The pier is a) Pier, pier, pier base, Chicago pier, Gow pier, Benoto pier, Earth drill pier, PRD pier, RCD pier, b) It is larger or longer in diameter and length than pile and diameter and length than caisson. small or short back base; 4) Hooting is hooting, footing, footing foundation, hooting foundation, shallow foundation, independent hooting foundation, cantilever hooting foundation, continuous hooting foundation, row hooting foundation; 5) Caisson is a) caisson, caisson foundation, caisson, open caisson, pneumatic caisson, box caisson, b) a foundation larger or longer in diameter, length, etc. than piles and piers; etc. are applicable.

In the present invention, vibration treatment includes: a) treatment with a composite vibrator in which magnetization, a magnetizer, etc. are irradiated or provided in addition to vibration, vibrator, etc.; b) inserting the vibrator into the material to apply the vibration, magnetic field, etc. to the material; c) material passes, flows, roughens through said vibrator; The vibration-treated material has improved fluidity, sprayability, injectability, workability, workability, etc., thereby making it easy to work, manufacture, manufacture, produce, construct, install, etc. provides an effect.

In the present invention, a) material is a1) milk, mortar, ready-mixed concrete, concrete, paste, cement milk, cement mortar, grouting material, slurry, bentonite slurry, a2) vibrating treated mortar to bentonite slurry, a3) vibrator or the following vibrator It includes the mortar or bentonite slurry treated with a vibrating furnace. b) And concrete includes milk, mortar, ready-mixed concrete, concrete, paste, cement milk, cement mortar, etc. c) and materials include: c1) foundation, pile, pier, hooting, caisson, excavation, boring, grouting, underground drilling, underground boring, underground grouting; c2) of one ball, hole, part, hole, formwork, formwork, construction, construction, work, installation; It is used, used, contained, mixed, injected, put, poured, etc.

In the present invention, the foundation, pile, pier, hooting, caisson, pipe, plate, connecting plate, single pipe or tapered pipe, beam, rod, reinforcing bar, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, material, vibrator, etc. Foundation, pile, pier, hooting, caisson, pipe, plate, connecting plate, single pipe or tapered pipe, beam, rod, reinforcing bar, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, material described in Application Examples 1 to 19, etc. , vibrator, etc. are equally applicable, contained, contained, belonged, etc. This means that a) the foundation described in Application Case 1 includes the foundation described in Application Case 15, etc., and b) The single pipe described in Application Case 7 includes beams, rods, rebar, wire mesh, steel frame, carbon, fiber, H, etc. described in Application Case 12, etc. Those including beams, I-beams, etc. correspond. The single pipe or tapered pipe includes the following short pipe or tapered pipe, a single pipe or a pipe with a bolt hole forming tapered plate, a single pipe or a tapered pipe with a bolt hole forming tapered plate, a single pipe or a (~) bolt hole forming tapered plate having a tapered plate or a tapered pipe, etc. This applies.

The foundation of the present invention, one of which is a pile, a pier, a hooting, a caisson, a geothermal foundation, a screw foundation, a well trough foundation, a grouting foundation, a micropile, etc. One of the cutouts, cutouts, picks, and picks 9' and bolt holes 4' by the four methods of One (2') is formed,

a1) The first method among the above four methods is a) a plate, a punctuate plate, a convex plate, a concave-convex plate, a protruding plate, a swash plate, and a tapered plate (2') are provided, and the plate is provided with an incision line or a chamfered line 9 ') is displayed, and the plate is cut or plucked (9') along the incision or plucking line, and two or more slits, cuts, and plucks are formed on the plate 2' by the cutting or plucking. , one of the picking pieces (9') is formed, a bolt hole forming position is marked on the plate, and one of a drill, a puncher, a perforator, a laser machine, and a hole forming means is prepared for forming the bolt hole, the drill A bolt hole 4' is formed in the plate by one of a puncher, a perforator, a laser machine, and a hole forming means, and one of a cutout, a cutout, a picking part, and a picking piece by cutting or picking and forming ( 9') and one (2') of the plate or the tapered plate in which the bolt hole 4' is formed is formed,

a2) In the second method among the four methods, a mold is provided for casting one of a plate, a viscous plate, a convex plate, a concave-convex plate, a protruding plate, an inclined plate, and a tapered plate, and the plate has a cutout, a cutout, and a picking part. , the mold is provided with a means or shape for forming a cutout, a cutout, a pickling, one of a cutout, and a bolt hole in the mold to form one of the picks and a bolt hole, a metal melt is provided, and the melt is formed Pouring into the mold, solidifying or coagulating the melt poured into the mold, and forming one of a cutout, a cutout, a pick-up part, a pick-up piece, and a bolt hole or a tapered plate by the solidification or coagulation will become,

a3) The third method among the four methods is to heat the metal, and use one of forging, extruding, pressing, rolling, and pressing the heated metal to form a plate, a viscous plate, a gradual expansion plate, a concave-convex plate, a protruding plate, a swash plate, and a taper. One of the plates is manufactured, and a bolt hole is formed in the plate at or by one of the forging, pressing, manufacturing, drilling or hole forming means, and cutting is performed by at least one of the forging or pressing, manufacturing and forming. One of the part, the cut piece, the pick part, the pick piece, and one of the plate or the tapered plate in which the bolt hole is formed is formed,

a4) The fourth method among the above four methods is a tube, a single tube, a puncture tube, a tapered tube, a tube, a single tube, a puncture tube, a tube, One (3') of the concave-convex pipe, the protrusion pipe, the inclined pipe, and the tapered plate pipe is provided or welded, and one of the pipe or the tapered plate pipe includes one of the pipe or the tapered plate pipe cut or cut, the pipe or the tapered plate pipe When cutting or picking one of the tube or tapered tube, an incision or cutting line 9' is displayed on one of the tube or tapered tube, and cutting or picking one of the tube or tapered tube along the incision or line ( 9'), and two or more cuts, cuts, picks, and picks (9') are formed in one of the tube or tapered tube by the cutting or picking, and the cutting or picking and forming One (3') of the tube or the tapered plate tube is provided or welded by the One (2') is formed,

b) a pin, a rod, a protrusion, a bolt, a nail, an anchor, and a strand body 16' in at least one of the cut-out or the pick-up piece, the plate or the tapered plate, the periphery of the bolt hole, and the tube or the tapered plate; a complex (17', 18') of two or more of the pin or strand body; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod A strand body in which the anchors to which the nail is welded are joined to which the bolts are mounted; One of them is provided,

c) the plate or tapered plate in which one (9') of the cut-out or the pick-up piece and the bolt hole 4' are formed, one (9') of the cut-out or the pick-up piece and the bolt hole 4' and the One of said plate to tapered plate (2') provided with one (3') of tube to tapered plate tube, one of said plate to tapered plate (2') with one of said pin to composite (16', 17', 18') 2') itself (100, the following basis) or its own tip is joined, fastened, welded, mounted, jacked, bolted, welded, or bolted,

d) the self (100, the following foundation) or its tip is the ground 110', the underground 110', the underground 110', the boring hole 96', the anchor hole 96', the grouting hole 96 ') becomes one of landing, retraction, embedding, insertion, input, penetration, penetration, press-fitting, driving, and key-in,

e) at least one of the cut-out or pick piece, plate or tapered plate, tube or tapered plate, and pin or complex is cut, expanded, seated, inserted, embedded, inserted, inserted, inserted, penetrating, or penetrating into one of the seating or key , press fit, key-in, flaring, bending, bending expansion, wedge expansion, inclined expansion, bending expansion, tip expansion, diameter expansion, area expansion, horizontal expansion, inward expansion (161'), outward expansion (162'), outward expansion ( 161, 162), incision inward extension, incision outward extension, incision inward extension; the incision or incision in or outward expansion in or in one of the ground or the grouting hole; be one or more of

f) or the ground or grouting hole that has become one of the seating or key; One of the double and its own gap, in-between, space; Pin, rod, mesh, mesh, reinforcing bar, wire, wire mesh, bolt, anchor, nail, mortar, reinforcing material, space material, filling material, injection material, abrasive material, ready-mixed concrete, slurry, cement paste, concrete, slurry liquid, As a base to which one or more of grouting material, reinforced concrete, stranded body, and bentonite slurry is put,

The foundation is a) foundation, pile, pier, hooting, caisson, buried pile, driving pile, suspending pile, geothermal pile, geothermal foundation, shallow foundation, deep foundation, block foundation, steel foundation, screw foundation, well vent foundation, concrete foundation, grouting foundation, micropile; b) or beams, rods, reinforcing bars, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, rebar cage, grouting material, underground injection material, underground injection material, solidifying material, binder, slag, fiber, reinforcing material; the beam or reinforcement on which one of the pins and strands is mounted; the base to micropile containing one or more of; c) or the foundation or micropile provided with one of the pins or strands; d) or dam, tower, wall, facility, building, housing, bridge, viaduct, road, retaining wall, harbour, levee, ground, bedrock, underground, underground, apartment building, structure, facility, grouting, subterranean injection, one of the geothermal injections the basis of the micropile; characterized as one of them.

In the present invention, the fins or composites correspond to one of the above or the following fins or composites (16', 17', 18'), and the pipes, walls, foundations, etc. are located in the ground (110') by the fins or composites thereof. It has the effect of being firmly fixed and seated, etc., and has the characteristics of improving the support force or increasing the tip resistance. Inclusion in the foundation or micropile including at least one of the beams or reinforcing materials includes containing, inclusion, mixing, incorporation, provision, configuration, mounting, installation, embedding, retention, position, and the like. The above or the following basic to the micropile, etc., the above or the following basic to the RCD basis, etc. are applicable, including. And on the contrary, the above or the following basis to the RCD basis, etc., the above or the following basis to the micropile, etc., correspond to, include, and the like. In the present invention, the foundation to the micropile at the end of application examples 1 to 6 have the same characteristics or meaning as the foundation to the RCD foundation at the end of application examples 7 to 19. Therefore, the basics or microfiles at the end of application examples 1 to 6 are abbreviated, summarized, etc. Therefore, the basis of the present invention corresponds to the above or the following basic to micropile, basic to RCD basis, and the like.

The foundation of the present invention, one of which is a pile, a pier, a hooting, a caisson, a geothermal foundation, a screw foundation, a well trough foundation, a grouting foundation, a micropile, etc. Overview (1'), incision plate, section tube, section plate, puncture tube, puncture plate, puncture tube, puncture plate, concave-convex tube, concave-convex plate, protrusion tube, protrusion plate, tapered tube, tapered plate, plate with the above tube, tube the plate with the plate, the tube with the plate, the plate with the tube, the tube with the plate, the plate with the tube; a combination (1') of two or more of the plate having the incision tube to the tube; The incision tube or the combination body (1') extending or protruding in one of the inward-facing (161'), outward-facing (162'), and outward-facing (161, 162) of the self (100') or the outer wall 160 of the self (100'); One of the following is provided, wherein the expansion or protrusion includes expansion, protrusion, horizontal expansion, horizontal protrusion, inclined expansion, inclined protrusion, downward expansion, downward protrusion, inward expansion, outward expansion, outward expansion, and the like. Here, the self (100') corresponds to the following basic, basic to micropile, etc. (100'). b) or the tube or plate becomes one of incision, incision, and taper, or one of the incisions, irregularities, and protrusions is formed in the tube or plate to provide one of the incision tubes or the combined body, c) the incision tube or the combined body A pin, a strand body, a strand with a pin, a pin with a strand body, a strand body type pin, a strand shape pin, a pin type strand body, a pin shape strand body, a pin and one of the composites of strands (16', 17', 18') is provided or welded, and d) or one of the pins or one of the composites (16', 17', 18') of the incision or the assembly is mounted. One (1') is provided,

e) a bolt hole is formed in at least one of the plate, tube, incision tube or assembly, and pin or composite, f) one of the incision tube or assembly provided with one of the pins or composite is coupled to itself or its tip , fastening, welding, mounting, jacking, bolting, welding and bolting, g) the self 100' is the ground 110', underground 110', underground 110', boring Be seated in one of the ball 96', anchor hole, grouting hole 96', insert, embed, insert, put in, penetrate, insert, press-fit, drive, key-in, h) the above At least one of the incision tube or the combination body (1 '), the pin or the complex (16', 17', 18') in one of the seating or the key incision, expansion, seating, retraction, embedding, insertion, input, penetration, penetration , indentation, key-in, flaring, bending, bending expansion, wedge expansion, oblique expansion, bending expansion, tip expansion, diameter expansion, area expansion, horizontal expansion, inward expansion, outward expansion, outward expansion, incision inward expansion, incision outward expansion, incision-into-outward expansion; the incision or incision in or outward expansion in or in one of the ground or the grouting hole; be one or more of

i) or the ground or grouting hole that has become one of the seating or key; One of the double and its own gap, in-between, space; Pin, rod, mesh, mesh, reinforcing bar, wire, wire mesh, bolt, anchor, nail, mortar, reinforcing material, space material, filling material, injection material, abrasive material, ready-mixed concrete, slurry, cement paste, concrete, slurry liquid, As a base 100' into which one or more of a grouting material, reinforced concrete, a strand body, and bentonite slurry is put,

The foundation 100' is a) foundation, pile, pier, hooting, caisson, buried pile, driving pile, suspending pile, geothermal pile, geothermal foundation, shallow foundation, deep foundation, block foundation, steel foundation, screw foundation, right Bucket foundation, concrete foundation, grouting foundation, micropile; b) or beams, rods, reinforcing bars, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, rebar cage, grouting material, underground injection material, underground injection material, solidifying material, binder, slag, fiber, reinforcing material; the beam or reinforcement on which one of the pins and strands is mounted; the base to micropile containing one or more of; c) or the foundation or micropile provided with one of the pins or strands; d) or dam, tower, wall, facility, building, housing, bridge, viaduct, road, retaining wall, harbour, levee, ground, bedrock, underground, underground, apartment building, structure, facility, grouting, subterranean injection, one of the basis of the micropile; characterized as one of them.

The foundation of the present invention, one of which is a pile, a pier, a hooting, a caisson, a geothermal foundation, a screw foundation, a well trough foundation, a grouting foundation, a micropile, etc. (100') is a) pipe according to Application Case 3 , plate, tube, incision tube, incision plate, slice tube, slice plate, puncture tube, puncture plate, puncture tube, diaphragm plate, concave-convex tube, concave-convex plate, protuberance, protuberance plate, tapered tube, tapered plate, the tube with plate , the plate with the tube, the tube with the plate, the plate with the tube, the tube with the plate, the plate with the tube; a combination of two or more of the plate having the incision tube to the tube; One of incision, break, dilatation, incision extension, fracture extension, inward extension, outward extension, inward extension, incision inward extension, incision outward extension, incision inward extension, incision inward extension, post incision extension, once incision extension, incision tip extension, Half extension after incision, half extension after incision, extension from middle to tip after incision, extension after breakage, one end extension after breakage, one end extension after breakage, half extension after breakage, half extension after breakage, middle end extension after breakage, after breakage extending from the middle to the tip, expanding inward, expanding outward, expanding inward and outward, incising and expanding inward, incising and expanding outward, incising and extending outwardly; extending into one of inward-facing 161', outward-facing 162', or in-outward-facing 161, 162 of itself 100' or of its outer wall 160; or all, part, part, 1 point, multi-point, 1 point, multiple point, 1-point, multi-point incision or expansion; It becomes one of the following, where it corresponds to the following basics, basics to micropile, and the like.

b) formed by one of the incisions and extensions b1) an incision, a break, an extension, an incision extension, a break extension, an inner extension, an outer extension, an inner and outer extension, an inner extension and an incision outside Expansion part, incision inside/outside expansion part, expansion part after incision, part with one end expanded after incision, part with the tip expanded after incision, part with half expanded part after incision, part extended from the middle to one end after incision Expanded section, extended section from the middle to the tip after incision, expanded section after fracture, expanded section with one end expanded after fracture, expanded section with the tip expanded after fracture, half expanded section after fracture, middle section after fracture Expansion extended from the to the end, extended from the middle to the tip after fracture, inwardly extended, outwardly extended, outwardly extended, incised and inwardly extended, incision Expanded into one of an inward extension (161'), an outward appearance (162'), and an inward and outward extension (161, 162) of the self 100' or the outer wall 160 extended extension;

b2) Incision fragment, fracture fragment, extension fragment, incision extension fragment, fracture extension fragment, medial extension fragment, lateral extension fragment, medial and medial extension, incision medial extension, incision lateral extension, incision internal and external extension, post incision Dilated extension, one-end extension after incision, one-end extension after incision, one-half extension extension after incision, middle-to-one extension extension after incision, middle-to-distal extension after incision Extended piece, extended piece after fracture, one end extended after fracture, extended tip with tip extended after fracture, extended piece with half extended after fracture, extended piece extended from middle to end after fracture, middle after fracture Extension from distal to distal end, inward extension, outward extension, inward and outward extension, incision and inward extension, incision and outward extension, incision and internal and external extension an extension piece extending laterally, an extension piece extending into one of an inward-facing (161'), an outward-facing (162'), and outward-facing (161, 162) piece of itself 100' or of its outer wall 160; where part is part, part, part, part part; Also, a piece is a piece, a piece, a piece piece, a piece piece, a piece piece, a piece piece, a piece piece, and so on. b3) two or more said incisions or extensions; b4) one end of the incision or extension piece, the tip, the tip that meets the ground, the tip that is drawn into or keyed in into the ground; A pin, a strand body, a strand body with a pin, a pin with a strand body, a strand body type pin, a strand body shape pin, a pin type strand body, a pin shape strand body, a pin and a strand body One of the complexes is provided,

c) a bolt hole is formed in at least one of the tube or the assembly, the cutout or the extension, the tube, the plate, and the pin or the composite, d) the one of the cutout or the extension provided with the one of the pin or the composite One of the formed pipes or assemblies becomes one of coupling, fastening, welding, mounting, jack coupling, bolt coupling, welding, and bolt coupling to one end or tip of its own end, d) itself or its tip is ground, underground, underground , It becomes one of seating, insertion, embedding, insertion, input, penetration, penetration, press-fitting, driving, and key-in in one of the boring hole, anchor hole, and grouting hole, e) When one of the seating or key-in At least one of the pin or the composite, the cutout or the extension piece, the tube or the assembly is the base to be at least one of the incision or expansion, the seating or key in or in one of the ground or grouting hole,

The foundation comprises: a) a foundation to a micropile; b) basal to micropile; c) basal to micropile; d) foundation to micropile; characterized as one of them.

The foundation of the present invention, one of which is a pile, a pier, a hooting, a caisson, a geothermal foundation, a screw foundation, a well trough foundation, a grouting foundation, a micropile, etc. (100') according to Application Case 4 a) a1 ) a11) Expansion plate, expansion means, tip expansion plate, tip expansion means, incision tube, pluck pipe, dotted line tube, section tube, thickening tube, expanding tube, accumulating tube, thickening tube, inclined tube, tube tube, hollow plate, incision Plate, pick plate, dotted plate, cut plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, gradual plate, incremental plate, inclined plate, tapered tube, taper plate, discontinuous tube, discontinuous plate, spike tube, spike plate ; The extension plate or the spike plate provided at its tip; the expansion plate or the spike plate extending or protruding in one of the inward, outward, and outward directions of itself or its outer wall; Here, the following basics, basics, micropile, etc. are applicable.

a12) or extension, incision, bending, flaring, bending, flattening, foot extension, incision extension, picking extension, dotted extension, broken line extension, fracture extension, bending extension, tip extension, fragment extension, slot extension, diameter extension, area dilatation, tear dilatation, tapered dilatation, inward dilatation, outward dilatation, inolateral outward dilatation, incision inward dilatation, incision outward dilatation, incision inward outward dilatation; the expansion or incision-inward-outward expansion in one of an inward, outward, or inward-outward direction of oneself or an outer wall thereof; one of a tube, a plate, a single tube, a single plate, the expanded plate or the spike plate; a13) the tube with a plate, the plate with the tube, the tube with the plate, the plate with the tube, the tube with the plate, the plate with the tube; a combination of two or more of the expanded plate to the tube-equipped plate; one or more pins, rods, protrusions, bolts, nails, anchors, strands mounted on one; a composite of two or more of the pins or strands; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod a strand body in which an anchor to which a nail is welded to which a bolt is mounted on which the protrusion is mounted;

a2) or a21) the extension plate or the assembly to which one of the pins or the composite is mounted; a22) an extension plate or a binder mounted on one of the pins or the composite; At least one of them is provided at the tip or at the tip,

b) or b1) forming a bolt hole in one or more of the plate, tube, extension plate or assembly, pin or composite; b2) coupling, fastening, welding, mounting, jacking, bolting, welding and bolting of one of the pins or the composite, or one of the extension plates or the assembly mounted on one, to itself or its tip; b3) the self or its tip is seated in one of the ground, underground, underground, boring hole, anchor hole, grouting hole, inserting, embedding, inserting, inputting, penetrating, penetrating, press-fitting, driving, key-in; b4) at least one of the expansion plate or the assembly, the pin or the composite is cut, expanded, seated, retracted, embedded, inserted, inserted, penetrating, piercing, press-fitting, keying, splaying, bending, bending expansion, wedge extension, oblique extension, bending extension, tip extension, diameter extension, area extension, horizontal extension, inward extension, outward extension, inward extension, incision inward extension, incision outward extension, incision inward outward extension; the incision or incision in or outward expansion in or in one of the ground or the grouting hole; b5) the ground or grouting hole, which became one of the seating or key; One of the double and its own gap, in-between, space; Pin, rod, mesh, mesh, reinforcing bar, wire, wire mesh, bolt, anchor, nail, mortar, reinforcing material, space material, filling material, injection material, abrasive material, ready-mixed concrete, slurry, cement paste, concrete, slurry liquid, At least one of grouting material, reinforced concrete, stranded body, and bentonite slurry is input, inserted, embedded; As a basis on which one or more of

The foundation may include: a) foundation to micropile; b) basal to micropile; c) basal to micropile; d) foundation to micropile; characterized as one of them.

The foundation of the present invention, one of which is a pile, a pier, a hooting, a caisson, a geothermal foundation, a screw foundation, a well trough foundation, a grouting foundation, a micropile, etc. (100') according to Application Case 5 a) a1 ) Casting, manufacturing, and purchasing the tapered pipe (3'); a2) tapering the constant tube 3'; one of b) b1) said tube (3'); its wall 7'; One end 20', one side 20', from one end 20' to one point 21', from one end 20' to the other end 22', from one end 20' to the other end ( 22') to a point 21'; One of the incisions (9'); b2) tapering the incision tube (3'); e) casting, manufacturing, or purchasing a cut-out (9') or slotted (9') tapered tube (3'); b3) cutting (9') or forming a slot (9') and tapering a certain tube (3'); at least one of, c) c1) forming a section or a slot section (9') in one of the tube to a point by the incision (9'); c2) One of the tube 3', the wall 7', the segment 9', and the slot segment 9' expands, bends, or bends outwardly, inwardly, or outwardly with respect to the vertical direction by the taper expansion, 1-30% expansion; be one or more of

d) d1) said tube (3'), wall (7'), other end (22'); the tip, end, head 20' of the tube or wall; Connecting, casting, welding one of the plates 2', the connecting plate, the tapered plate, the connecting jack 5', the plate 2' with the hole 4', the hole 4', the forming plate 2' , connection castings, jack connections, bolted connections; d2) a pin, a rod, a protrusion, a bolt, a nail, an anchor, a strand body on at least one of the tube 3', the plate, the wall 7', the one end 20', and the segment 9'; a composite of two or more of the pins or strands; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod a strand body in which the anchors to which the nail is welded are joined to which the bolts are mounted; at least one of (16', 17', 18') is formed or provided; d3) one of the plate provided with the tube, the tube provided with the plate (1'), one of the tubes, the plate (2'), the plate hole (4'), and the plate connecting jack (5') and itself (100') or connecting, welding, jacking, bolting, one of the following foundation 100', its wall, tip, tip, side, exterior, guard 108', wall hole, guard hole being itself; do one or more of

e) 1) Insertion (97'), embedding, penetrating, driving (98'), driving by means of an indenter or piston, driving by means of a hammer, penetrating into a boring hole, 1) of oneself (100') or the following foundation (100') After the injection of the slurry inside the boring hole; 2) own or the following foundation load (120'), building construction, load load, load action, structure construction (120'); e1) at one of or at one time e1) the segment or slot segment 9' is further expanded 30' in addition to the expansion, flaring, flexural expansion, wedge expansion, oblique expansion, bending expansion, tip expansion, diameter expansion, area expansion, horizontal expansion, inward expansion, outward expansion, outward expansion, incision inward expansion, incision outward expansion, incision inward outward expansion, 70 to 99% expansion (30') in addition to 1 to 30%; e2) one of the pins to the complex expands outward through the incision; e3) both of the segment and the pin through the complex extend through the dilatation through the incision inward and outward; e4) the cross-sectional area, lateral area, horizontal area, contact area, resistance area, friction area, projection of at least one of the tube (3'), plate, pin or composite by one (30') of the additional expansion or incision inward/outward expansion one of area, horizontal length, folding length, projection length, horizontal volume, folding volume, and projection volume is increased; e5) improvement of the bearing capacity 121 ' of the self or the following foundation by one or more of the additional expansion, the incision inward expansion, and an increase, the tip expansion, the tip bearing force 121' improvement, earthquake resistance, vibration resistance, earthquake resistance improvement, Prevent movement, prevent flow, prevent deformation, prevent settling, prevent sliding, increase resistance, increase load resistance, increase foundation friction, increase tip resistance; As the basis 100' being one or more of:

The foundation 100' is a) foundation, pile, pier, hooting, caisson, buried pile, driving pile, suspending pile, geothermal pile, geothermal foundation, shallow foundation, deep foundation, block foundation, steel foundation, screw foundation, right Bucket foundation, concrete foundation, grouting foundation, micropile; b) or beams, rods, reinforcing bars, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, rebar cage, grouting material, underground injection material, underground injection material, solidifying material, binder, slag, fiber, reinforcing material; the beam or reinforcement on which one of the pins and strands is mounted; the base to micropile containing one or more of; c) or the foundation or micropile provided with one of the pins or strands; etc. are applicable.

Application Case 5 is a foundation that is the extension or increase in tip resistance, and the foundation is one of the piles and micro piles.

The foundation of the present invention (基礎, foundation); Pile, pier, hooting, caisson, geothermal foundation, screw foundation, well foundation foundation, grouting foundation, micropile, which are one of these; or basal to RCD basal; The back 100' is a) a1) according to Application Case 6, at one point (21) at one end (20'), one side (20'), and one end (20') '), from one end (20') to the other end (22') in the direction of one point (21'); a2) or from one end to one point of the wall 7' (i.e., one end, one side, one end to one point, one end to one point in the direction of the other end) ; one of discontinuous (9'), extended discontinuous, gradient discontinuous, 1-99% discontinuous, discontinuous (9') over two points or spaces (9');

b) b1) the one end (20'), b11) the front end, one end, the lower end, the end, the head (20'); b12) One of the following insertion, embedding, construction, installation, penetration, and driving, tip, one end, lower end, end, head, inside, outside, side, inside/outside, entire tip, part of tip, multi-point, single point, head 20'; b2) from the tip to the head, from one of the parts to the head (20') to a point (21'); one of the discontinuities (9'); extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces (9') discontinuous;

c) the discontinuous end 20' or the other end 20' is 1 degree, α degree, 1~89 degree, 1~30%, compared to or with respect to the other end 22' or the point 21', the initial Expansion, incision, bending, widening, bending, flattening, foot extension, incision extension, picking extension, dotted line extension, dashed line extension, fracture extension in one of 1 to 30% compared to that of the vertical (7') , bending extension, tip extension, incision extension, slot extension, diameter extension, area extension, tear extension, taper extension, inward extension, outward extension, inward extension, incision inward extension, incision outward extension, incision inward outward extension; being one of or being one of

1) a) inclined or discontinuous or cone-shaped or tapered tube (3'), plate (2'), tube, object, body, hollow body, tube and plate, tube with plate, plate with tube (1') , 2', 3'); b) or the above-mentioned tube to (-) tube-equipped plate (1') whose top area is one of 10-150% of the bottom area of the shallow foundation (100'), and 80-200% of the bottom area of the deep foundation (100') , 2', 3');

2) or a line, dotted line, broken line, slot, broken line, cut line, broken line, section line 9'; from the one end 20' to a point 21' or the n lines to the intercept line 9'; a plate 1', 2', 3' with one or more of said tube to (to) tube;

3) Pieces, feet, cones, sculptures, side pieces, wall pieces, cut pieces, cut pieces, line cut pieces, cut pieces cut pieces, slot cut pieces, line cut pieces formed by one or more of the above lines to cut lines (9') , slot picking piece (9'); From the one end to a point or n-1 pieces or slot picking pieces (9') for the n pieces; a plate 1', 2', 3' with one or more of the tube through (to) tube;

4) Pins, rods, protrusions, bolts, nails, anchors, and strands on at least one of the above-mentioned piece or slot-picking piece, tube or (~) tube-equipped plate; a composite of two or more of the pins or strands; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod a strand body in which an anchor to which a nail is welded to which a bolt is mounted on which the protrusion is mounted; The tube to (~) tube provided plate provided with one of; One of the mounts; or a tip, one end, a lower end, an end, an inner, an outer, an outer perimeter, a perimeter, a side, an inner and an outer, a multi-point, a single point, and is mounted on one or more of the head;

a) a1) own insertion (97'), embedding (97'), penetration (97'), driving (98'); x2) self-load (120'), building construction, load loading, load action, structure construction; At or at one of (120') one (1', 2', 3') of said tube through (to) tube-equipped plate is further expanded 30' in addition to said expansion, incision, flaring, flexing, Bending expansion, wedge expansion, oblique expansion, bending expansion, tip expansion, diameter expansion, area expansion, horizontal expansion, inward expansion, outward expansion, inward expansion, incision inward expansion, incision outward expansion, incision inward outward expansion, above 1 to 30% plus 70-99% extension (30'); b) one of the pins to the complex expands to the incision inward and outward; c) both of the segment and the pin through the complex extend from the dilatation to the incision inward and outward; d) the cross-sectional area, lateral area, horizontal area, ground area, resistance area, friction area, one of projection area, horizontal length, folding length, projection length, horizontal volume, folding volume, and projection volume is increased; e) improvement of the bearing capacity 121 ' of the self or the following foundation by one or more of the additional expansion, incision inward and outward expansion, increase, tip extension, tip bearing force 121 ' improvement, earthquake resistance, vibration resistance, seismic performance improvement, Prevent movement, prevent flow, prevent deformation, prevent settling, prevent sliding, increase resistance, increase load resistance, increase foundation friction, increase tip resistance; As a basis 100' of being one or more of or doing one or more of:

The foundation 100' is a) foundation, pile, pier, hooting, caisson, buried pile, driving pile, suspending pile, geothermal pile, geothermal foundation, shallow foundation, deep foundation, block foundation, steel foundation, screw foundation, right Bucket foundation, concrete foundation, grouting foundation, micropile; b) or beams, rods, reinforcing bars, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, rebar cage, grouting material, underground injection material, underground injection material, solidifying material, binder, slag, fiber, reinforcing material; the beam or reinforcement on which one of the pins and strands is mounted; the base to micropile containing one or more of; c) or the foundation or micropile provided with one of the pins or strands; and so on (100').

Application Case 6 is a foundation that is the expansion or increase in tip resistance, and the foundation is one of the piles and micro piles. In the present invention, 'basic; One of these, the foundation characterized in that it is one of the foundation or the micropile, can also be expressed as 'the foundation, wherein the foundation is one of the files or the micropile'. .

the basis of the present invention; Pile, pier, hooting, caisson, geothermal foundation, screw foundation, well foundation foundation, grouting foundation, micropile, which are one of these; The basis to the RCD basis; According to Application Case 7, the back 100' has a) one end 20' (the part that is embedded in the ground, rock, etc.) compared to the other end 22' (the part that is mounted on the foundation, etc.) in the horizontal, vertical, diagonal, and diameter , hollow, space, area, surface area, cross-sectional area, ground area, the ground or the bedrock (110') touching or embedded in one of the larger;

Here, the one end 20' having a larger width or area than the other end 22' means that the following short pipes or complexes are embedded in the ground, bedrock, etc. to become refraction, expansion, etc. This is because it is advantageous that one end of the single pipe or the composite has a larger width or area than the other end mounted on the foundation.

b) a line, a dotted line, a broken line, a slot, a broken line, an incised line, a broken line, a broken line from the one end 20' to a predetermined point 21'; the inclined line to the intercept line; one (9') picking, scribing, composition, formation, n formation;

c) on said end 20' by one of said picking to forming; or from the one end 20' to a predetermined point 21'; One (9') composition, formation, n-1 formation of piece, foot, cone, piece, side piece, wall piece, piece, inner tube, middle tube, exterior, line cut piece, slot cut piece;

Here, one (9') of n-1 pieces or slot-picking pieces and the like are formed by one (9') of the n lines or the intercept lines.

d) the other end 22'; Plates, disks, connecting plates, hollow plates, and bolt hole forming plates mounted thereon; one (2') of the base (100'); The bolt hole 4', the tip guard 108', the bolt hole 4' formed in the tip guard 109; connection to one of, welding, jack connection, bolt connection, screw connection, connection by a bolt 6' or a screw penetrating the one end 20' and the other end 22';

e) the one end 20'; from one end 20' to the other end 22'; from one end 20' to a point 21'; a piece or a slot-picking piece (9'); one of e1) ground, bedrock 110'; e2) the ground under the boring hole 96', the bedrock 110'; e3) the foundation (100') or its reinforcing bars (91') and concrete or vibration-treated concrete (86') is input (97') of the boring hole (96') lower ground, bedrock (100'); e4) slime (99') lower ground, bedrock (110'); e5) the bottom of the slime 99' in the boring hole 96', the bedrock 110'; e6) the bottom of the slime (99'), which is the residue of the slurry used in the excavation of the boring hole (96'), the bedrock (100'); embedded, inserted, penetrated, driven 98', key-in; After the insertion, the slurry is introduced into the boring hole;

f) at f1) at one of the above driven or put in; f2) or f21) construction, construction, installation, driving (98'), embedding (97'), penetration (97'), key-in of the foundation 100'; f22) load 120', upper construction, building construction, load action, building load action 120' on the foundation 100'; f23) before, during, and after one of the above construction or building load action; on one or more of; From one end 20', one end 20' to a certain point 21', one of a line to a slice line 9', a piece to a slot picking piece 9' is bent 30', bent, Bending, expansion, transverse expansion, bending expansion, wedge expansion, inclined expansion, tip expansion, section expansion, volume expansion, horizontal expansion (30');

g) one of area, volume, length, cross-sectional area, planar area, resistance area, friction area, projected area, projected length, projected volume, one-sided area, and tip area is increased by one of the refraction and horizontal expansion (30');

h) improvement of the bearing force 121' of the foundation 100', improvement of the tip bearing force 121', movement prevention, flow prevention, deformation prevention, settlement prevention, sliding prevention, resistance by one of the refraction or horizontal expansion, increase increase, load resistance increase, foundation friction increase, tip resistance increase; to be one or more of or to do one or more

1) a) Tapered pipe (3'), tapered plate (2'), tapered plate (2') with tapered pipe (3'), plate (2') with tapered pipe (1', 3'), tapered pipe ( 3') With plate 2', with tapered plate 2', with tapered pipe 1', 3', with tapered pipe 3', with tapered plate 2', with connecting jack 5', pipe or taper Tapered pipe (1', 3') with pipe (1', 3'), connecting plate (2'), tapered plate (2') forming bolt hole (4'), tapered plate forming bolt hole (4') ( 2') an equipped tube or a tapered tube (1', 3'); b) a complex of two or more thereof; (A composite of two or more of the above-mentioned tapered pipe - a pipe with a taper plate forming a bolt hole or a taper pipe, one of which is a tapered pipe with a tapered plate, a tapered pipe with a tapered plate at one end, a tapered pipe with a tapered plate on which a plate with a tapered pipe is mounted, Connection jack mounting pipe or tapered pipe, etc.) having a tapered plate that serves as a connecting plate while the bolt hole is formed), c) or the top area is 10-150% of the bottom area of the shallow foundation, 80-200% of the bottom area of the deep foundation One of the tapered tube or complex;

Here, the tapered tube or the composite is a) a) tapered tube, tapered plate, discontinuous tube, discontinuous plate, spiked tube, spiked plate, bundled tube, protruding tube, nailed tube, anchored tube, tapered plate provided tube, plate Tapered pipe with taper pipe, plate with tapered pipe, tapered pipe with tapered plate, tapered plate with taper pipe, pipe or tapered pipe with connecting jack, tapered pipe with connecting plate, tapered plate with bolt hole, pipe or tapered pipe with taper plate with bolt hole ; b) A complex of two or more of them applies.

2) or 2-1) Round, cylindrical, cone, pin, foot, flat, plate, sawtooth, cylindrical, disk, hollow, filled, encapsulated, wall, triangular, square, polygonal, straight, vertical Type, inclined type, curved type, curved type, concave type, convex type, protuberance type, intercept type, incremental type, dot-axis type, incremental-axis type, tapered type, discontinuous type, spike type, rhombus type, ladder type, straight line type , wall section type, wall line picking type, connection plate provided type, connection jack (5') formation, bolt hole (4') formation, inclination or angle (α) 1 to 89 degrees;

2-2) a) the line or the section line (9'), the piece or the slotted piece (9'), b) or b1) a pin, a rod, a protrusion, a bolt, a nail, an anchor, a strand body (16'); b2) Composite (17', 18') of two or more of the pin or strand body, one of the complexes of a pin attaching rod, a pin attaching rod mounting protrusion, a pin attaching bar mounting protrusion mounting bolt, and a pin attaching rod mounting protrusion mounting bolt mounting bolt welding A strand body incorporating a nail, a nailed anchor with a nail, a nail, a nail, a nail, a nail, a nail, a nail, a nail, a nail, a nail, a nail, a nail with a pin, (length, height, shape, shape, edge, edge, etc.) beveled pins or composites 17', 18'; one or more of forming, deferred;

2-3) The diameter 15 is the base 100', the boring hole 96' into which the tooth is inserted, the bit 94' for excavating the boring hole thereof, and the casing 95' for protecting the hole wall of the boring hole. 70-130% of one diameter; 2-4) height 13 is 0.7-1.3 times (70-130%) of the above %; 2-5) 10-30% (0.7-1.3 times) of the thickness 14; one or more or more of said tube (3'), plate (2'), plate (2') and tube (3'), plate (2'), tube (1', 3'), tube (3') having plates (1', 2'), tapered pipe to (to) bolt hole forming pipe or tapered pipe with tapered plate;

In the present invention, in 'a pipe or a tapered pipe with a taper plate or a pipe with a bolt hole formation', 'a pipe or a tapered pipe with a taper plate or a tapered pipe with a bolt hole formation (or a taper pipe)' in the present invention, etc. If necessary, 'tube' is abbreviated to 'tapered pipe'.

3) or a) a1) one point 21 in the direction from one end 20', one side 20', one end 20' to one point 21', and one end 20' to the other end 22'. ')Until; a2) or from one end to a point of the wall 7'; one of the discontinuities (9'); extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces (9') discontinuous;

b) b1) b11) the tip, one end, bottom, end, inner, outer, outer perimeter, perimeter, side, inner and outer, multi-point, single point of itself (1', 2', 3') or own wall (7') , head 20'; b12) or underground 110', insertion (97'), embedding, penetrating, driving 98' head 20';

b2) the tip to the head; from one of the sites to the head (20') to a point (21'); one of the discontinuities (9'); extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces (9') discontinuous; One of the above-mentioned tube, plate, plate and tube, plate with plate, tube with plate, tapered pipe to (with) bolt hole forming pipe with tapered plate or tapered pipe; at least one of (1', 2', 3')

x) equipped, y) or y1) tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam 91', rod, H-beam, I-beam, reinforcing bar, Steel bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, rebar cage (91'), boring part (96'), perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole (96') , y2) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; As the foundation 100' provided on one of the

The foundation is a) piles (100, 102), piles, piers, hootings, caissons, pin foundations, beam foundations, stem foundations, wall foundations, stand foundations, shallow foundations (100, 101), deep foundations (100, 102) , direct foundation, hooting foundation (100, 101), front foundation, static foundation, dynamic foundation, vibration foundation, seismic foundation, independent foundation, single foundation, continuous foundation, group foundation, ground foundation, underground foundation, underground foundation, rock foundation , machine foundation, building foundation, house foundation, bridge foundation, pier foundation, retaining wall foundation, facility foundation, suction foundation, protrusion foundation, bolt foundation, anchor foundation, nail foundation, block foundation, well foundation foundation, structure foundation, deck rod foundation , Strand Foundation, Pin Pile, Bar Pile, Protrusion Pile, Bolt Pile, Anchor Pile, Nail Pile, Buried Pile, Driving Pile, Suspended Pile, Steel Pipe Pile, PC Foundation, PC Pile, PHC Pile, Geothermal Pile, Energy Pile, Strand Pile, geothermal foundation, energy foundation, steel pipe foundation, steel foundation, metal foundation, non-metal foundation, screw foundation, concrete foundation, reinforced concrete foundation, vibration-treated concrete foundation, factory manufacturing foundation, cast-in-place foundation, underground injection foundation, underground injection Foundation, underground mixing foundation, underground compaction foundation, underground buried foundation, pin forming pile, pin forming foundation, bar penetration foundation, bar penetration concrete foundation, pile or reinforcement embedded foundation, underground penetration foundation, underground driving foundation, micro pile, grouting pile , Grouting foundation, side cross-section foundation, tapered foundation, point-axis foundation, incremental foundation, upper enlarged lower reduced foundation, foundation with screws on the outer periphery, reinforcement material embedded grouting foundation, pin (16') formation reinforcement material (91') embedded grouting foundation, grouting Empty foundation, grouting part embedded foundation, underground injection part embedded foundation, driving foundation after embedding, embedded foundation after excavation or grouting, circulation pipe (16') inserted energy foundation, formwork (89') or excavation part (96') Reinforcing bar (91') inserted and concrete (86') or vibration treated concrete (86') poured foundation, earth drill foundation, all casing foundation, JSP, SGR, LW, SCW, DCM, CCP, CDM, CGS, DJM, JGM , TJG, SIG, RJP, CJG, CIP (cast in place) basis, PRD (percussion rotary drill) basics, RCD (reverse circulation drill) basics; b) one of the JSP to CJG base, pile base, grouting base; c) the base to the RCD base provided with one of the pin to strand bodies (16', 17', 18'); d) or beam, rod, reinforcing bar, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, reinforcing bar cage, grouting material, underground injection material, underground injection material, solidified material, binder, slag, fiber, reinforcing material; the beam or reinforcement member 91' to which one of the pin-strand body is mounted; At least one of the foundation to the RCD foundation; e) or dam, tower, wall, facility, building, housing, bridge, viaduct, road, retaining wall, harbour, levee, ground, bedrock, underground, underground, apartment building, structure, facility, grouting, subterranean injection, one of the geothermal injections of the above basis to RCD basis; and so on (100', 103').

In the present invention, the above a) foundation to RCD basis, b) foundation to grouting basis, c) foundation to RCD basis, d) foundation to RCD basis, e) basis to RCD basis are abbreviated to the above basis to RCD basis. .

Application Example 7 is a foundation provided with the tapered pipe or composite, single pipe or composite, single pipe or tapered pipe, pipe or tapered pipe, wherein the foundation is one of the pile or grouting foundation, and foundation or RCD foundation The basis is also applicable. In the present invention, 'basic; One of these, a foundation characterized in that it is one of a pile to a grouting foundation, a foundation to an RCD foundation, is also expressed as 'a foundation, characterized in that the foundation is one of the pile to grouting foundation, and a foundation to RCD foundation' This is possible. The same expression is possible in other application cases below.

In the present invention, the foundation to the RCD foundation, the foundation to the grouting foundation, etc. are a) the foundation to the RCD foundation, the foundation to the grouting foundation; b) one of the above foundation to RCD foundation, foundation to grouting foundation, pile, pier, caisson, shallow foundation, deep foundation; etc. are applicable. Pile, pile, pier, hooting, caisson, etc. without the term of the foundation among the foundation to RCD foundation, foundation to grouting foundation are a) piles, piles, piers, hooting, caisson; b) or piles, piles, piers, hootings, caisson foundations, shallow foundations, deep foundations; etc. are applicable.

In the present invention, a tube, a plate, a plate and a tube, a tube with a plate, a plate with a tube, a tapered tube - (to) a bolt hole forming a tapered plate having a tapered plate or a tapered tube, etc. (1', 2', 3') is the tapered tube , tapered plate, discontinuous pipe, discontinuous plate, spiked pipe, spiked plate, bundled pipe, protruding pipe, nailed pipe, anchored pipe, tapered plate, tapered plate, tapered plate, tapered plate, tapered plate A taper pipe, a tapered plate with a tapered pipe, a pipe or tapered pipe with a connecting jack, a tapered pipe with a connecting plate, a taper plate with bolt holes, a pipe with a taper plate with bolt holes, or a tapered pipe, etc. are applicable.

In the present invention, the tube (3'), the plate (2'), the plate (2') and the tube (3'), the tube (1', 3') with the plate 2', the plate with the tube (3') ( 1', 2' in a) the pipe 3' is a tapered pipe, a pipe with a connecting jack or a tapered pipe, a tapered pipe with a connecting plate, a pipe with a plate; b) the plate 2' is a tapered plate, a plate with a tapered tube, a tapered plate with a tapered tube, a taper plate with bolt holes; c) the plate 2' and the tubes 1' and 3' include a tapered plate, a tapered tube, and a plate-equipped tube; d) the pipe 1' and 3' with the plate 2' may include a pipe with a tapered plate, a tapered pipe with a plate, a tapered pipe with a tapered plate, a pipe with a taper plate with bolt holes, or a tapered pipe; d) the plates 1' and 2' with the tube 3' include a plate with a tapered tube, a tapered plate with a tube, a tapered plate with a tapered tube; etc. are applicable.

Below, the diameter, height, thickness, etc. of the single pipe or the composite will be described. 1) The diameter 15 of the single pipe or the composite is a) the diameter of the single pipe or the composite; b) the average diameter, the median diameter of the single tube or the composite of the inclined or angled or tapered shape; c) each diameter of inner tube, middle tube and outer tube; d) the average diameter of the two inner and outer tubes; e) the average diameter of three inner and middle tubes and outer tubes; f) the average diameter of the plate diameter or average diameter and the tube diameter or average diameter in plates and tubes; g) the average diameter of the plate diameter or average diameter and the tube diameter or average diameter in plate-bearing tubes; h) the average diameter of the tube diameter or average diameter and the plate diameter or average diameter in the plate with tube; i) also the basis; a boring ball into which teeth are inserted; a bit for excavating a boring hole thereof; a casing for protecting the hollow wall of the boring hole; 70-130% of one of the diameters; etc. are applicable. Here, the range of 70-130% is set as an appropriate value of 70-130% because 70% or less is too small and 130% or more is too large.

2) the height 13 of the single pipe or the composite is changed to a height term instead of a diameter term in 1) a) to h) above a) to h); In addition, i) above 1) 0.7-1.3 times (of 70-130%) of % = 0.7-1.3 times of 70-130% = 70% x (0.7-1.3)-130% x (0.7-1.3) = ( 49-91)-(91-169)% = 49-169% = 49-169% of the diameter of one of the above 2-2) foundation to casing; etc. are applicable. Here, the range of 0.7 to 1.3 times is set as an appropriate value of 0.7 to 1.3 times because 0.7 times or less is too small and 1.3 times or more is too large.

3) the thickness 14 of the single pipe or the composite is changed to a height term instead of a diameter term in 1) a) to h) above a) to h); In addition, i) 10 to 30% of the above times = 0.7 to 1.3 times 10 to 30% = 0.7 x (0.1 to 0.3) to 1.3 (0.1 to 0.3) times = (0.07 to 0.21) to (0.13 to 0.39) times = 0.07-0.39 times = 0.07-0.39 times of 49-169% of the diameter of one of the 2-2) foundation to casing whose thickness is 2-2 above = (3.43-19.11)-(11.83-65.91)% = It has a thickness of 2-2 2) 3.43 to 65.91% of the diameter of one of the foundation to the casing; etc. are applicable. Here, when the range of 10 to 30% is set, an appropriate value of 10 to 30% is set because 10% or less is too small and 30% or more is too large.

In the present invention, a tapered pipe, a tapered plate, a tapered type, a pipe with a tapered plate, a tapered pipe with a plate, a plate with a tapered pipe, a tapered pipe with a tapered plate, a tapered plate with a tapered pipe, a pipe or a tapered pipe with a connection jack, a taper with a connection plate a pipe, a tapered plate with a bolt hole, a pipe or a tapered pipe with a taper plate with a bolt hole, etc.; 2) taper, taper term, taper word in either one; 3) beveled, beveled of the present invention or as described in the present invention; etc. are a) taper, taper, bevel, bevel, incremental, point axis, cone, cone shape, bevel 1 to 89 degrees; b) or the shape, shape, shape, appearance, etc. is tapered, taper, inclined, inclined, gradual, point axis, cone, cone, inclined by 1 to 89 degrees; c) or the shape, form, shape, appearance, etc. c1) the line or section line, piece or slot piece, pin or composite, c2) or the line or section line that is inclined or tapered, piece or slot piece, one of fins to complexes; d) taper, taper, bevel, bevel, gradual, point axis, cone, cone shape, 1 to 89 degrees inclination in length or in a certain direction; e) opposite sides are symmetrically inclined; The diameter gradually decreases or increases from the tip or a certain point; f) doing one of a) to e) above; to make; g) the nouns incline, incline; the adjective inclined, the verb inclined; g) the tube, plate, or mold of one of a) to f) above; etc. are also applicable. Therefore, a tapered tube, a tapered plate, etc. is a) the line to the cut line, the piece to the slotted piece, the pin to the composite, b) or the inclined or tapered line to the cut line, the piece to the slotted piece, the pin to the composite, etc. Tubes, plates, etc. formed from or composed of these are also applicable.

In the present invention, round, cylindrical, cone, pin, foot, flat, plate, sawtooth, cylindrical, disc, hollow, filled, film, wall, triangular, square, polygonal, straight, vertical, inclined , curved, curved, concave, convex, protruding, intercepted, incremental, dotted, incrementally axial, tapered, discontinuous, spike, rhombus, ladder, line cut, wall section , wall-picking type, connection plate provided type, connection jack formation, bolt hole formation, inclination or angle of 1 to 89 degrees; Among 1) the circular or wall line type, etc. are: a) the pipe, plate, plate and pipe, plate with plate, pipe with plate, tapered pipe to (to) bolt hole forming tapered pipe or tapered pipe; b) shape, form, shape, plane, line, surface, interior, interior, exterior, exterior, space, wall, exterior wall, film, length, diameter, height, thickness, width, length; A circle, a cylinder, a cylinder, a disc, a hollow, a filling, a film, a wall, a triangle, a square, a polygon, a straight line, a curve, a concave, a convex, an intercept, a line cut, a wall section, a wall cut, etc. ) Connection plate type, connection jack formation, bolt hole formation, etc. are for connection with the foundation: a) The pipe, plate, plate and tube, plate with plate, tube with plate, tapered pipe - (to) taper plate with bolt hole tube or tapered tube; b) A connecting plate, a connecting jack, a bolt hole, etc. are provided, formed, and composed at the tip, one end, one side, and through, etc. of one of them, and 3) the inclination or angle of 1 to 89 degrees is a) the pipe, plate, and plate a pipe, a pipe with a plate, a plate with a pipe, a tapered pipe to (to) a pipe with a tapered plate with a bolt hole or a tapered pipe; b) shape, form, shape, plane, line, surface, interior, interior, exterior, exterior, space, wall, exterior wall, film, length, diameter, height, thickness, width, length; The inclination or angle of the back is 1 to 89 degrees.

In the present invention, 1) a tapered pipe, a plate or a tapered pipe with a connecting plate, a pipe with a connecting jack or a tapered pipe are shown in Figs. 2, 4 (b), 5 (d); 2) A tapered plate, a straight tapered plate, a bolt hole forming taper plate, etc. are shown in Fig. 11 (a); 3) A taper plate, a curved taper plate, a curved taper plate, a bolt hole forming taper plate, etc. are shown in Fig. 11 (b); 4) A pipe with a tapered plate, a single pipe or a composite is shown in Fig. 11 (c); 5) A tapered pipe with a plate, a plate with a tapered pipe, a tapered pipe with a tapered plate, a tapered plate with a tapered pipe, a pipe with a bolt hole formed tapered plate, or a tapered pipe, etc. are shown in Fig. 11 (d); 6) A pipe with a plate, a pipe with a connecting plate, a single pipe or a composite with a plate or a connecting plate, etc. are shown in Figs. 1 to 7; etc. are shown.

In the present invention, a tube, a plate, a single tube or a complex (1', 2', 3'); The inclination or angle (α) of 1 to 89 degrees of the wall, outer wall, shell, wall surface, wall, film, covering, perimeter, edge, perimeter wall, vertical wall, inclined wall, cut wall, cut wall, tapered wall, edge, etc. The slope or angle α ranges from a minimum of 1 degree to a maximum of 89 degrees, indicating that the slope or angle α ranges from 1 degree with a mild or low angle to 89 degrees with a steep or high angle. Here, the inclination or angle (α) is preferably in the range of 1 to 45 degrees rather than 45 to 89 degrees when considering the convenience of construction, installation, etc. of the pipe, plate, single pipe or composite.

In the present invention, a line, a dotted line, a broken line, a slot, a broken line, a cut line, a broken line, a section line; piece, foot, cone, piece, side piece, wall piece, piece, inner tube, middle tube, exterior, line cut piece, slot cut piece; oblique or n lines or intercepts; inclined or n-1 said piece or slotted piece; etc. a) self, body, main body, wall, outer wall, wall, wall, perimeter, perimeter, perimeter wall, vertical wall, inclined wall, cut wall, cut wall, tapered wall, edge, from one end to one point; b) itself, body, body, wall, outer wall, wall, wall, perimeter, edge, circumferential wall, vertical wall, inclined wall, cut-out wall, section wall, tapered wall, edge of the pipe, plate, single pipe or composite, etc.; From one point to one point; It becomes the formation, composition, picking, scribing, etc. on the back.

The foundation of the present invention, one of which is a pile, a pier, a hooting, a caisson, a geothermal foundation, a screw foundation, a well trough foundation, a grouting foundation, a micropile, etc. Plate, discontinuous pipe, discontinuous plate, spiked pipe, spiked plate, bundled pipe, protruding pipe, nailed pipe, anchored pipe, tapered plate, tapered plate, tapered plate, tapered plate plate, tapered pipe with tapered plate , Tapered plate with taper pipe, pipe or taper pipe with connection jack, taper pipe with connection plate, taper plate with bolt hole, pipe or pipe with taper plate with bolt hole; b) a composite of two or more of them (ie, a composite of two or more of the tapered pipe - a pipe with a taper plate forming a bolt hole or a tapered pipe); c) or the tapered tube or complex whose top area is one of 10-150% of the bottom area of the shallow foundation, and 80-200% of the bottom area of the deep foundation;

2) 2-1) one of the above tube, plate, plate and tube, tube with plate, plate with tube, tapered tube or composite (1', 2', 3') a) widened type, b) length or height widened, c) or self (100'), foundation (100'); one of these walls, exterior walls, walls, envelopes, envelopes, perimeters, perimeter walls, vertical walls, sloped walls, cut walls, cut walls, tapered walls, edges, edges; One of 160 is a widened type that is widened in an outward direction (162') or inward direction (161') or inwardly and outwardly (161, 162) or is widened by α degrees, d) of the widened type in which b) widening and c) widening are both one of said tube, plate, plate and tube, tube with plate, plate with tube, tapered tube or composite (1', 2', 3');

In the present invention, the widening type, the extended type, etc. are a) widened type, extended type, inclined type, inclined extended type, extended inclined type, tip extended type; b) b1) manufacturing, production, manufacturing, initial, before use, before one of the following constructions or building load action; b2) at the time of one of the two; b21) broadening, broadening, etc.; b22) one end (20') is wider and wider than the other end (22'); b23) extending from one end 20' to the other end 22'; b24) from one end (20') to a point (21'), expanded, widened; b25) The diameter, cross-sectional area, etc. expand or widen along the length or height direction; b26) self, basis; one of these walls, exterior walls, walls, envelopes, envelopes, perimeters, perimeter walls, vertical walls, sloped walls, cut walls, cut walls, tapered walls, edges, edges; Expanding, widening, etc. outside the back, or expanding or widening in diameter, cross-sectional area, etc.; b27) the tube, plate, single tube or composite (1', 2', 3'), line or cut line (9'), piece or slotted piece (9'); Diameter, cross-sectional area of one of them; etc. the above expansion, widening; It corresponds to the corresponding, etc., or to become the etc. 2, 4 (b), and 11 (d) are examples of this. Here, widening, widening, etc. are one of the prerequisites for facilitating the following expansion. In this way, when the pipe, plate, single pipe or composite is widened, it is easily refraction, expansion, digging expansion, etc. (30 ') while being embedded in the ground, bedrock, etc. There is this.

In the present invention, a tube, a plate, a plate and a tube, a tube with a plate, a plate with a tube, a tapered tube or a composite is a) a tapered tube, a tapered plate, a discontinuous tube, a discontinuous plate, a spike tube, a spike plate, a tube with a bundle, a protrusion Pipe with nail, pipe with anchor, pipe with tapered plate, tapered pipe with plate, plate with tapered pipe, tapered pipe with tapered plate, tapered pipe with tapered pipe, pipe with connecting jack or tapered pipe, tapered pipe with connecting plate , A pipe or a tapered pipe with a bolt hole forming tapered plate, a bolt hole forming tapered plate; b) a composite of two or more of them (ie, a composite of two or more of the tapered pipe - a pipe with a taper plate forming a bolt hole or a tapered pipe); c) or the tapered tube or complex whose top area is one of 10-150% of the bottom area of the shallow foundation, and 80-200% of the bottom area of the deep foundation; etc. are applicable.

2-2) a) Construction, construction, installation, driving (98'), embedding (97'), penetration (97') of the foundation (100'); b) load 120', upper construction, building construction, load action, building load action 120' on the foundation 100'; c) before, during, and after one of the construction or building load action; One or more of itself, its face, surface, tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, multipoint, one point extend (30 '), One of cone extension, wedge extension, flexion extension, refractive extension, flexion extension, tip extension, horizontal extension, taper extension, inward extension, outward extension, inward extension, incision inward extension, incision outward extension, incision inward outward extension (30') The tube to the complex (1', 2', 3'); it is said tube, plate, plate and tube, tube with plate, plate with tube, tapered tube or composite;

The expansion to taper expansion, expansion to incision inward and outward expansion, etc. (30 ') is the tube, plate, plate and tube, plate with tube, tube with plate, single tube inner complex (1', 2) in one or more of the above construction to after. ', 3'), a line to a piece line, a piece to a slotted piece; one side, surface, tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, multi-point, single point, diameter, cross-sectional area; The back becomes the expansion or the incision inwardly outward expansion, etc. 30'. Examples thereof include FIGS. 1, 3, 4 (a), 6, and 11 (c). Here, the tube, plate, single tube or complex by the expansion or incision inward and outward expansion, etc. (30'); One end, one end, from one end to one point; The diameter, area, volume, cross-sectional area, end area, etc. of the back are increased, so that the support force 121' of the foundation is improved, the end support force 121' is improved, movement prevention, flow prevention, settlement prevention, sliding prevention, resistance increase, It contributes to increase in load resistance, increase in foundation friction, and increase in tip resistance.

2-3) or 2-3-1) a) Diameter (15), Inner Diameter, Outer Diameter, Radius, Outer Circumference, Circumference, Width, Longitudinal, Diagonal, Length (13), Height (13), Thickness (14), Cross Section , the distance from the center to one end or corner or edge; b) or a tip, one end, one side, a lower end, an end, an inner, an outer, an outer periphery, a perimeter, a side, an inner and an outer, a head, a multi-point, a one-point; one of x) base (100'); file, peer, hooting, and caisson, which are one of them; y) one of the foundation to the caisson boring hole 96', z) z1) inserted into the bore of the bore, casing 95', rod 93', bit 95', reinforcing bar mesh 91 '), reinforcing bar cage (91'), z2) the foundation to the caisson; one of 70 to 130%, 0.7 to 1.3 times, -70 to +70 mm for one of said diameter to distance of one of

For example, the diameter 15 of the tube, plate, plate and tube, tube with plate, plate with tube, etc. is 70 to 130% of the base diameter, 0.7 to 1.3 times, -70 to +70 mm, etc. , when the base diameter is 1 m = 1000 mm, the diameter 15 of the tube, plate, plate and tube, plate with plate, plate with tube, etc. is 1000 mm × 70 to 130%, 1000 mm × 0.7 to 1.3 times, 1000 mm -70 ∼ +70 mm, etc.

2-3-2) or a) Round, cylindrical, cone, pin, foot, flat, plate, sawtooth, cylindrical, disk, hollow, filled, encapsulated, wall, triangular, square, polygonal, straight , vertical, inclined, curved, curved, concave, convex, protruding, intercepted, incremental, dotted, axial, tapered, discontinuous, spike, rhombus, ladder, line Picking type, wall cutting type, wall cutting type, connecting plate type, connecting jack formation, bolt hole formation, inclination or angle of 1 to 89 degrees; b) a diameter of 70 to 130% of the diameter of one of the foundation, the boring hole into which the tooth is inserted, the bit for excavating the boring hole thereof, and the casing protecting the hole wall of the boring hole; c) 0.7 to 1.3 times the % in height; d) 10-30% of the thickness; e) or e1) line, dotted line, dashed line, slot, broken line, incised line, broken line, intersected line; piece, foot, cone, piece, side piece, wall piece, piece, inner tube, middle tube, exterior, line cut piece, slot cut piece; pins, rods, protrusions, bolts, nails, anchors, strands; a complex of two or more of the above line or strand;

Here, the composite corresponds to a composite of two or more of the lines or strands, a composite of two or more of the lines or intercepts, a composite of two or more of the pieces or a slotted piece, and a composite of two or more of the pins or strands. Here, examples of the composite include a composite to which the line, piece and pin are applied, a composite to which the wire, piece and pin is applied, a composite to which the line, break line and slice line are applied, a composite of a tapered tube to which the line, break line and slice line are applied, the These include a composite to which a piece, a foot, and a lined piece are applied, a single tube to which the piece, a foot, and a lined piece is applied, a complex to which the pin, rod, and protrusion is applied, and an incised tube to which the pin, bar and protrusion is applied, or a complex of foundation.

e2) inclined or n lines to intercept lines; e3) inclined or n-1 said piece or slotted piece; e4) the fins or composites inclined; (herein, the pin or the composite includes a pin, a rod, a protrusion, a bolt, a nail, an anchor, a strand; a composite of two or more of the pins or a strand; and the like); one or more or more of; the tube to the complex (1', 2', 3');

2-4) or 2-4-1) a) one end, one side, from one end to one point, from one end to one point in the direction of the other end; b) or from one end to one point of the wall; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous;

2-4-2) 2-4-2-1) 2-4-2-1-1) The front end, one end, the lower end, the end, the head of oneself or one's own wall; 2-4-2-1-2) or a part that is one of insertion, embedding, construction, installation, penetration, and driving in the ground, the tip, one end, the lower end, the end, the head;

2-4-2-2) the tip to the head; from one of the sites to the head to a point; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; One of the tube to the complex; one or more of

a) equipped, b) or b1) tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam (91'), rod, H-beam, I-beam, reinforcing bar, Steel bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, rebar cage (91'), boring part (96'), perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole (96') ; b2) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; A foundation (100') provided on at least one of the foundations, the foundation comprising: the foundation to the RCD foundation; and so on (100').

The foundation to the micropile of the present invention (the foundation, one of its piles, piers, hootings, caissons, geothermal foundations, screw foundations, well trough foundations, grouting foundations, micropiles), foundations to RCD foundations, etc. (100') According to Application 9: 1) one end (20'); one side (20'); from one end 20' to a point 21'; from one end 20' to the other end 22' to a predetermined point 21'; from a point 21' to one end 20'; towards one end 22' at a certain point 21'; on or in one of a) chamfering (9'), chamfering, chamfering, slotting, chamfering, chamfering (9'), cone-forming, paw-forming, slice-forming, tapering; b) at least two or n such pickings or formations;

2) one of the lines 9', dashed line, dashed line 9', piece 9', foot, cone, piece, side piece, from one end to one end (ie, from a certain point 21' to one end) , a wall piece, a cut piece, a cut part, a line cut part, a cut piece part, a slot cut part, a line cut piece, a slot cut piece (9'); n-1 pieces to slot-picking pieces 9'; either a) expand, widen; b) expanding, broadening outward or inwardly or inwardly; c) pick up with forceps, expand, widen; d) pinched with forceps and extended outwardly, widened; e) the one end (20') on an object having an outer diameter greater than the inner diameter of one (3') of one of the following single tubes or complexes; one side (20'); a piece or a slot-picking piece (9'); Expanded by fitting one of them, widened;

3) toward the one end by one of 1) line drawing and 2) widening; Line or slot picking pieces; one or one of expand, incremental, slope, taper, 1 degree increment, 1 degree dilate, 1 degree slope, 1 degree taper, incremental taper;

1 degree increase, expansion, slope, taper, etc., such as the 1 degree increase, 1 degree expansion, 1 degree slope, 1 degree taper, etc., increase, expand, This is because refraction, expansion, lateral expansion, horizontal expansion, etc. of the above or below pipe, plate, single pipe navigator complex, etc. are possible by or during one of the above or following construction or after, even if it is inclined or tapered.

4) 4a) a portion 9' that is one of 1) line drawing to 3) incremental taper; 4b) towards the one end; 4c) between the one end and the other end or one point; 4d) one side, surface, inner, inner surface, outer, outer surface, piece (9'), foot, cone, piece, side piece, wall piece, piece, cut, line cut, cut piece, a slot-picking part, a line-picking piece, a slot-picking piece (9'); 4-1) at least one of a pin, a rod, a protrusion, a bolt, a nail, an anchor, a strand body (16'); 4-2) a complex (17', 18') of two or more of the pin or strand body; a strand body in which the pin-attached rod, which is one of its complexes, is incorporated with the anchor to which the nail is welded to which the pin-attached rod is mounted; formation of one or more of;

5) The above 4a) to 4d) one slot picking piece is a) installation, construction, driving 98', load 120', loading 120' of the foundation 100'; b) before, during, after, action 120' of one of these; expansion (30') or further expansion (30') upon one or more of; 6) the length or height is reduced by the expansion or additional expansion (30') of the above 5); 7) One of cross-sectional area, planar area, resistance area, friction area, and projected area is increased by one of 5) expansion, additional expansion, and 6) reduction, expansion: 8) in one of the expansion, increase, and additional expansion by improving the bearing capacity of the foundation (121'), improving the tip bearing capacity (121'), preventing movement, preventing flow, preventing deformation, preventing settlement, preventing sliding, increasing resistance, increasing load resistance, increasing foundation friction, increasing tip resistance; to be, or to be, one or more of;

A) Single tube (3'), cone tube, double tube, triple tube, multi tube, bundle tube, multi-plate tube, key-in pipe, incision tube, pick tube, dotted tube, section tube, thickening tube, point Expansion tube, incremental tube, incremental tube, inclined tube, tube tube, hollow plate, cut plate, pick plate, dotted plate, cut plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, incremental plate, incremental plate, Slope plate, tapered pipe (3'), tapered plate (2'), pipe with tapered plate (2') (1', 3'), tapered pipe with plate, plate with tapered pipe, tapered pipe with tapered plate, tapered pipe Tapered plate, pipe or tapered pipe with connecting jack, tapered pipe with connecting plate, taper plate with bolt hole, pipe or tapered pipe with taper plate with bolt hole, short pipe with or extending wall or foot or exterior or section, exterior or Multi-tube with or extended with a cut-out appearance or lined appearance or section-lined appearance, bundled tube with or expanded foot or wall foot, keyed-in tube keyed or keyed in the ground, expanded or cross-extended while keyed in the ground Tube, multiple tube whose appearance is expanded while being keyed in the ground, bundle tube whose feet are expanded or fragmented while being keyed into the ground, fragment tube whose slice or slice wall is expanded while being keyed in the ground, extended grid insertion section tube, keyed into the ground A section tube in which the grid is expanded in addition to the section expansion, a section tube in which the grid is expanded to the bent portion of the section or the flank of the section line, a section tube with a line of pull between the section and the grid, at the line of pull when the section is expanded The tube or spike tube provided with a slice tube, a connecting plate or a connecting jack, the other side of which is extended while one side of the grid is pulled by the

B) or B-1) Round, cylindrical, cone, pin, foot, flat, plate, sawtooth, cylindrical, disk, hollow, filled, encapsulated, wall, triangular, square, polygonal, straight, vertical Type, inclined type, curved type, curved type, concave type, convex type, protuberance type, intercept type, incremental type, dot-axis type, incremental-axis type, tapered type, discontinuous type, spike type, rhombus type, ladder type, straight line type , wall section type, wall line picking type, connection plate type, connection jack formation, bolt hole formation, inclination or angle of 1 to 89 degrees; B-2) a diameter of 70 to 130% of the diameter of one of the foundation, the boring hole into which the tooth is inserted, the bit for excavating the boring hole thereof, and the casing protecting the hole wall of the boring hole; B-3) the height is 0.7 to 1.3 times the %; B-4) 10 to 30% of the thickness; B-5) or a) line, dotted line, dashed line, slotted line, broken line, incised line, broken line, intersected line; piece, foot, cone, piece, side piece, wall piece, piece, inner tube, middle tube, exterior, line cut piece, slot cut piece; pins, rods, protrusions, bolts, nails, anchors, strands; a complex of two or more of the above line or strand; a strand body in which the pin-attached rod, which is one of its complexes, is incorporated with the anchor to which the nail is welded to which the pin-attached rod is mounted; b) inclined or n said lines to intercepts; c) beveled or n-1 said piece or slotted piece; d) the fins or composites inclined; forming or having one or more of; at least one or more of the tube, plate, plate and tube, tube with plate, plate with tube;

C) or a) a1) one end, one side, from one end to one point, from one end to one point in the direction of the other end; a2) or from one end to one point of the wall; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; b) b1) b11) the leading end, one end, the lower end, the end, the head of oneself or one's own wall; b12) or a part to be inserted, embedded, constructed, installed, penetrated, or driven into the ground, tip, one end, lower end, end, head; b2) the tip to the head; from one of the sites to the head to a point; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; one of said tube, plate, plate and tube, tube with plate, plate with tube; D) a composite of a combination of two or more of the single tube or tube-equipped plate; E) the above-mentioned single pipe or composite having an upper area of one of 10-150% of the bottom area of the shallow foundation and 80-200% of the bottom area of the deep foundation; one (3') of

x) equipped, y) or y1) tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam 91', rod, H-beam, I-beam, reinforcing bar, Steel bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, rebar cage (91'), boring part (96'), perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole (96') ; y2) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; As the foundation (100') provided on at least one of the foundation, the foundation corresponds to the foundation to the RCD foundation (100').

The foundation to the micropile of the present invention (the foundation, one of its piles, piers, hootings, caissons, geothermal foundations, screw foundations, well trough foundations, grouting foundations, micropiles), foundations to RCD foundations, etc. (100') According to Example 10, self (1', 3'), base (100'); one of these walls, exterior walls, walls, envelopes, envelopes, perimeters, perimeter walls, vertical walls, sloped walls, cut walls, cut walls, tapered walls, edges, edges; Expansion, widening, bending, bending, cone expansion, bending expansion, bending expansion, wedge expansion, oblique expansion, tip expansion, cross-section expansion, volume expansion, horizontal expansion, taper Expansion, inward extension, outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension, bulging, cone divergence, wedge divergence, tapered divergence, 89 degree divergence, 90 degree divergence (30'), or one of the self to the edge in one of the object 110', the ground 110', the rock, the ground, the rock, the excavation part, the drill hole, the boring hole, the grouting hole, the solidification hole, and the slurry drill hole to be one of the expansion to 90 degrees in the outward or inward or inward and outward directions of

a) a1) incremental type, widening type, inclined type, hollow cone type, tapered type, incrementally tapered type, a2) the above-mentioned incremental to tapered type with 1 degree or 1 degree of inclination; a3) from a certain point to one end of the incremental type to the tapered type; a4) the above-mentioned incremental or point-axis tapered type of wall chamfering or sectioning; a5) or yourself, a51) of one of the foundations, axis, length, height, thickness, central axis, installation, embedding, penetration, driving; a52) installation, embedding, penetration, driving in the ground; in the direction or with respect to one or one of the incremental to point axially tapered; a6) or a61) pins, rods, protrusions, bolts, nails, anchors, strands; a62) a complex of two or more of the pin or strand body; a strand body in which the pin-attached rod, which is one of its complexes, is incorporated with the anchor to which the nail is welded to which the pin-attached rod is mounted; one or more of the following; a7) the increment type or the point-axis tapered type on which one of the pins or the strand body is mounted; one of

a-1) Single pipe, cone pipe, cone plate, single plate, ring pipe, ring plate, double pipe, triple pipe, multiple pipe, bundle pipe, multiple plate pipe, key-in pipe, cut pipe, pick pipe, dotted pipe, section Tube, incremental tube, incremental tube, incremental tube, incremental tube, inclined tube, tube tube, hollow plate, cut plate, pick plate, dotted plate, cut plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, point Shaft plate, incremental shaft plate, inclined plate, tapered pipe, tapered plate, discontinuous pipe, discontinuous plate, spiked pipe, spiked plate, bundled pipe, protruding pipe, nailed pipe, anchored pipe, tapered plate, taper with plate Pipe, a plate with a tapered pipe, a tapered pipe with a tapered plate, a tapered plate with a tapered pipe, a pipe or a tapered pipe with a connecting jack, a tapered pipe with a connecting plate, a taper plate with a bolt hole, a pipe or a tapered pipe with a taper plate with a bolt hole, a wall or single tube with or extending foot or appearance or section, multiple tube with or expanded appearance or cutout appearance or chamfered appearance or sliced appearance, bundle tube with or extended foot or wall foot, keyed or keyed in the ground Key-in pipe that expands, expansion pipe that expands or slices while being keyed in the ground, multiple pipe that expands while being keyed in the ground, bundle pipe that expands or slices the foot when keyed in the ground, slice or slice wall is keyed in the ground An extended section tube, an extended grid-inserted section tube, a section tube in which the grid is expanded in addition to section expansion while being keyed in the ground, a section tube in which the grid is expanded to the bent portion of the section or the flank of the section line, sugar between the section and the grid A section tube equipped with a seam wire, a section tube in which one side of the grid is pulled by the pulling line when the section is expanded and the other side is expanded, the tube or spike tube provided with a connecting plate or a connecting jack;

a-2) or a-2-1) Circular, cylindrical, cone, fin, foot, flat, plate, sawtooth, cylindrical, disc, hollow, filled, encapsulated, wall, triangular, rectangular, polygonal , straight, vertical, inclined, curved, curved, concave, convex, protruding, intercepted, incremental, dotted, incrementally axial, tapered, discontinuous, spike, rhombus, ladder , line cutting type, wall section type, wall line cutting type, connection plate provided type, connection jack formation, bolt hole formation, inclination or angle of 1 to 89 degrees; a-2-2) 70 to 130% of the diameter of one of the foundation, the boring hole into which the tooth is inserted, the bit for excavating the boring hole thereof, and the casing protecting the hole wall of the boring hole; a-2-3) the height is 0.7 to 1.3 times the %; a-2-4) 10 to 30% of the thickness; a-2-5) a-2-5-1) line, dotted line, dashed line, slot, broken line, incised line, broken line, intercepted line; piece, foot, cone, piece, side piece, wall piece, piece, inner tube, middle tube, exterior, line cut piece, slot cut piece; pins, rods, protrusions, bolts, nails, anchors, strands; a complex of two or more of the above line or strand; a strand body in which the pin-attached rod, which is one of its complexes, is incorporated with the anchor to which the nail is welded to which the pin-attached rod is mounted; a-2-5-2) inclined or n number of lines to intercepts; a-2-5-3) inclined or n-1 pieces or slotted pieces; a-2-5-4) the slanted pin to the complex; forming or having one or more of; at least one or more of the tube, plate, plate and tube, tube with plate, plate with tube;

a-3) or a-3a) 1) one end, one side, from one end to one point, from one end to one point in the direction of the other end; 2) or from one end to one point of the wall; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; a-3b) a-3b1) a-3b11) the tip, one end, the bottom, the end, the head of oneself or one's own wall; a-3b12) or a part that is one of insertion, embedding, construction, installation, penetration, and driving in the ground, the tip, one end, the lower end, the end, the head; a-3b2) the tip to the head; from one of the sites to the head to a point; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; one of said tube, plate, plate and tube, tube with plate, plate with tube; a-4) a composite of a combination of two or more of the above single tube to tube-equipped plate; a-5) the single pipe or complex having an upper area of either 10 to 150% of the lower area of the shallow foundation or 80 to 200% of the lower area of the deep foundation;

b) inner tube (3-1), middle tube (3-2), outer tube (3-3), inner plate having one of the same or different length (13), height (13), diameter (15), thickness (14) , the middle plate, at least one of the outer plate, the single pipe or complex (1', 2', 3') of which one or more of the increasing type to the point-axis tapered type; c) length (13), height (13), diameter (15), in the order of inner tube (3-1), middle tube (3-2), outer tube (3-3), inner plate, middle plate, outer plate, or in reverse order; one of the thicknesses 14 is long or thick, the single tube or composite; One of 1) equipped,

2) or 2a) tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam 91', rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame , steel pipe, steel bar, reinforcing bar network, reinforcing material, reinforcing bar cage (91'), boring part (96'), perforation part, excavation part, grouting part, grouting hole, boring hole, drilling hole (96'); 2b) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; As the foundation (100') provided on at least one of the foundation, the foundation corresponds to the foundation to the RCD foundation (100').

The foundation to micropile, foundation to RCD foundation, etc. (100') of the present invention is 1) a) itself (1', 3') according to application example 11; its body, wall, outer wall, sheath, sheath, body, main body, wall, wall, cylinder, circumference, perimeter, edge, circumferential wall, vertical wall, inclined wall, incised wall, intersecting wall, tapered wall, edge; a front end 20', one end 20', one side 20', a lower end, an end, an inner, an outer, an outer periphery, a perimeter, a side, an inner and a outer, a head 20' of one of the self to the edge; In one of a) a point (21'), a point (21'); b) 1/2 point, 1/3 point, 2/3 point, 1/4 point, 3/4 point, 1/5 point, 2/5 point of full length or height of oneself (1', 3') , point 3/5, point 4/5, point 1/n; up to one of; b) or 1, 2, 3, 4, 5, from one point to one of the points 1/n in the direction of the other end 22' of the front end to the head in the direction of one (20') of the tip to the head; 6, n, one of many (9') of incision, cutting, picking, scribing, cutting, punching, breaking,

2) by one (9') of the above incision or break: a) a piece, a foot, a cone, a piece, a side piece, a wall piece, a piece, a cut piece, a pick piece, a line cut piece, a slot piece piece (9'); b) a line, part, region, slot, line, dashed line, dashed line, broken line 9' of one of the incisions and breaks (9'); c) one of said 1, 2, 3, 4, 5, 6, n, a plurality of said lines to broken lines (9'); d) or one of 1, 2, 3, 4, 5, n-1, many-1 number of said pieces to slot picking pieces 9'; One of them is formed,

3) one of the line to the broken line 9', the piece to the slotted piece 9' is a) the foundation 100'; or of the base 100' equipped with its own (1', 3'); construction, construction, installation, driving (98'), purchase (97'), penetration (97'); b) foundation 100'; Or self (1', 3') provided with a foundation (100'); load on (120'), upper construction, building construction, load action, building load action (120'); c) before, during, and after one of the construction or building load action; on one or more of, or upon one,

a) flexion (30'), extension (30'), cone extension, wedge extension, oblique extension, horizontal extension, outward extension, tip extension, cross-section extension, volumetric extension, flexion extension, lateral extension, taper extension, inward extension , outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension (30'); b) from one of said self to head to one of said points 1 to 1/n; or from one of the front end to the head to one of the one point to 1/n point in the direction of the other end of the front end to the head; the bending to incision inward and outward expansion (30'); c) the number of one of 1, 2, 3, 4, 5, 6, n, many; or one of 1, 2, 3, 4, 5, n-1, and many-1; become one of

4) the other end 22'; or the total length or height of oneself (1', 3') at the opposite side of one of the heads - (minus) 1/2 point, 1/3 point, 2/3 point, 1/4 point, 3/4 point, point 1/5, point 2/5, point 3/5, point 4/5, point 1/n; up to one of them,

or the full length or height of the self (1', 3') - 1/2 point, 2/3 point, 1/3 point, Point 3/4, point 1/4, point 4/5, point 3/5, point 2/5, point 1/5, point {(n/n) - point (1/n)}; up to one of the one of the bending or the incision inward and outward extension (30') supports, supports, supports, or braces one (9') of the piece or the slotted piece,

5) the foundation 100' by at least one of the incision through breaking, forming, bending through incision and outward expansion; its tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head; one of the areas or cross-sectional area is increased, and 6) the support force 121' of the foundation 100' is improved, and the tip support force 121' is improved by at least one of incision or breakage, formation, bending or incision inward/outward expansion, and increase. ) improvement, movement prevention, flow prevention, fluctuation prevention, settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase.

A) the single pipe or the connecting plate or the pipe or the spike pipe provided with the connecting jack, B) or B-1) circular or inclined or angle of 1 to 89 degrees; B-2) a diameter of 70 to 130% of the diameter of one of the foundation, the boring hole into which the tooth is inserted, the bit for excavating the boring hole thereof, and the casing protecting the hole wall of the boring hole; B-3) the height is 0.7 to 1.3 times the %; B-4) 10 to 30% of the thickness; B-5) a) line to ring; b) inclined or n said lines to intercepts; c) beveled or n-1 said piece or slotted piece; d) the fins or composites inclined; forming or having one or more of; at least one or more of the tube, plate, plate and tube, tube with plate, plate with tube;

C) or a) a1) one end, one side, from one end to one point, from one end to one point in the direction of the other end; a2) or from one end to one point of the wall; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; b) b1) b11) the leading end, one end, the lower end, the end, the head of oneself or one's own wall; b12) or a part to be inserted, embedded, constructed, installed, penetrated, or driven into the ground, tip, one end, lower end, end, head; b2) the tip to the head; from one of the sites to the head to a point; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; one of said tube, plate, plate and tube, tube with plate, plate with tube;

D) a composite of a combination of two or more of the single tube or tube-equipped plate; E) the above-mentioned single pipe or composite having an upper area of one of 10-150% of the bottom area of the shallow foundation and 80-200% of the bottom area of the deep foundation; one of

x) equipped, y) or y1) tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, reinforcing bar cage, boring part, perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole; y2) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; As the foundation (100') provided on at least one of the foundation, the foundation corresponds to the foundation to the RCD foundation (100').

According to Application Example 12, the foundation to micropile, foundation to RCD foundation, etc. (100') of the present invention is A) 1) 1-1) a) 1,000 to 20,000 gauss magnetic field in addition to vibration or frequency by 10 to 150 dB vibration of vibration, frequency; or vibration by the magnetic field, frequency; b) or a vibration or frequency of 10 to 150 dB vibration in addition to the vibration or frequency caused by a magnetic field of 1,000 to 20,000 gauss; or the vibration caused by the vibration, the frequency; A magnetized vibrator 81', a vibrating magnetizer, a vibrating complex, a magnetized vibrator, and a vibrating magnetizing complex 81' in which vibration is generated or radiated by one or more of the following; (Here, the shape of the magnetizing vibrator or the vibrating magnetization complex can be a rod, a barrel, a block, a cylinder, a square, a triangle, a polygon, etc.)

1-2) or a device, set, barrel, box, pack, bottle, container, device, appliance, tool, machine, device, equipment, means, facility equipped with one of the above magnetizing vibrator or vibratory magnetizing complex , equipment, pumps, drones, machines, vehicles, formwork, hoppers, tubes, tanks, pipes, systems, compressors; have gone through one or more of; or subjected to vibration, magnetic field, or any combination thereof;

1a) water, water, liquid, liquid, oil, qi, high (固), material (劑), ash (材), powder (粉), medicine (藥), sol, gel, substance, material, material, raw material, sample, solution, mortar, milk, chemical, mixing water, mixing material, shaking material, cement, ready-mixed concrete, asphalt concrete, slurry, suspension, asphalt, resin, cement water, asphalt water, paste, plaster, concrete, pouring material, injection material, grouting material, underground injection material, slurry, bentonite slurry, cement mortar, cement concrete, asphalt concrete; 1b) the water or asphalt concrete 86' used for excavation or injection of underground or boring holes;

The number to asphalt concrete, etc. (86') is a) a foundation (100'); b) its sphere, body, formwork, formwork, boring hole; c) excavation of the ground 110' for the foundation, excavation of boreholes, injection into the ground, pouring into the ground; It becomes the material 86' used for the etc.

2) 2-1) or b1) vibrator 81'; b2) nutrients in a ratio of 60 to 99 parts by weight of organic substances and 0.9 to 38 parts by weight of inorganic substances; b3) a magnetized vibrator combined with a magnetizer in addition to the vibrator 81'; b4) Vibration by one of the vibrator, magnetizer, and magnetization-vibration combination device 81', magnetic field, and 10-150 dB vibration; microorganisms, Bacillus, Cereus, Subtilis, Pasteuri, bacillus subtilis;

2-2) Phytoncide containing one of the microorganisms or bacillus subtilis, liquid phytoncide, powder phytoncide, biophytoncide, CaMg, CaFe, CaMe, CaCOO, MgFe, MgMe, MgCOO, FeMe, FeCOO CaMgFe, CaMgMe, CaMgCOO, MgFeMe, MgFeCOO, CaMgFeMe, CaMgFeCOO, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- containing agent, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- binder, from CaMgFeMeCOO; One or more of the above water to asphalt concrete; one or more of a) use, use, apply, equip, contain, incorporate, mix, dosing, pour, insert, pour, pour, immerse, impregnate, fumigate, etch, supply, provide, spray, spray, spread, lay down, aeration, reaction, agglomeration, adhesion, coating, plastering, painting; b) or yourself; its substance, material, construction, formwork, mortar, ready-mixed concrete, concrete, excavation part, boring hole; slurry fed to the excavation unit; a grouting material injected into the boring hole; the use or painting of one or more of the above; be one of the

B) or in addition to the above, the tip of itself or its wall for one of the following: to improve the bearing capacity of itself or the foundation itself, to improve the tip bearing capacity, to improve friction, to improve seismic performance, to prevent movement, to prevent flow, to prevent movement, to prevent deformation, and to prevent settling; One end, one side, lower end, end, inside, outside, perimeter, perimeter, side, inside and outside, head, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, reinforcing bar As a foundation 100' in which one or more of the single pipe or the spike pipe is provided in one of the cages, the foundation corresponds to the foundation or the RCD foundation 100'.

The magnetizing vibrator or the vibrating magnetization complex device 81' may include a) the group (器, 機) to the compressor; It can be provided, mounted, mounted, attached, etc. on one side, front, rear, left, right, surface, inside, inside, inside, inside, outside, outside, outside, outside, around, outside, etc., b) this In the case where the group (器, 機) or the compressor, etc. have a function of generating vibration, magnetic field, etc., radiation, etc., or c) the passing material is the magnetized vibrator or the vibrating magnetization complex, the group (器, 機) or the compressor, etc. through vibration, magnetic field, etc. Examples of the provision include inserting the magnetized vibrator or the vibrating magnetization complex into the device or the compressor, inserting it into a cradle, and attaching it to the inner surface. The equipment (器, 機) corresponds to a manufacturing machine, a feeder, a mixing machine, a pouring machine, a sprayer, a water fountain, a laying machine, a packaging machine, a curing machine, a multi-function machine, a machine such as a certain object, a machine such as a certain device, and the like.

The basic to micropile, basic to RCD foundation, etc. (100') of the present invention is A) 1) 1-1) a) a power supply unit 131' providing one of power, AC, and DC; a converter 132' for converting one of the power and AC into DC; an inverter 133' for converting or amplifying one of the power and DC into AC or constant voltage and constant frequency AC; a switching unit 134' for switching and supplying one of the power, AC, and DC, or adjusting a flow direction of one of the power, AC, and DC; a detection unit 135' for detecting one of AC, DC, and power supplied from one of the power supply unit, the converter, the inverter, and the switching unit; a control unit 136 for controlling one conduction pattern of the converter, inverter, switching unit, and detection unit, or controlling one or more of the power, AC, and DC size, continuity, conduction, and cutoff; Vibration generated by the rotation of a rotating body connected to the rotation shaft of the motor 137 ′ including one or more of, or vibration or 10-150 dB vibration generated in the case 138 ′ into which the motor is inserted by the rotation before, during, after; a front end, a middle end, a rear end, the same point, and a separate point of the vibration generating position; A vibrator generating one of a magnetic field in at least one of a magnetic field, a magnetic field having a magnetic flux density (B) of magnetic permeability (μ) × magnetic field strength (H), and a magnetic field having a magnetic flux density (B) of 1,000 to 20,000 Gauss or 0.1 to 2 Tesla (81'), a magnetized vibrator, a magnetized vibrator combined device (81'); b) before, during and after the magnetic field; a front end, a middle end, a rear end, the same point, and a separate point of the magnetic field generating position; a magnetizer (81'), a vibrating magnetizer, and a vibrating magnetization complex (81') that generate the vibration or 10 to 150 dB vibration in at least one of them;

1-2) or the above magnetized vibrator or vibrating magnetization complex machine, etc. (81') equipped, mounted, inserted, embedded, inserted, attached, welded, combined, combined, etc. , pack, bottle, vessel, appliance, appliance, tool, machine, device, equipment, tool, facility, equipment, pump, drone, machine, vehicle, formwork, hopper, tube, tank, pipe, system, compressor; have gone through one or more of; or subjected to vibration, magnetic field, or any combination thereof;

1a) water, water, liquid, liquid, oil, qi, high (固), material (劑), ash (材), powder (粉), medicine (藥), sol, gel, substance, material, material, raw material, sample, solution, mortar, milk, chemical, mixing water, mixing material, shaking material, cement, ready-mixed concrete, asphalt concrete, slurry, suspension, asphalt, resin, cement water, asphalt water, paste, plaster, concrete, pouring material, injection material, grouting material, underground injection material, slurry, bentonite slurry, cement mortar, cement concrete, asphalt concrete; 1b) the above water or asphalt concrete used for excavation or injection of underground or boring holes;

2) 2-1) or b1) vibrator 81'; b2) nutrients in a ratio of 60 to 99 parts by weight of organic substances and 0.9 to 38 parts by weight of inorganic substances; b3) a magnetized vibrator combined with a magnetizer in addition to the vibrator 81'; b4) Vibration by one of the vibrator, magnetizer, and magnetization vibrator complex, magnetic field, and 10-150 dB vibration; microorganisms, Bacillus, Cereus, Subtilis, Pasteuri, bacillus subtilis;

2-2) Phytoncide containing one of the microorganisms or bacillus subtilis, liquid phytoncide, powder phytoncide, biophytoncide, CaMg, CaFe, CaMe, CaCOO, MgFe, MgMe, MgCOO, FeMe, FeCOO CaMgFe, CaMgMe, CaMgCOO, MgFeMe, MgFeCOO, CaMgFeMe, CaMgFeCOO, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- containing agent, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- binder, from CaMgFeMeCOO; One or more of the above water to asphalt concrete; one or more of a) use, use, apply, equip, contain, incorporate, mix, dosing, pour, insert, pour, pour, immerse, impregnate, fumigate, etch, supply, provide, spray, spray, spread, lay down, aeration, reaction, agglomeration, adhesion, coating, plastering, painting; b) or yourself; its substance, material, construction, formwork, mortar, ready-mixed concrete, concrete, excavation part, boring hole; slurry fed to the excavation unit; a grouting material injected into the boring hole; the use or painting of one or more of the above; be one of the

B) or in addition to the above, to improve one's own or the foundation's own bearing capacity, improve tip bearing capacity, improve frictional force, improve seismic performance, prevent movement, prevent flow, prevent movement, prevent deformation, and prevent settling; Front end, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame of the film, circumferential wall, etc. 160 , a steel pipe, a steel bar, a reinforcing bar network, a reinforcing material, as a foundation 100 ′ in which one or more of the single pipe or a spike pipe is provided in one of the reinforcing bar cage, and the foundation corresponds to the foundation to the RCD foundation 100 ′.

When vibration, magnetic field, vibrator, magnetizer, etc. are inserted, input, supplied, etc. in the incubator or decomposer, the efficiency of culturing microorganisms is improved.

According to Application Case 14, the foundation to micropile, foundation to RCD foundation, etc. (100') of the present invention is 1) at the time of manufacturing (shoe, tip shoe, etc.) or before insertion into the ground, one end is first expanded or the one end is thereby In addition to the first increase in diameter or cross-sectional area of

2) a) the ground, the bottom of the boring hole, the bottom of the excavation part, the slime (99') in the boring hole extension (30'); a secondary increase in the diameter or cross-sectional area of the one end; b) the tertiary expansion (30') of the one end by the insertion pressure during the insertion; a tertiary increase in the diameter or cross-sectional area of the one end; c) driving 98' or fourth expansion 30' of the end by driving at the time of insertion; a fourth increase in the diameter or cross-sectional area of the one end; d) the fifth extension of the one end by one (120') of a load, a load, a load load, a building load, and a structure load on its own upper part; 5th increase in diameter or cross-sectional area of the one end by this;

3) By at least one of the above expansion and increase, the bearing capacity 121' is improved, the tip extension, the tip bearing capacity is improved, the frictional force is improved, the earthquake resistance, the vibration resistance, the earthquake resistance performance is improved, the movement prevention, the flow prevention, the deformation prevention, the settlement prevention , preventing sliding, increasing resistance, increasing load resistance, increasing foundation friction, increasing tip resistance;

being or contributing to one or more of a) a shoe, a leading shoe; b) or pins, rods, protrusions, bolts, nails, anchors, strands; a composite of two or more of the pin or strand body; One of these complexes is a pin attaching rod, a pin attaching rod mounting protrusion, a pin attaching bar mounting protrusion Mounting bolt, a pin attaching rod mounting protrusion Mounting bolt Welding nail, a pin attaching rod mounting protrusion Mounting bolt Welding nail Fastening anchor, a pin attached rod a strand body in which an anchor to which a nail is welded to which a bolt is mounted on which the protrusion is mounted; a shoe equipped with one of a shoe, a tip shoe; Back (1', 3') x) itself (100'), y) its tip, one end, one side, bottom, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam (91'), Bar, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, rebar cage (91'), boring part (96'), drilling part, excavation part, grouting part, grouting part , boring holes, drilling holes 96'; z) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; equipped in one

A) foundation 100'; One of these is pile, pier, hooting, caisson, buried pile, driving pile, suspending pile, geothermal pile, geothermal foundation, shallow foundation, deep foundation, block foundation, steel foundation, screw foundation, well pit foundation, concrete foundation, grouting foundation , micropile 100'; or beam, rod, reinforcing bar, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, reinforcing bar cage, grouting material, underground injection material, underground injection material, solidifying material, binder, slag, fiber, reinforcing material; the beam or reinforcing member to which one of the pin-strand body is mounted; the base to micropile containing at least one of; etc., or B) or as a basis, wherein the basis is the file or micropile; etc. are applicable. Here, the excavation part of the above and below corresponds to an excavation part, an excavation hole, an excavation part, a grouting part, a grouting hole, a boring hole, a perforation part, a perforation part, and the like.

The foundation to micropile, foundation to RCD foundation, etc. (100') of the present invention is A) according to Application Case 15 1) One end is first expanded during manufacture or before underground insertion, or thereby the diameter or cross-sectional area of the one end is the first In addition to the increase,

2) a) secondary expansion of the one end by its own weight when inserted into one of the ground, the bottom of the boring hole, the bottom of the excavation part, the slime bottom ground in the boring hole, and the slime bottom ground in the excavation part; a secondary increase in the diameter or cross-sectional area of the one end; b) tertiary expansion of the one end by the insertion pressure during the insertion; a tertiary increase in the diameter or cross-sectional area of the one end; c) quaternary expansion of the end by driving or driving at the time of insertion; a fourth increase in the diameter or cross-sectional area of the one end; d) 5th expansion of the one end by one of load, load, load load, building load, and structure load on its own upper part; 5th increase in diameter or cross-sectional area of the one end by this;

3) by one or more of the above expansion and increase, bearing capacity improvement, tip extension, tip bearing capacity improvement, surface friction improvement, earthquake resistance, vibration resistance, seismic performance improvement, movement prevention, flow prevention, deformation prevention, settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase;

At least one of the single pipe or spike pipe being or contributing to at least one of the single pipe or the spike pipe, or the single pipe or the spike pipe equipped with one of the pin to the strand body (wherein the details of the single pipe or the spike pipe, the pin to the strand body, etc. are (Refer to application case 15)

x) self, y) its tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe , steel bar, rebar mesh, reinforcing material, reinforcing bar cage, boring part, perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole; z) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; provided in one of the

B) or in addition to the above 1) 1-1) a) the power supply unit 131', the converter 132', the inverter 133', the switching unit 134', the detection unit 135', the control unit 136 Before, during, and after the vibration or 10-150 dB vibration generated by the rotation of the rotating body connected to the rotating shaft of the motor including one or more of, or generated in the case in which the motor is inserted by the rotation; a front end, a middle end, a rear end, the same point, and a separate point of the vibration generating position; A vibrator generating one of a magnetic field in at least one of a magnetic field, a magnetic field having a magnetic flux density (B) of magnetic permeability (μ) × magnetic field strength (H), and a magnetic field having a magnetic flux density (B) of 1,000 to 20,000 Gauss or 0.1 to 2 Tesla , a magnetized vibrator, a magnetized vibrator combined device (81'); b) before, during and after the magnetic field; a front end, a middle end, a rear end, the same point, and a separate point of the magnetic field generating position; a magnetizer, a vibrating magnetizer, and a vibrating magnetization complex (81') that generate the vibration or 10 to 150 dB vibration in at least one of them;

1-2) or a device (器, 機), a set, a container, a box, a pack, a bottle, a container, an appliance, a tool, a tool, a machine, a device, a device equipped with one of the above magnetizing vibrator or vibrating magnetization complex machine (81') , tool, facility, equipment, pump, drone, machine, vehicle, formwork, hopper, tube, tank, pipe, system, compressor; have gone through one or more of; or subjected to vibration, magnetic field, or any combination thereof;

1a) water, water, liquid, liquid, oil, qi, high (固), material (劑), ash (材), powder (粉), medicine (藥), sol, gel, substance, material, material, raw material, sample, solution, mortar, milk, chemical, mixing water, mixing material, shaking material, cement, ready-mixed concrete, asphalt concrete, slurry, suspension, asphalt, resin, cement water, asphalt water, paste, plaster, concrete, pouring material, injection material, grouting material, underground injection material, slurry, bentonite slurry, cement mortar, cement concrete, asphalt concrete; 1b) the above water or asphalt concrete used for excavation or injection of underground or boring holes;

2) 2-1) or a) vibrator; b) nutrients in a ratio of 60 to 99 parts by weight of organic substances and 0.9 to 38 parts by weight of inorganic substances; c) a magnetized vibrator equipped with a magnetizer in addition to the vibrator; d) Vibration by one of the vibrator, magnetizer, and magnetization vibrator complex, magnetic field, and 10-150 dB vibration; microorganisms, Bacillus, Cereus, Subtilis, Pasteuri, bacillus subtilis;

2-2) Phytoncide containing one of the microorganisms or bacillus subtilis, liquid phytoncide, powder phytoncide, biophytoncide, CaMg, CaFe, CaMe, CaCOO, MgFe, MgMe, MgCOO, FeMe, FeCOO CaMgFe, CaMgMe, CaMgCOO, MgFeMe, MgFeCOO, CaMgFeMe, CaMgFeCOO, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- containing agent, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- binder, from CaMgFeMeCOO; One or more of the above water to asphalt concrete;

one or more of x) exploitation, use, application, provision, containment, mixing, mixing, dosing, pouring, inserting, pouring, pouring, immersion, impregnation, fumigation, etching, supply, provision, spraying, spraying, sprinkling, laying, aeration, reaction, agglomeration, adhesion, coating, plastering, painting; y) or yourself; its substance, material, construction, formwork, mortar, ready-mixed concrete, concrete, excavation part, boring hole; slurry fed to the excavation unit; a grouting material injected into the boring hole; the use or painting of one or more of the above; As one of the foundations (100'), the foundation corresponds to the above-mentioned foundation to the RCD foundation (100').

According to Application Case 16, the foundation to micropile, foundation to RCD foundation, etc. (100') of the present invention 1) during manufacture or before insertion into the ground, the diameter or cross-sectional area of one end (20') is an excavated part, a drilling hole, or a boring It is smaller than the diameter or cross-sectional area of the hole, boring hole, grouting hole, etc. (96'), and before expansion after being inserted into the ground, it is kept inside (71) in the vertical projection line 70 of the side wall of one of the excavation part or the grouting hole,

2) after insertion into the underground 110'; 3) or after expansion (30') by insertion into the ground; 4) or a) the ground, the bottom of the boring hole, the bottom of the excavation part, the slime bottom ground in the boring hole, the first expansion of the end by its own weight when inserted into one (110') of the slime bottom ground in the excavation part (30) '); a first increase in the cross-sectional area of the one end by this; b) the secondary expansion (30') of the one end by the insertion pressure during the insertion; a secondary increase in the cross-sectional area of the one end by this; c) tertiary expansion (30') of the one end by driving or driving at the time of insertion; a tertiary increase in the cross-sectional area of the one end by this; d) the fourth extension (30') of the one end by one of a load, a load, a load load, a building load, and a structure load on its own upper part; a fourth increase in the cross-sectional area of the one end by this; on or by one or more of;

a diameter or a cross-sectional area of the one end is greater than a diameter or a cross-sectional area of one of the excavation part or the grouting hole; from the vertical projection line 70 of the side wall of one of the excavation to the grouting hole to the outside 72; Remaining from the inner side (71) to the outer side (72) of the vertical projection line (70) of one side wall of the excavation or the grouting hole; the enlargement increased by 3 to 70%; the outer side is the outer side 72 of the vertical projection line 70 of the side wall of one of the excavation part or the grouting hole to a distance of 3 to 70% of the diameter of one of the excavation part or the grouting hole; One of the shoe, tip shoe (1', 3'), etc. x) itself (100'), y) tip, one end, one side, lower end, end, inner, outer, outer circumference, circumference, side , interior and exterior, head, beam (91'), rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, rebar cage (91'), boring part (96'), perforation, excavation, grouting, grouting, boring, excavating hole 96'; z) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; provided on one of 1) a) a foundation 100'; b) one of these b1) the foundation to micropile, the foundation to the RCD foundation; 2) or as a basis, wherein the basis is the pile to micropile, the basis to the RCD basis; and so on (100').

1) The range of 3 to 70% is set within the range between 3% or less because the degree of expansion is weak, and when it is 70% or more, the degree of expansion is too large. 2) For example of 'the increase is 3 to 70% larger', if the diameter of the excavated part is 30 cm, the diameter of one end of the shoe, short pipe, etc. is 30 × 0.03 to 0.7 = 0.9 to 21 cm larger than the diameter of the excavated part applicable. 3) And as an example of 'the outside is the outside of the vertical projection line of the sidewall of the excavation to a distance of 3 to 70% of the diameter of the excavation part', when the diameter of the excavation part is 30 cm, the outside is the vertical projection line of the sidewall of the excavation part 30 × 0.03 to 0.7 = 0.9 to 21 cm of the diameter of the excavation to the outside, and the like.

According to Application Case 17, the foundation to micropile, foundation to RCD foundation, etc. (100') of the present invention is A) 1) During manufacture or before insertion into the ground, the diameter or cross-sectional area of one end is an excavated part, a drilling hole, a boring hole, It is smaller than the diameter or cross-sectional area of a boring hole or a grouting hole, and is kept inside in the vertical projection line of one side wall of the excavation part or the grouting hole before expansion after insertion into the ground,

2) after insertion into the ground; 3) or after expansion by being inserted into the ground; 4) or a) the first expansion of the one end by its own weight when inserted into one of the ground, the bottom of the boring hole, the bottom of the excavation part, the slime bottom ground in the boring hole, and the slime bottom ground in the excavation part; a first increase in the cross-sectional area of the one end by this; b) secondary expansion of the one end by the insertion pressure during the insertion; a secondary increase in the cross-sectional area of the one end by this; c) tertiary expansion of the end by driving or driving at the time of insertion; a tertiary increase in the cross-sectional area of the one end by this; d) the fourth expansion of the end by one of load, load, load load, building load, and structure load on its own upper part; a fourth increase in the cross-sectional area of the one end by this; on or by one or more of;

a diameter or a cross-sectional area of the one end is greater than a diameter or a cross-sectional area of one of the excavation part or the grouting hole; from the vertical projection line of one side wall of the excavation to the grouting hole to the outside; Retaining from the inside to the outside of the vertical projection line of one side wall of the excavation or grouting hole; the enlargement increased by 3 to 70%; up to a distance of 3 to 70% of the diameter of the excavation part to the outside of the vertical projection line of the side wall of one of the excavation part or the grouting hole; at least one of the above or below single pipe to spike pipe being or contributing to at least one of x) itself, y) its tip or borehole; z) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; provided in one of the

B) or in addition to the above 1) 1-1) a) the power supply unit 131', the converter 132', the inverter 133', the switching unit 134', the detection unit 135', the control unit 136 Before, during, and after the vibration or 10-150 dB vibration generated by the rotation of the rotating body connected to the rotating shaft of the motor including one or more of, or generated in the case in which the motor is inserted by the rotation; a front end, a middle end, a rear end, the same point, and a separate point of the vibration generating position; A vibrator generating one of a magnetic field in at least one of a magnetic field, a magnetic field having a magnetic flux density (B) of magnetic permeability (μ) × magnetic field strength (H), and a magnetic field having a magnetic flux density (B) of 1,000 to 20,000 Gauss or 0.1 to 2 Tesla , a magnetized vibrator, a magnetized vibrator combined device (81'); b) before, during and after the magnetic field; a front end, a middle end, a rear end, the same point, and a separate point of the magnetic field generating position; a magnetizer, a vibrating magnetizer, and a vibrating magnetization complex (81') that generate the vibration or 10 to 150 dB vibration in at least one of them;

1-2) or one or more of the above-mentioned group or compressor provided with one of the above-mentioned magnetizing vibrator and vibrating magnetization complex; or subjected to vibration, magnetic field, or any combination thereof; 1a) the above water to asphalt concrete; 1b) the above water or asphalt concrete used for excavation or injection of underground or boring holes;

2) 2-1) or a) vibrator; b) nutrients in a ratio of 60 to 99 parts by weight of organic substances and 0.9 to 38 parts by weight of inorganic substances; c) a magnetized vibrator equipped with a magnetizer in addition to the vibrator; d) Vibration by one of the vibrator, magnetizer, and magnetization vibrator complex, magnetic field, and 10-150 dB vibration; microorganisms, Bacillus, Cereus, Subtilis, Pasteuri, bacillus subtilis;

2-2) Phytoncide containing one of the microorganisms or bacillus subtilis, liquid phytoncide, powder phytoncide, biophytoncide, CaMg, CaFe, CaMe, CaCOO, MgFe, MgMe, MgCOO, FeMe, FeCOO CaMgFe, CaMgMe, CaMgCOO, MgFeMe, MgFeCOO, CaMgFeMe, CaMgFeCOO, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- containing agent, Ca ⁺² Mg ⁺² Fe ⁺² Me ⁺³ COO ^- binder, from CaMgFeMeCOO; One or more of the above water to asphalt concrete;

one or more of x) exploitation, use, application, provision, containment, mixing, mixing, dosing, pouring, inserting, pouring, pouring, immersion, impregnation, fumigation, etching, supply, provision, spraying, spraying, sprinkling, laying, aeration, reaction, agglomeration, adhesion, coating, plastering, painting; y) or yourself; its substance, material, construction, formwork, mortar, ready-mixed concrete, concrete, excavation part, boring hole; slurry fed to the excavation unit; a grouting material injected into the boring hole; the use or painting of one or more of the above; As one of the foundations (100'), the foundation corresponds to the above-mentioned foundation to the RCD foundation (100').

The foundation to micropile, foundation to RCD foundation, etc. (100') of the present invention is 1) according to application case 18 1) itself (100') or the foundation itself (100'), related mortar, milk, ready-mixed concrete, concrete, Injection material, pouring material, mold injection material, boring hole injection material, grouting material, injection slurry, injection ready-mixed concrete, injection grouting material, pouring concrete, injection concrete, excavation slurry, underground or drilling water of a boring hole (86') a ) microorganisms, nanowater, bacteria, bacillus, cereus, sublily, pasteuri, CaMgFeCOO, zeolite, attapulgite, geopolymer; b) water, sand, gravel, aggregate, material, cement, admixture, binder, waterproofing agent, foaming agent, foaming agent, mortar, ready-mixed concrete, concrete; including one or more of materials 86';

2) in one of the self (100') to the excavation water (86'), microorganisms to geopolymer, water to concrete (86'), and material (86') a) resin, waste powder, iron, stone powder, dust, ash , powder, ocher, mineral, bubble, catalyst, by-product, slag, sludge, ionic water, nanowater, microorganism, bacteria, phytoncide, bacillus, cereus, subtilis, pasteuri, CaMgFeCOO, zeolite, geopolymer; Composite 1 of 40 to 90 Ca component, 5 to 20 Mg component, 4.999 to 20 Fe component, and 0.001 to 20 COO component by weight; Composite 2 of 40 to 90 of the above complex 1, 0.001 to 20 of microorganisms, 9.998 to 20 of phytoncides and 0.001 to 20 of Bacillus by weight; Composite 3 of the above-mentioned Composite 1 or Composite 2 40 to 90, resin 0.001 to 20, ash 9.998 to 20, and catalyst 0.001 to 20 in parts by weight; b) microorganisms that generate carbonate ions through a urease reaction and combine carbonate ions with calcium ions to form carbonate; c) microorganisms that adsorb cations such as calcium ions around themselves (microorganisms) having negative polarity, and combine the cations with carbonate ions or carbonate ions generated by urease reaction to form carbonates; d) certain Ca, Mg, Fe, COO or carboxyl groups; one of these agents, materials, ions, components, elements, substances, inclusions; CaMgFeCOO agent containing at least one of; e) a geopolymer in which at least one of an alkali activator, sodium hydroxide, calcium hydroxide, potassium hydroxide, potassium silicate, and sodium silicate is mixed with certain silica and alumina materials;

f) or 1) Ca ²⁺ + CO ₃ ^2- → CaCO ₃ , 2) CaO + CO ₂ → CaCO ₃ , 3) Ca(OH) ₂ + CO ₂ → CaCO ₃ + H ₂ O, 4) CaO + H ₂ CO ₃ → CaCO ₃ + H ₂ O, 5) Ca(OH) ₂ + H ₂ CO ₃ → CaCO ₃ + 2H ₂ , 6) NaOnSiO ₂ + CO ₂ → Na ₂ CO ₃ + nSiO ₂ , 7) Na ₂ CO ₃ + H ₂ O → 2NaHCO ₃ , 8) Na ₂ OnSiO ₂ + 2CO ₂ + H ₂ O → 2NaHCO ₃ + nSiO ₂ , 9) CO(NH ₂ ) ₂ + 2H ₂ O + CaCl ₂ → CaCO ₃ + 2NH ₄ + Cl ₂ , 10) Cell + Ca ²⁺ + CO ₃ ^2- → Cell + CaCO ₃ , 11) Cell + CaO + CO ₂ → Cell + CaCO ₃ , 12) Cell + Ca(OH) ₂ + CO ₂ → Cell + CaCO ₃ + H ₂ O, 13) Cell + CaO + H ₂ CO ₃ → Cell + CaCO ₃ + H ₂ O, 14) Cell + Ca(OH) ₂ + H ₂ CO ₃ → Cell + CaCO ₃ + 2H ₂ , 15) Cell + NaOnSiO ₂ + CO ₂ → Cell + Na ₂ CO ₃ + nSiO ₂ , 16) Cell + Na ₂ CO ₃ + H ₂ O → Cell + 2NaHCO ₃ , 17) Cell + Na ₂ OnSiO ₂ + 2CO ₂ + H ₂ O → Cell + 2NaHCO ₃ + nSiO ₂ , 18) n (Si ₂ O ₂ , Al ₂ O ₂ ) + 2nSiO ₂ + 4nH ₂ O + NaOH or KOH or Na ₂ SiO ₂ → (NA ⁺ ,K ⁺ ) + (-Si-O-Al-O-Si-O- ) + 4n H ₂ O a substance that reacts with one or more; or one or more of the substances described or related to; or a material, reactant, product, carbonate, geopolymer, reaction product that is reacted or produced in one or more;

g) said a) resin to e) geopolymer containing said reaction product; h) the reaction product containing at least one of a) resins to e) geopolymers; i) one of a) resins to h) reaction products; or containing one or more; i1) water, water, liquid, oil, agent, ash, substance, raw material, sample; i2) the water or concrete; i3) or concrete composed of 10-30 parts by weight of cement, 15-45 fine aggregates, 30-60 coarse aggregates, 0.1-5 admixtures, 10-35 water, and 0.1-3 of one of Composite 1, Composite 2, and Composite 3; including, containing, attaching, spraying, coating, applying one or more of the materials 86';

3) a) at the time of production of a material 86' of one of the self (100') to the drilling water (86'), the microorganism to the geopolymer, and water to the concrete; b) one of compounding, feeding, pouring, or using said material 86'; c) when the pouring of the material 86' is carried out inside the foundation formwork 89'; x) a vibrator 81' which is irradiated or provided with one or more of magnetization and magnetizer, a composite vibrator; y) or a vibrator 81', a vibrator in which at least one of the magnetization and magnetizer is irradiated or provided in addition to the vibrator or vibrator; z) or a vibrator in which the case vibrates or vibrates by rotation of a rotating body connected to the rotation shaft of the motor mounted inside the case 20 ′, or a composite vibrator provided with a magnetizer in the vibrator; One of these uses;

wherein the vibrator 81' includes: a) a vibrator, applying vibration, generating vibration, the vibrator described above; b) Or, in addition to vibration, vibrator, etc., magnetization, at least one of a magnetizer is generated or provided; etc. are applicable. The vibrator 81' is a) a storage 82', a hopper 83', a blender 84', a pump 87', a supply line 88', a construction equipment (2'), a rod ( 93'), ejector, ejector, injector, concrete 86'; b) one of inner, inner, outer, outer, blade 85', rotary blade, mixing blade; It is possible to provide, mount, install, retain, arrange, mount, attach, etc. to the back.

4) the material or pour material 86' a) contacts, passes, passes, flows through the vibrator 81'; b) or subjected to at least one of the magnetization and vibration by the vibrator (81'); or treated with one or more; (By this treatment, the material has improved fluidity, mobility, sprayability, pourability, permeability, injectability, workability, etc.)

5) at least one of the vibrator, magnetization, and vibration is injected, injected, embedded, penetrated, or drawn into the material or pouring material 86';

6) by the vibrator 81' a) the material or pouring material 86' is a1) vibrated, compacted; a2) the formwork 89'; its interior, corner, reinforcement 91'; evenly filled in one or more of the; b) the removal or extraction of air bubbles or air in the material; In addition to being one or more of

7) The tip, one end, one end of the own or own wall for one of the support force 121' improvement of the own 100', the tip support force 121' improvement, movement prevention, flow prevention, motion prevention, deformation prevention, and settlement prevention. One side, lower end, end, inner, outer, outer circumference, perimeter, side, inner and outer, head, beam (91'), rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material , in one of the reinforcing bar cages (91')

a) single tube to spike tube, b) or b1) round to inclined or angle from 1 to 89 degrees; b2) a diameter of 70 to 130% of the diameter of one of the foundation, the boring hole into which the tooth is inserted, the bit for excavating the boring hole thereof, and the casing protecting the hole wall of the boring hole; b3) the height is 0.7 to 1.3 times the %; b4) 10-30% of the thickness; b5) b5-1) line to ring; b5-2) inclined or n number of lines to intercept lines; b5-3) inclined or n-1 above-mentioned pieces or slotted pieces; b5-4) the fins or composites inclined; forming or having one or more of; at least one or more of the tube, plate, plate and tube, tube with plate, plate with tube;

c) or c-1) 1) one end, one side, from one end to one point, from one end to one point in the direction of the other end; 2) or from one end to one point of the wall; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; c-2) c-2-1) c-2-1-1) the tip, one end, the lower end, the end, the head of oneself or one's own wall; c-2-1-2) or a part that is one of insertion, embedding, construction, installation, penetration, and driving in the ground, the tip, one end, the lower end, the end, the head; c-2-2) the tip to the head; from one of the sites to the head to a point; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; one of said tube, plate, plate and tube, tube with plate, plate with tube;

d) a composite of a combination of two or more of the single tube to tube-equipped plate; e) the single pipe or the composite on which a plate or a hollow plate having a bolt hole for connection therewith is mounted; f) the single pipe or composite having an upper area of one of 10-150% of the bottom area of the shallow foundation, and 80-200% of the bottom area of the deep foundation; One of them is equipped;

8) one of the monotubes or complexes (1', 2', 3'); or on one; or from one end 20' to a certain point 21' in the direction of the other end 22'; a) Cone, Incision (9'), Cut, Picking, Bevel, Dotted, Incremental, Dotted, Dashed, Expanded, Dilated, Broken, Taper, Cone, Bent, Dotted (9'), Tip Expanded, Opened ; b) Picking or picking or picking of two or more points along a line (9'), Picking or Picking (9') of a slot or two or more slots along a line (9'); c) a combination of two or more of a) cone to b) slot picking; d) performing, forming, one of a) cones to c) complexes above; e) formation of a) cones to d) in one or more places; f) one of 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5, 4/5 of the length of one of said single tube to composite in said direction to point a) cone to e) formation; g) forming said a) cone to f) in a direction opposite to said direction or from said predetermined point to one end; be one or more of

9) or a) insert, put in, drop (97'), drive (98') oneself (100'); b) or object, ground, rock, ground bundle, rock bundle 110', boring part, drilling part, excavation part, grouting part, grouting hole, boring hole, drilling hole 96'; Objects under one of the boring part to excavation hole, ground, rock, ground, bedrock (110'); insert, put, drop, drive, mount, install, construct, construct into one of; c) or a building 120', a facility, a structure, a ground facility, a supporting facility on top of the own 100'; one of the load 120', weight, weight; One of load, action; at one time or by one or more of said monotubules to complexes; one of the exterior, middle, and interior; In one of the expanded (30'),

The extension 30' is a) a1) the single tube to the complex; or either inner tube, middle tube, or outer tube; one or more of: a piece, a foot, a cone, a piece, a side piece, a wall piece, a piece, a cut piece, a cut piece, a line cut piece, a slot piece piece 9'; a2) piece, foot, cone, piece, side piece, wall piece, piece, cut piece, pick piece, line cut piece, slot cut piece (9') by one or one of the above 10) a) cone to g) formation; a3) or one of a point, a line, a plane, a dotted line, a vertical, a length, a triangle, a wedge, a slot; or in one form; or said piece, foot, cone, piece, side piece, wall piece, piece, cut piece, pick piece, line piece piece, slot piece piece (9') in one shape; a4) A cut piece between one or more cuts and cuts of the short pipe or exterior, a line cut piece between line drawing and line drawing, a point piece between point drawing and point drawing, and a slot piece piece between slot drawing and slot drawing ( 9'); a5) or a51) pins, rods, protrusions, bolts, nails, anchors, strands; a52) a complex of two or more of the pin or strand body; a strand body in which the pin-attached rod, which is one of its complexes, is incorporated with the anchor to which the nail is welded to which the pin-attached rod is mounted; at least one of the above-mentioned pieces or slot-picking pieces (9') of formation or mounting; one of

bend (30') in ground or rock (110'); or outwardly curved (30'); one of the pieces or slot picking pieces formed by being expanded (30'), cone expansion, wedge expansion, inclined expansion, horizontal expansion, outward expansion, tip expansion, cross-section expansion, volume expansion , flexion extension, lateral extension, taper extension, inward extension, outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension (30'); b) or at least one (1', 3') of the short tube or the outer tube by means of one (30') of the extension or the transverse extension of one of the pieces or the slotted piece (9') (30'); Cone extension, wedge extension, oblique extension, horizontal extension, outward extension, tip extension, cross-sectional extension, volumetric extension, flexion extension, lateral extension, taper extension, inward extension, outward extension, inward extension, incision inward extension, incision outward extension , incision-inside-outward expansion (30'); one of; Alternatively, as a unitary foundation 100', the foundation corresponds to the above-mentioned foundation to the RCD foundation, etc. 100'.

According to Application Case 19, the base to micropile, base to RCD base, etc. (100') of the present invention 1) one (2') of a plate, a disc, a hollow plate, a connecting plate, an incision plate, a slice plate, and a tapered plate or by cutting a steel plate to prepare one (2') of a fixed plate, a circular plate, a hollow plate, a connecting plate, an incision plate, a cut plate, and a tapered plate, 2) forming a bolt hole (4') in the plate, ,

3) to be joined to the plate or to the plate 2', welded, molded, sheet metal, milled, cast, integrated into one of a) a1) single pipe 3', cone pipe, cone plate, double pipe, triple pipe, Multi-pipe, bundle tube, multi-plate tube, key-in pipe, incision tube, pick tube, dotted line tube, section tube, thickening tube, incremental tube, thickening tube, thickening tube, inclined tube, tube tube, hollow plate, cut plate, pick plate, dotted plate, cut plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, gradual plate, incremental plate, inclined plate, tapered tube, tapered plate, discontinuous tube, discontinuous plate, spike tube , spike plate, bundle tube, protrusion pipe, nail pipe, anchor pipe, tapered plate, tapered plate, tapered plate, tapered plate, tapered pipe, tapered pipe, tapered pipe, connecting jack Or tapered pipe, tapered pipe with connecting plate, bolt hole forming taper plate, bolt hole forming pipe or tapered pipe with taper plate, wall or foot or single pipe with or extending face or cut face, face or section face or chamfered face or Multi-pipe with section line forming appearance or expansion, Bundle pipe with or with feet or wall feet, key-in pipe with key in or key in the ground, expansion pipe that expands or slices while being keyed in the ground, exterior with key in the ground This expanding multi-tube, a bundle pipe in which the foot is expanded or sectioned while being keyed in the ground, a section pipe in which the section or section wall is expanded while being keyed in the ground, an expanded grid inserted section pipe, the grid is added to the section expansion while being keyed in the ground The section tube that is expanded, the section tube in which the grid is extended to the bent part of the section or the flaring part of the section line, the section tube provided with a pull line between the section and the grid, when one side of the grid is pulled by the pull line when the section is expanded The other side extended section tube, connecting plate, or the above tube or spike tube equipped with a connecting jack, a2) or round, cylindrical, cone, pin, foot, flat, plate, sawtooth, cylindrical, disk, hollow, filled type , film type, wall type, triangle, square, polygon, straight type, vertical type, Inclined, curved, curved, concave, convex, protuberant, intercepted, incremental, dotted, incrementally axial, tapered, discontinuous, spike, rhombus, ladder, pickled, wall One or more of the above-mentioned pipe, plate, plate and pipe, plate with plate, plate with pipe; a3) a composite (1') of a combination of two or more of the above single-pipe to (-) tube-equipped plates;

b) a double tube composed of an outer tube and an inner tube, and a triple tube consisting of an outer tube and a middle tube and an inner tube; c) a double tube of two different lengths, a triple tube of three different lengths, a long double tube or triple tube in the order of exterior, middle, and inner tube; d) 5-50 cm in length or height; 0.1 to 10% of the basal length; 0.5 to 5 times the basal diameter; One of the single tube to complex; e) the single pipe or composite having a thickness or wall thickness of 0.1 to 50% of the base thickness or diameter; f) constant cone, incision, cut, pluck, bevel, dot, increment, dotted, dashed, dilated, blunt, ruptured, tapered, coneed, bent, dotted, tip extended, tip blunted; these complexes; One of, or one is implemented, the monotubule or complex; g) g1) piece, foot, cone, piece, lateral piece, wall piece, cut piece, cut piece, pick piece, line cut piece, slot pick by one of the above incision, cut, pick, dotted line, dashed line, broken line, dotted line side; g2) said piece or slotted piece in one of its own wall, outer wall, envelope, sheath, wall, perimeter, edge, circumferential wall, vertical wall, inclined wall, cut-out wall, cut-off wall, tapered wall, and edge; One of the single tube to the complex is formed; h) any of a point, a line, a plane, a dotted line, a dashed line, a vertical, a curve, a length, a triangle, a wedge, a slot; or in one form; or of one formation; One or more of the cones or the complex is implemented, the single tube or the complex;

i) or i1) pins, rods, protrusions, bolts, nails, anchors, strands; i2) a composite of two or more of the pin or strand body; a strand body in which the pin-attached rod, which is one of its complexes, is incorporated with the anchor to which the nail is welded to which the pin-attached rod is mounted; One or more of the pieces or slot picking pieces are formed; single tube or complex; j) or j-1) 1) one end, one side, from one end to a point, from one end to a point in the direction of the other end; 2) or from one end to one point of the wall; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; j-2) j-2-1) j-2-1-1) the tip, one end, the lower end, the end, the head of oneself or one's own wall; j-2-1-2) or a part of insertion, embedding, construction, installation, penetration, and driving in the ground, tip, one end, lower end, end, head; j-2-2) the tip to the head; from one of the sites to the head to a point; one of discontinuous; extended discontinuity; slope discontinuity; 1-99% discontinuous, more than two points or spaces discontinuous; One of the single tube to complex; k) the single pipe or composite having an upper area of one of 10-150% of the bottom area of the shallow foundation, and 80-200% of the bottom area of the deep foundation; having one of (1', 2', 3'),

4) one of the above monotubes or complexes; or on one; or from one end 20' to a certain point 21' in the direction of the other end 22'; a) the cone or complex of 3) f) or h); b) Picking or Picking Points or Picking Points along a Line, Picking Picking Points or Picking Points along a line, Picking or Picking Picks along a slot or more than one slot along a line; c) performing and forming one of a) cone to b) slot picking; d) formation of a) cones to c) in one or two or more places; e) 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5, 4/5 of the length or height of one of said monotubes or composites in said direction a) cone to d) formation to the point of a); f) forming said a) cone to e) in a direction opposite to said direction or from said predetermined point to one end; Do at least one (9') of

5) 5-1) the above single tube or complex; 5-2) one end of the double; 5-3) the other end described in 4) above; 5-4) one of the non-incision or tip widening that does not become one of the incisions or the tip widening; Joining, welding, molding, sheet metal, milling, casting, or integrating one of the above plates or tapered plates to or to one of, 6) manufacturing the following foundation in a factory or on the ground, in an unrooted form, or a material in a form in which one or more of beams, rods, H-beams, I-beams, reinforcing bars, iron bars, wire mesh, steel frame, steel pipe, steel bars, reinforcing bars, reinforcing materials, and reinforcing bar cages are inserted; one of these materials, base material, ready-mixed concrete, concrete, vibration-treated concrete; The foundation is manufactured by either pouring or pour curing. 7) the plate and the combined body (1') of one of the single pipe or the composite, or the plate (2') joined or welded to one of the single pipe or the composite; a) a foundation; b) its tip, one end, one side, lower end, end, inside, outside, perimeter, perimeter, side, inside and outside, head, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, reinforcing bar mesh, reinforcement, rebar cage; c) one end, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beam or reinforcing bar cage; Connecting, attaching, mounting, contacting, retaining, mounting, inserting, joining, welding, butt one of, 8) a plate of one of the single pipe or the composite under the butt condition of 7) above; at the base or the tip thereof; Inserting a bolt into the hole formed, 9) the foundation or a connector formed with a bolt hole in the condition that there is no bolt hole in the base or the tip thereof; its tip, rebar, guard, tip guard; mounted or welded to one of the

10) one plate of the single pipe or the composite under the condition that the base on which the connector is mounted or welded is used; to the connector mounted on the base or the tip thereof; inserting a bolt into the formed hole, 11) tightening the insertion bolt of 8) or 10) or tightening a nut, 12) the single pipe or the composite through one of the connection, butt, and tightening; The single pipe or the complex with the plate; One of them is mounted on the foundation or the foundation with the connecting plate, 13) press-fitting, embedding, reinforcing one of a boring machine, a drilling machine, an excavator, a rod, a bit, and a casing to the object or ground to construct or install the following foundation; 14) Boring, drilling, excavating, free boring, One of slurry boring, bentonite slurry boring, vibration treatment slurry boring, and slurry boring for maintaining the boring hole wall, 15) Slurry in one of the boring part, the drilling part, and the excavation part during one of the above boring, drilling, and excavation; Injecting or not injecting one of bentonite slurry and vibration treatment slurry, 16) drawing out at least one of a boring machine, a drilling machine, an excavator, a rod, a bit, and a casing after the boring or drilling;

17) forming one of a boring part, a drilling part, an excavation part, a grouting part, a grouting hole, a boring hole, ) lifting the single pipe or composite, one of the single pipe or the composite with the plate, with one of the equipment, mechanism, crane, lift, 19) the single pipe or the composite, the one of the single pipe or the composite with the plate the above of the mounting base Insert the foundation into one of the target, ground, bedrock, boring part, drilling part, excavation part, grouting part, grouting hole, boring hole, and excavation hole so that one of the single pipe or the complex faces downward, inputting, dropping, driving one of 20) One of driving, press-fitting, pressing, no driving, tip driving, near-incident driving, key-in driving, and key-in driving in the ground is performed on the foundation that has become one of the insertion, input, and falling, 21) Fastening or welding another foundation to the top of the foundation under the condition that the length of the foundation, which is one of the insertion, input, dropping, and driving, is insufficient, 22) jacks, bolts, rivets, flanges, fasteners, The two foundations are fastened using one of the bolt nut and fastening means, or the two foundations are fastened by a fastener having a bolt hole, 23) a beam of 5 to 50 cm in length, a plate, H-beam, I-beam, single pipe, disc, cylinder, tube, hollow plate, and pipe to manufacture one type of fastener by fixing a bolt hole forming plate or a hollow plate at both ends of one of 24) above 21) condition Inserting, putting, dropping, or driving the fastened or welded foundation into one of the object or excavation hole, 25) inserting, putting, dropping, driving, fastening, until the foundation reaches the desired depth; performing one or more of the welding, or repeating one or more,

26) above a) the manufacture of the foundation is not factory or ground; b) the foundation is built on site or underground, is a ready-made product, not manufactured as in 6) above; In one of the conditions of the boring part, the drilling part, the excavation part, the grouting part, the grouting hole, the boring hole, the beam, the rod, the H-beam, the I-beam, the reinforcing bar, the iron bar, the wire mesh, the steel frame, the steel pipe, the steel bar , Reinforcing bar network, reinforcing material, inserting one of the reinforcing bar cage, 27) one of the single pipe or the composite before the insertion of the 26) the beam or the reinforcing bar cage; one of the tips, one end, one side, the lower end, the end, the inner, the outer, the outer periphery, the perimeter, the side, the inner and the outer, the head; attached to one of, or put or mounted on the bottom of one of the boring part or the drilling hole, 28) a material inside one of the boring part or the drilling hole after one of the inserting, inputting, and placing; one of these materials, base material, ready-mixed concrete, concrete, vibration-treated concrete; to form a foundation on site or underground by pouring, curing, 29) a) the above boring, drilling, excavating, drawing, inserting, inserting, dropping, driving, fastening, welding, inserting, pouring, curing, forming; b) before, during or after one of them; discharging or pumping the slurry to at least one of 30) a) the boring part, the drilling part, the drilling part, the grouting part, the grouting hole, the boring hole, the drilling hole; b) one of the lower, lower, lower ground, and lower rock; c) or a slime that is a residue of the slurry that is not discharged even by the discharge or pumping; d) its slime section; e) lower, lower, lower, lower ground, lower rock of one of the slimes or sections; a1) based on at least one of the above; a2) monotubular to complex; a3) a base having one of a single pipe or a complex; a4) the monolithic or complex of the foundation; One of them becomes one of insert, put, drop, drive, buy, key-in,

31) The object, the ground, the rock, the boring part, the drilling part, the excavation part, the grouting part, the grouting part by one or more of the said insertion, input, falling, driving, embedding, keying, attaching, maintaining, pouring, curing, and composition , the above or the following foundation, or one of the single pipe or composite, is installed or mounted in one of the boring hole and the excavation hole, 32) becomes one of the insertion or key in one of the slime or lower to lower rock a) the base, single tube or complex; b) the front end, one end, one side, the lower end of one of the base to the complex; One of them is slime; middle, section, upper part thereof; is prevented from being mounted on one of 33) by one of the inserts to keys of 30) or 31) above a) the foundation; single tube or complex; a single pipe or a complex provided on the foundation; b) the front end, one end, one side, the lower end of one of the base to the complex; one of x) the ground, bedrock; y) slime sub-ground, bedrock; become one of rooting, fixing, or settling in one,

34) a) the insertion, input, dropping, driving, mounting, pouring, embedding, keying, composition, inserting, fixing, fixing; b) or the load, weight, weight, load, action of one of its own weight, building, facility, structure, upper facility, or supporting facility; either at one time or by one or more; x) the single pipe or the composite, the single pipe or the composite with the plate; One of the inner tube, middle tube and outer tube; x1) at least one of a piece, a foot, a cone, a piece, a piece, a wall piece, a piece, an incision, a cut piece, a line cut piece, a slot piece piece; x2) one piece, foot, cone, piece, lateral piece, wall piece, piece, cut piece, pick piece, line cut piece, slot piece piece from among the above cones or composite pieces; x3) Incision between incision and incision, line drawing between line drawing and line drawing, dotting piece between point drawing and dotting, and slotting piece between slot drawing and slot drawing; x4) or x41) pins, rods, protrusions, bolts, nails, anchors, strands; x42) a composite of two or more of the pin or strand body; a strand body in which the pin attachment rod, which is one of the complexes, is incorporated with the anchor to which the nail is welded to which the bolt is mounted; One or more of the above-mentioned pieces or slot-picking pieces of formation or deferment; One of the target, ground, rock, ground, rock, boring, drilling, excavation, grouting, grouting, boring, drilling hole; Objects under one of the boring part to the excavation hole, ground, rock, ground, rock; flexion in one of the; or outwardly flexed; expanded, bent, flared, bent, flexed, cone expanded, wedge expanded, inclined expansion, horizontally expanded, outwardly expanded, tip expanded, cross-section expanded, volume expanded, flexed, transversely expanded, taper expanded , inward extension, outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension; y) or the single tube or complex by the expansion; One of the inner tube, middle tube and outer tube; At least one of expansion, bending, flaring, bending, bending expansion, cone expansion, wedge expansion, oblique expansion, horizontal expansion, outward expansion, tip expansion, cross-section expansion, volumetric expansion, flexural expansion, lateral expansion, taper expansion, inward expansion dilatation, outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension; 35) by the expansion, the single pipe or the composite, and the single pipe or the composite with the plate; The single pipe or the complex which is the base end; the tip of the foundation to which one of the single pipe or the complex is attached; the single pipe or the complex to which one of the single pipes or the complex is attached to become the tip of the foundation; one of the cross-sectional areas or supporting areas is enlarged, 36) said foundation by said enlargement or enlargement; Or a foundation with one of the single pipe or composite; a foundation that is one of construction, installation, construction, construction, ordering, planning, design, supervision, supervision, implementation, use, use, application, utilization so as to improve the bearing capacity or tip bearing capacity As (100'), the base corresponds to the base to the RCD base, etc. (100').

In the present invention, the single pipe to the complex, the single pipe to the spike pipe, the single pipe to the tapered pipe, the pin to the complex, the single pipe to the complex with the plate; The single pipe or the complex provided with at least one of the fins or the complex; etc. are described above a) basal to caisson, b) basal to micropile, c) basal to micropile, d) basal to RCD basal, e) said basal to RCD basal; f) the tip, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, head, inner and outer, boring part, perforation part, excavation part, grouting part, Grouting hole, boring hole, drilling hole, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, rebar cage; g) the a) foundation to f) the reinforcing bar cage inserted into the boring part or the excavation hole; Equipped with, mounted, installed, mounted, settled, linked, connected, connected, etc. have characteristics on the back. Therefore, in the a) foundation to g) reinforcing bar cage, etc., the single pipe to the composite, the single pipe to the spike pipe, the single pipe to the tapered pipe, the pin to the composite; The single pipe or the complex provided with at least one of the fins or the complex; It has the characteristics of being equipped, mounted, installed, mounted, settled, connected, connected, connected, and the like.

The foundation to the caisson, the foundation to the micropile, the pile to the micropile, the foundation to the RCD foundation, etc. of the present invention are hole-forming, perforated, hollow, non-hollow, inner hollow, inner non-hollow, hole-forming, non-porous, outer skin perforated, outer periphery It is possible to form a hole, form a hole in the outer periphery, form a hole in the outer shell, form a hole in the skin, open the outer shell, open both ends, open one end and close the other end, close the both ends, and the like. The foundation to the caisson, the foundation to the micropile, the pile to the micropile, the foundation to the RCD foundation of the present invention; Among them, one hole, hole, 100 hole, 300 hole, tip, end, inner, outer, outer perimeter, perimeter, side, inner and outer, sheath hole, sheath hole, both ends open, one end open; It has features that allow injection, outflow, spraying, ejection, etc. of mortar, ready-mixed concrete, cement paste, grouting material, etc., and thereby forming a composite foundation composed of the above foundation or RCD foundation and the like with a grouting body. An example of this is that the grouting material injected with pressure inside the micropile is sprayed underground through 30 holes or the tip open part formed around the micropile to form a composite foundation of the micropile grouting body, pressure inside the steel pipe pile The cement paste injected into the steel pipe pile is sprayed into the ground through 80 holes formed on the outer periphery of the steel pipe pile or through the tip open part, etc. to form a composite foundation of the steel pipe pile grouting body.

In the present invention a) foundation, hooting, pile, peer, caisson; b) the above or the following monotubule to complex, basal to RCD basal, basal to complex; c) the tip, end, bottom, lower, inner, inner, outer, outer, outer, outer, perimeter of one of a) base to b) composite; The back includes pins, rods, protrusions, bolts, anchors, nails, strands; two or more complexes; Or the fins or composites such as inclined, vertical, horizontal; etc. may be provided. Here, by the provision of the fins or composites, etc., it has effects such as improving the bearing capacity of the foundation or the caisson, reducing the settlement, and improving the seismic performance. Examples of the above application include 10 nails in the lower part of the foundation, 100 pins around the tip of the bottom of the pile, 100 reinforcing bars in the lower part of the hooting, and 60 nails at the bottom of the pier.

In the present invention, pin foundation, beam foundation, stem foundation, wall foundation, stand foundation, shallow foundation, deep foundation, direct foundation, hooting foundation, front foundation, static foundation, dynamic foundation, vibration foundation, seismic foundation, independent foundation, sole foundation , continuous foundation, military foundation, ground foundation, underground foundation, underground foundation, rock foundation, machine foundation, building foundation, house foundation, bridge foundation, pier foundation, retaining wall foundation, facility foundation, suction foundation, stone foundation, bolt foundation, anchor Foundation, nail foundation, block foundation, well foundation foundation, structure foundation, deck rod foundation, strand foundation, pin pile, rod pile, protrusion pile, bolt pile, anchor pile, nail file, embedded pile, driving pile, suspending pile, steel pipe Pile, PC foundation, PC pile, PHC pile, geothermal pile, energy pile, strand pile, geothermal foundation, energy foundation, steel pipe foundation, steel foundation, metal foundation, non-metal foundation, screw foundation, concrete foundation, reinforced concrete foundation, factory manufacturing Foundation, cast-in-place foundation, underground injection foundation, underground injection foundation, underground mixing foundation, underground compaction foundation, underground buried foundation, underground penetration foundation, underground driving foundation, micropile, grouting pile, grouting foundation, earth drill foundation, all casing foundation Pin, beam, row, wall, rod, shallow, deep, direct, hooting, front, static, dynamic, vibration, seismic, independent, sole, continuous, military, ground, underground, underground, bedrock, machine, building, housing, bridge, pier, retaining wall, facility, suction, protuberance, bolt, anchor, nail, block, well, structure, deckload, strand, pin, rods, prominence, bolts, anchors, nail, implantation, driving, suspension, Steel pipe, PHC, geothermal, energy, strand, geothermal, energy, steel pipe, steel, metal, non-metal, screw, concrete, reinforced concrete, factory manufacturing, in-situ casting, underground injection, underground injection, underground mixing, underground compaction, underground purchase, Underground penetration, underground driving, micro, grouting, grouting, earth drilling, all-casing, etc., or foundations, piles, piers, hootings, caissons etc.

In the present invention, the cross-sectional foundation (FIG. 15 c, e, g; see FIG. 17 d), the tapered foundation (see FIG. 15 g), the point-axis foundation (see FIG. 15 g), the point-expanded foundation (see FIG. 15 g), the upper enlarged The lower-reduced foundation (see Fig. 15 c, e; Fig. 17 d), etc. changes in the longitudinal direction, in the vertical direction, in the vertical direction after penetrating the ground, in cross-section, cross-section, cross-sectional area, diameter, thickness, thickness, etc., is different, enlarged, Bases, piles, piers, hootings, caissons, etc. that are reduction, change, taper, incremental, incremental, upper enlargement, lower reduction, etc. are applicable. Here, taper is taper, cone, hat, gradual, gradual; The dotted axis gradually decreases, the dot and diverge gradually enlarges; The upper enlarged lower reduced is, after the foundation penetrates into the ground, the upper portion from the ground to the ground has an enlarged cross-section and the lower portion below the certain point has a relatively small reduced cross-section compared to the enlarged; etc. are applicable.

When describing the symbols 1', 2', and 3', a) Reference numeral 1' denotes a plate, a tube, a cone, a tip, a tip, a shoe, a shoe, a cone shoe, a tip tip, a tip shoe, a plate and a tube, and a plate. a tube, a plate with a tube, a combination or complex of a plate and a tube, a combination or complex of a tube with a plate, the single tube or a complex, and a combination or complex of one of the plates and a single tube or a complex; b) Symbol 2' is a plate, 板, frame, plank, board, frame plate, lattice, original plate, square plate, polygonal plate, grid plate, connecting plate, hollow plate, concave-convex plate, incremental plate, incremental plate, incremental plate, swash plate, cut-out Plate, cut plate, tapered plate, plate, plate with a certain thickness, plate provided on pipe, plate with pipe, plate supporting pipe, plate mounted on foundation or tip guard thereof, base or tip guard thereof, etc. a plate that is mounted and connects the pipe to the foundation; c) Symbol 3' is tube, 管, shoe, tip, cone, single tube, inner tube, middle tube, exterior, wall tube, hollow tube, concave-convex tube, thickening tube, expanding tube, accumulating tube, inclined tube, incision tube, section tube, Tapered tube, shoe, cone shoe, cone shoe, tip shoe, section tube, double tube, triple tube, pipe, tube provided on plate, tube with plate, outer and inner tube spaced apart from each other A double tube composed of a separate outer tube and a middle tube and an inner tube, a double tube consisting of a cut-out outer tube and an inner tube, respectively, a cut-out outer tube and a middle tube and an inner tube a triple pipe, a pipe inserted into the ground or bedrock, and the single pipe or the complex; etc. are applicable.

In the present invention, reference numerals 1', 2', 3'; or the reference numeral 1' mechanism, 2' mechanism, 3' mechanism; or a combination or complex of a tube with a plate having a number of 1', a tapered plate of 2', and an intersecting tube of 3; etc. is the basis; Its tip, one end, one side, lower end, end, inside, outside, perimeter, perimeter, side, inside and outside, head, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, reinforcing bar cage, boring part, perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole; a tip, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; It is possible to be provided, etc., and the basis of the present invention if described in reverse; Its tip, one end, one side, lower end, end, inside, outside, perimeter, perimeter, side, inside and outside, head, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh, reinforcing material, reinforcing bar cage, boring part, perforation part, excavation part, grouting part, grouting hole, boring hole, excavation hole; a tip, one end, one side, lower end, end, inner, outer, outer periphery, perimeter, side, inner and outer, head of one of the beams or drilling holes; and the like include reference numerals 1', 2', 3' of the present invention; or 1' apparatus, 2' apparatus, 3' apparatus; or a combination of a tube with a plate having a number of 1', a tapered plate of 2', and a section tube of 3'; etc. will be provided. where the symbols 1', 2', 3'; one of two sides, a surface, an outer surface; It is possible to provide, install, mount, attach, fix, form, etc. the pin or the composite.

In the plate and tube, plate with plate, plate with tube, etc. of the present invention, the combination of plate and tube is a plate, a hole in the plate, a ring hole in the plate, one side of the plate, one end of the plate, the plane of the plate, the concave part of the plate, the plate In the bolt hole, etc. or back of the pipe, pipe hole, pipe end, pipe tip, pipe one side, pipe outer wall, pipe wall, pipe thickness, pipe film, pipe bolt hole, pipe tip hole, One side of the tube in the axial direction and the tip of the tube in the axial direction are interconnected, connected, combined, glued, pasted, fastened, fitted, tightened, welded, bolted, jacked, screwed, screwed, bolted, etc. And it is also possible to manufacture, manufacture, produce, etc. integrally from the beginning by means of casting, casting, forging, extrusion, compression, rolling, pressing, etc.

The plate, tube, cut-out, cut-out plate, pick-up section, pick-up board, plate and tube, plate with tube, tube with plate, and the like of the present invention, and the combination of the pin or the composite, etc. is a hole in the plate or tube, plate or tube, The pin or complex on the ring hole of a plate or tube, one side of the plate or tube, one end of the plate or tube, the plane of the plate or tube, the concave portion of the plate or tube, the bolt hole of the plate or tube, etc.; or one hole, one end, tip, one side, outer wall, wall, thickness, film, bolt hole, tip hole, one side in the axial direction, the tip in the axial direction of the pin or the composite; Interconnection, connection, bonding, bonding, pasting, fastening, fitting, tightening, welding, bolting, jack connection, screwing, screwing, bolting, etc. And it is also possible to manufacture, manufacture, produce, etc. integrally from the beginning, such as plates, tubes, etc. to which the pins or composites are combined by casting, casting, forging, extrusion, compression, rolling, pressing, and the like.

Width, thickness, size, diameter, inner diameter, outer diameter, outer circumference, circumference, length of the plate (板, 2) in the plate, tube, tube with plate, plate with tube, etc. (1', 2', 3') of the present invention , width, length, outer wall, wall, film, volume, wall thickness, cross-sectional area, inner hollow size, etc. are the same, the same as, similar to, the width to the inner hollow size of the tube (管, 3); or greater than, less than, 50-90% less, 50-300% greater than, etc.; etc. is possible. And vice versa, the width, thickness, size, diameter, inner diameter, outer diameter, outer circumference, circumference, length, width, length, outer wall, wall, film, of the tube (管, 3) in the plate, tube, tube with plate, plate with tube, etc. , volume, wall thickness, cross-sectional area, internal hollow size, etc. are the same as, the same as, similar to, the width or internal hollow size of the plate (2); or greater than, less than, 50-90% less, 50-300% greater than, etc.; etc. is possible. Examples thereof include the outer diameter of the plate (板, 2) and the outer diameter of the tube (管, 3) in Figs. 1 (a), Fig. 2 (a), Figs. 3, 4, 5, 6, 7, 8, etc. 1 (b), 2 (b), 11 (c), d), (f), 12 (c), d), (f), etc. of the plate (板, 2') The outer diameter is larger than the outer diameter of the tube (管, 3'), and the like.

One of the single tube or complex is single tube, cone tube, cone plate, single plate, ring tube, ring plate, double tube, triple tube, multi tube, bundle tube, multi-plate tube, key-in tube, section tube, inner tube, middle tube, outer tube, the single tube or complex etc. are applicable. An example of this is that the single pipe corresponds to one of the above single pipes or complexes. Accordingly, the single pipe or the complex in which the wall or the foot or the exterior or the fragment is provided or expanded corresponds to the single pipe or the like. The single pipe is one of the single pipe or the complex, or belongs to one of the single pipe or the complex. And the bundle tube is one of the single tube or the complex, or belongs to one of the single tube or the complex.

The single tube or composite, single tube or spike tube is 1) hollow, cylindrical, hollow, empty space, etc. inside, 2) and a) a wall, an outer wall, a wall, an outer, an outer shell, an outer surface, a main surface, an outer surface, a film, a perimeter, Edges, perimeter walls, vertical walls, inclined walls, cut walls, cut walls, tapered walls, edge walls, etc. are cylindrical, integral, closed, cylindrical, closed, open, open, partial, etc. , incision type, section shape, wedge shape, etc., or feet, 2 feet, 3 feet, bundles, slices, slices, lattice, wings, blades, pointed, wedges, multiple pieces, nails, rods, reinforcing bars, iron bars, nails, spirals , awl, thorn, rake, chicken foot, flipper, screw, section piece, section foot, cut section, cut section, spike, etc. , linkage, screw connection, etc., b) The tip or lower end of the wall or edge wall is a blade, a point, a wedge, a nail, an awl, a spike, etc., or the blade or spike is formed, composed, mounted, etc. has the characteristics to be The feet or spikes constituting the wall or the edge wall or the like are provided in the single pipe or the composite, the single pipe or the spike pipe, the wall or the edge wall, etc. , bonding, bonding, expansion welding, expansion bonding, incision expansion, slice expansion, etc.

The single pipe or the composite, the single pipe or the spike pipe may include a foundation, a pile, a pier, a caisson; one of the leading, lower, lower, distal, and end; an inner, inner, inner, inner, outer, outer, outer, outer, perimeter of one of said base to end; Formation, composition, mounting, provision, mounting, welding, bolting, joining, bonding, connection, screw connection, etc. Examples thereof include the single pipe or composite, single pipe or spike pipe, etc., mounted on the inside or around the base end, and the wall, foot, bundle, cut-out wall, cut-out, welding foot, It corresponds to the extension of the foot or the spike to the outside of the tip of the foundation. 11, 13, 14, 16, 17, and the like may be referred to.

The single pipe, cone pipe, cone plate, single plate, ring pipe, ring plate, double pipe, triple pipe, multiple pipe, bundle pipe, multiple plate pipe, key-in pipe, section pipe, inner pipe, middle pipe, external pipe, etc. Pipe, band, tube, pipe, band, tube, pipe, hollow tube, cylindrical tube, wing tube, blade tube, pointed tube, wedge tube, multi-piece tube, nail tube, awl tube, spike tube, etc. are applicable. Composite, pipe or spike pipe is easily embedded, penetrated, entered, press-fitted, key-in, etc. in the ground or rock, thereby improving the bearing capacity of the foundation, expanding the tip, improving the tip bearing capacity, improving the surface friction force, earthquake resistance, vibration resistance , seismic performance improvement, movement prevention, flow prevention, settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase, etc.

In the case of the double tube, the middle tube and the inner tube are the same, and are composed of an outer tube and a middle tube, an outer tube and an inner tube, and the like. The exterior includes an exterior, an outer pipe, an exterior of an inner tube and an exterior, an exterior of an inner tube, a middle tube, and an exterior, and in the case of a double pipe, an inner pipe, an outer pipe, and a triple pipe, an inner pipe In the case of an outer middle pipe, an outer pipe, and a quadruple pipe, a single pipe, a double pipe, an outer pipe, etc. outside the inner pipe are applicable. The double tube, triple tube, multi tube, etc., in the case of expansion, bending, refraction, bending, bending, etc., the site of expansion, bending, refraction, bending, bending, etc. is not a single layer or a single layer, but a double, triple, It is multi-layered, double-layered, triple-layered, multi-layered, etc. to improve the pressure, strength, resistance, and support power of areas that are expanded, bent, refractioned, bent, bent, etc.

a) The bundle tube includes a bundle tube, a slice tube, a tube with two or more feet, a tube with two or more feet, a wall or a tube with two or more feet, and the like. b) The section tube includes a section tube, a bundle tube, a tube with two or more pieces, a tube with two or more pieces, a wall or a wall, or a tube with two or more pieces with a wall sheath. c) The key-in pipe is a key-in pipe, a key-in pipe, a screw-in pipe, a key-in pipe mounted on the tip of the foundation, a pipe key-in or embedded in the ground or bedrock, a key-in to the ground or bedrock, etc. ), a pipe of a structure or shape that is easy to become ), a pipe that is installed at the tip of the foundation and is key-in or embedded in the lower ground or rock when constructing a foundation, or a pipe that is installed at the bottom of the foundation and installed in the lower part of the foundation when installing the foundation Pipes for improving the bearing capacity of the foundation, preventing movement, preventing flow, and preventing subsidence, etc., are applicable when they are keyed-in or embedded in rock or the like. d) The protrusion type, spike type, spike tube, spike plate, etc. have the shape of the pin or composite, piece or slotted piece, or are equipped with, mounted, attached, mounted, welded, bolted, etc. In this case, a tube, a plate, etc. are applicable. e) The multi-pipe with the exterior or cut-out appearance or the cut-out appearance or the cut-line appearance is provided or expanded by the foundation construction, construction, penetration, insertion, driving, load, etc. It is a multi-tube, double-tube, triple-tube, etc. with a linear appearance equipped or expanded.

The incremental pipe, the accumulating pipe, the accumulating pipe, the accelerating accumulating pipe, the inclined pipe, the grading plate, the grading plate, the accumulating plate, the gradual accumulating plate, the sloping plate, the tapered pipe, the tapered plate, the incrementing type, the accumulating type, the accumulating axial type, etc., gradual, gradual, gradual, taper, gradual, etc. are a) increment, gradual, gradual, gradual, taper, gradual and gradual, gradual and gradual, gradual and then gradual, incremental gradient, incremental taper, gradual inclination, gradual taper; All or part of the gradual or gradual taper; b) increment, escalate, taper, taper, taper, taper, taper, taper, taper, taper, taper, taper, taper, taper taper, taper taper; tapering tapering; c) a certain surface, wall, length, height, thickness, outer diameter, diameter, area, volume, cross-sectional area, tip area, planar area, resistance area, friction area, projected area, etc. are the above incremental to gradual taper; d) with respect to a certain axis, side, plane, wall, length, height, thickness, central axis, central axis, axial direction, longitudinal direction, central axis or central axis with respect to the longitudinal direction, or in the direction of the plane to The projected area, etc., is gradually tapered; e) tubes, plates, objects; single wall, wall, exterior wall, wall, exterior, edge, edge; one end, one side, one end to one point, one end to the other end, one end to the other end to one point, etc.; or the above-mentioned plane or projected area, etc.; the gradual to gradual taper; etc. are applicable. And the gradual increase axis is the diameter or cross-sectional area from one end of the tube or the edge to one point after the diameter or cross-sectional area is gradually expanded, enlarged, widened, etc. do.

The incision tube, the opening tube, the dotted tube, the section tube, the increasing tube, the expanding tube, the incremental tube, the increasing and decreasing tube, the inclined tube, the tube tube, the concave-convex tube, the protruding tube, the concave-convex plate, the protruding plate, the hollow plate, the incision plate, Picking plate, dotted plate, cut plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, gradual plate, incremental plate, inclined plate, tapered plate, tapered plate, discontinuous pipe, discontinuous plate, spiked pipe, spiked plate, etc. Pipe, plate, tube, whole, part, part, one side, one point, multi-point, one-point, multi-point, 1/2 of the whole, 1/3 of the whole, 1/4 of the whole, one side in the middle , in the middle to the tip, etc. or on the back, plucking, dotted line, intersecting, gradual, gradual, gradual, gradual, slanted, tube, convex, convex, hollow, tapered, discontinuous, spike, or one of the following; One will be provision, etc. In the above, formation, provision, etc. will be formed, provided, etc. in one or more, one or more places, one or more points, and the like. Examples thereof include a cut tube with three incisions, a cut plate with four points, a concave-convex tube with six irregularities, a discontinuous plate with three discontinuous formations, a discontinuous tube with discontinuous formation at three points, and a spike with seven spikes tube, etc.

The tube with bundle, tube with protrusion, tube with nail, tube with anchor, tube with tapered plate, tapered tube with plate, plate with tapered tube, tapered tube with tapered plate, tapered plate with tapered tube, pipe with connector jack or tapered tube , A tapered pipe with a connecting plate, etc. is a) itself of the tube with a bundle - a tapered pipe with a connecting plate; b) Line, dotted line, broken line, slot, broken line, incision line, cut line, section line, piece, foot, cone, piece, side piece, wall piece, cut piece, inner tube, middle tube, exterior, line cut piece, slot cut piece, etc. the above-mentioned bundled pipe to the connecting plate tapered pipe which have been formed, composed, provided, and the like; c) the above-mentioned bundled pipe or connecting plate-attached tapered pipe in which the above-mentioned line or slotted pieces are formed, composed, provided, etc. on a pipe, plate, single pipe, tapered pipe, tapered plate, etc.; d) the above-mentioned bundled pipe or connecting plate-attached tapered pipe in which the above-mentioned line or slotted pieces are formed, composed, provided, etc. on a pipe, a plate, a single pipe, a tapered pipe, a tapered plate, etc. which have been cut, cut, etc.; e) the bundled pipe and the connecting plate-equipped taper pipe, such as the extended type, the inclined type, the inclined extended type, the extended inclined type, the tip extended type, etc., in which the line and the slotted pieces are formed, composed, provided, etc.; f) The tube, plate, single tube, tapered tube, tapered plate, etc. are cut, cut, etc., and the above-mentioned line-slotted pieces, etc. are formed, composed, equipped, etc. on the tube or tapered plate, etc. provided tapered tube; g) The tube, plate, single tube, tapered tube, tapered plate, etc. are cut, cut, etc., and the line or slotted piece, etc. are formed, composed, provided, etc. on the tube or tapered plate, and in addition, the tube or taper Plate, one of the tips, ends, bottom, side, outside, etc., bundles, protrusions, spirals, rakes, above or below pins or complexes (16', 17', 18') are mounted, attached, formed, composition, etc. The bundled pipe ~ tapered pipe with a connecting plate; etc. are applicable.

For example, a) in the case of a pipe with an anchor, a pipe with an anchor (16', 17', 18') in the lower part is cut and the slot picking piece is expanded when driving the base, and an expansion pipe; b) In the case of a bundled pipe, a pipe with 10 bundles (16', 17', 18') at the bottom and a pipe with 10 bundles (16', 17', 18') at the bottom and the breaking line is cut and expanded by the building load during the building construction after foundation construction; c) In the case of a protrusion pipe, the section line is cut and expanded by the driving of the foundation and the building load on the upper part of the foundation, and the pipe and the expansion pipe are provided with 10 protrusions (16', 17', 18') in the lower part; etc. are applicable.

The composite of two or more combinations, the composite of two or more combinations of the single tube or the plate with the tube, etc. are single tube, cone tube, cone plate, single plate, ring tube, ring plate, double tube, triple tube, multi tube, bundle tube, multi-plate tube, key-in tube (key-in pipe), incision tube, pick pipe, dotted pipe, section pipe, increasing pipe, expanding pipe, accumulating pipe, increasing increasing and decreasing pipe, inclined pipe, tube pipe, hollow plate, cutting plate, picking plate, dotted plate, Slice plate, double plate, multiple plate, donut plate, incremental plate, incremental plate, gradual plate, incremental plate, inclined plate, tapered tube, bundled tube, protruding tube, nail equipped tube, anchored tube, tapered plate equipped tube, plate Tapered pipe with tapered pipe, plate with tapered pipe, tapered pipe with tapered plate, tapered plate with taper pipe, pipe or tapered pipe with connection jack, tapered pipe with connection plate, tapered plate with bolt hole, pipe or tapered pipe with taper plate with bolt hole , single tube with or extending wall or foot or façade or section, multiple tube with or extended wall or foot or façade or scalloped appearance or sectioned appearance, bundle tube with or extended foot or foot, keyed to the ground Or a key-in pipe that expands key-in, an expansion pipe that expands or slices while being keyed in the ground, a multi-pipe that expands its appearance while being keyed in the ground, a bundle pipe that expands or slices the foot while being keyed in the ground, a slice or slice keyed in the ground Composite of two or more of a section tube with an expanded wall, an extended grid insertion section tube, a section tube whose grid is expanded in addition to section expansion while being keyed into the ground, and a section tube with the grid expanded to the bent portion of the section or the slitting area of the section line, etc. This applies.

The composite (1 ') is the single pipe to the tapered pipe; tube-to-(-) tube-equipped plate; single-pipe to (-) tube-equipped plate; Single pipe to (~) bolt hole forming pipe or tapered pipe with tapered plate; Combination, combination, connection, connection, compounding, use, use, application, provision, mounting, mounting, etc. of two or more of these apply, for example: 1) single pipe and cone pipe, single pipe in cone shape, cone pipe on the side of single pipe, single pipe a cone pipe in the upper or lower part, a combination of a single pipe and a cone pipe, a single pipe and a cone pipe complex, a single pipe and a cone pipe assembly; 2) Single pipe of key-in pipe, single pipe of key-in pipe type that is keyed in the ground; 3) single pipe of incremental pipe, single pipe of incremental pipe type, single pipe of incremental pipe type that gradually increases along the longitudinal direction; 4) A tapered plate of an incremental plate, a tapered plate of an incremental plate type, a tapered plate of an incremental plate type that increases in thickness or along the vertical direction; 5) Tapered plate of discontinuous plate, tapered plate of discontinuous plate type, tapered plate of discontinuous plate type in which discontinuous points or spaces are formed by cutting the tip or body in several places; 6) Single or double tube type of bundle tube with two or more feet formed on the inner tube and outer tube; 7) A single or double cone type tube with a cone shape and a bundle tube type with two or more feet on the inner tube and outer tube; 8) A tapered pipe of the incremental type with a tapered plate of the increasing type at the tip; 9) A taper pipe with a cut-off type taper plate connected to the tip; 10) A tapered tube of the tapered tube type in the form of a discontinuous plate in which a discontinuous point or space is formed in which a discontinuous point or space is formed at the tip of a tapered plate in the form of a discontinuous plate in which a discontinuous point or space is formed; 11) A taper pipe in the form of a discontinuous plate in the form of a discontinuous plate in which a discontinuous point or space is formed in which a discontinuous point or space is formed, a discontinuous point or space is formed; 12) A single-piece tube with a cut on the outer wall and a cone-type single tube with a cone shape; 13) A cone-shaped tapered plate with a cone-shaped outer shape and a sectioned plate type with cuts formed in part; 14) In addition to the discontinuous tube type in which discontinuous points or spaces are formed, a single piece tube with a section formed on the outer wall and a cone type single tube with a cone shape; and so on,

15) In addition to the discontinuous plate form in which discontinuous points or spaces are formed, a cut plate type in which a section is partially formed, and a cone plate type tapered plate having a cone shape; 16) In addition to the discontinuous plate form in which discontinuous points or spaces are formed, the outer wall in addition to the discontinuous pipe form in which a discontinuous point or space is formed with a tapered plate having a cone shape and a cone-shaped tapered plate at one end in a sectioned plate form with cuts in part A single tube of a cone tube type with a cone shape and a section tube type in which a section is formed on the ; 17) a tapered pipe with a tapered plate on which a plate with a tapered pipe is mounted; 18) a) In addition to the discontinuous tube type in which discontinuous points or spaces are formed, a sectioned tube type with a section formed in part and a cone tube type tapered tube with a cone shape in appearance is provided b) Discontinuous plate with discontinuous points or spaces formed In addition to the shape, it is a cut-off plate type with a section formed in part, but a cone-type plate with a cone shape in appearance is mounted, installed, mounted, attached, connected, linked, combined, combined, etc. c) Discontinuity where discontinuous points or spaces are formed In addition to the plate shape, it is a sectioned plate type in which a section is partially formed, and is equipped with a cone-shaped tapered plate having a cone shape in appearance. cone-shaped tapered tube with cone shape; etc. are applicable. The composite is not limited to the 16 embodiments described above, and the single pipe to the tapered pipe; single-pipe to (-) tube-equipped plate; Single pipe to (~) bolt hole forming pipe or tapered pipe with tapered plate; Two or more or two or more combinations, combination, linkage, connection, compounding, use, use, application, provision, mounting, mounting, etc. may be freely used in any form.

of the present invention; or above or below; A single tube or a composite, etc. (1', 2', 3') were described in detail in a) to k) below. The single tube or composite is a) a1) a single tube 3' having a length, height, thickness, etc. of 5 to 50 cm, a cone tube having a cone or hollow cone shape, an inner tube 3-1 and an outer tube 3-2, 3-3) double tube, triple tube consisting of inner tube (3-1), middle tube (3-2) and outer tube (3-3), multiple tube with double tube or more, footed or outer wall composed of two or more feet A bundle pipe, a key-in pipe inserted into the ground, a section pipe with a section or two or more sections with an outer wall, a thickening pipe whose shape is gradually increasing along the longitudinal direction, etc. An inclined tube inclined along the direction, a tapered tube 3' whose outer shape is inclined along a direction such as length, a tapered plate 2' whose outer shape is inclined along a direction such as length or thickness, a bundled tube, Pipe with protrusion, pipe with nail, pipe with anchor, pipe with tapered plate (1'), tapered pipe with plate (1'), plate with tapered pipe, tapered pipe with tapered plate, tapered plate with tapered plate (1') , Connection jack (5') or tapered pipe (3'), connection plate (2') with tapered pipe (3'), bolt hole (4') formed tapered plate, bolt hole formed tapered plate formed pipe (3') ) or tapered tube, wall (7') or foot (9') or tube (3-3) or short tube (3') with section (3-3) or section (9') extended (30'), face or section face or chamfer ( 9') a multiple tube with or extending the appearance or section line (9') forming appearance, a bundle tube in which the foot or wall foot (9, the wall formed with the foot) extends from one point 21' to one end 20', Key-in pipe (3') that is expanded while being keyed or keyed in the ground (110'), expanded (30') or section (9') is expanded (30') while being keyed in the ground 110' (the section is expanded) Expansion tube, multi-pipe in which the exterior (3-2, 3-3) is extended (30') from one point to one end while being keyed in or inserted into the ground 110', the foot ( 9') is expanded (30') or section-expanded bundle tube, while keying in the ground, section (9') or section wall (7') is formed In addition to the slice tube (3') that the wall is extended (3'), the fragment tube (3') inserted into the expandable grid (10') inside, the slice (9') expanded (30') while being keyed or inserted into the ground 110' The lattice 10' is a tube or slice tube 3' in which the extension 31 is extended, and the grid 10' is extended to the bent portion of the fragment 9' or the flanked portion of the fragment line 9'. , a tube or a section tube provided with a pull line 11' between the segment 9' and the grid 10', and when the segment 9' is extended 30' by the pull line 11' The tube (1'), a2) provided with a connecting plate (2'), a tube or a slice tube (3'), the other side of which is extended while one side of the grid (10') is pulled, or a circular, cylindrical, cone-type, pin-type, Foot type, flat type, plate type, sawtooth type, cylinder type, disc type, hollow body type, body filling type, outer wall film type, wall type type with wall surface, triangle shape, etc., square shape, etc. Polygonal shape, etc., straight wall or length, vertical wall or length, etc., inclined wall or length, etc., curved wall or length, etc., curved surface, wall or length, etc., concave wall or length, etc. Convex shape, wall or length, etc., intersecting or intersecting, chamfered in wall or contour, wall intersecting, composed of 2 or more slices, wall intersecting, 2 or more lines in the wall The pipe (3') of at least one of a wall-picked type, a type with a connecting plate provided with a connecting plate, a connecting jack (5'), a bolt hole (4'), an inclination or an angle (α) of 1 to 89 degrees , plate (2'), plate and tube, tube with plate (1'), plate with tube; a3) a composite of a combination of two or more of the single tube to tube-equipped plate;

b) Double tube (3') composed of outer tube (3-3) and inner tube (3-1), triple tube (3) consisting of outer tube (3-3), middle tube (3-2) and inner tube (3-1) ');

c) Two tubes (inner tube, outer tube) of different lengths (3'), three tubes (inner tube, middle tube, outer tube) of different lengths (3'), exterior (3-3) and a long double tube or triple tube (3') in the order or reverse order of the middle tube (3-2) and the inner tube (3-1); Here, the lengths of the inner tube, the middle tube, and the outer tube are different as shown in FIGS. 1 and 2 .

d) their length or height (13) d1) 5-50 cm; d2) 0.1 to 10% of the length of the foundation 100'; d3) 0.5 to 5 times the diameter of the foundation 100'; One of the single tube to complex;

e) the single pipe or composite whose thickness or wall thickness 14 is 0.1-50% of the thickness or diameter of the foundation 100';

Here, the thickness corresponds to the thickness of the tapered pipe, the wall thickness of the tapered pipe, the thickness of the tapered plate, the height thickness of the tapered plate, the thickness of the single pipe or the composite, the wall thickness, the height thickness, the vertical thickness, and the like. And the wall thickness is the wall, outer wall, outer shell, film, wall, wall, side wall, perimeter, cut wall, circumferential wall, edge, vertical wall, inclined wall, cut wall, cut wall, tapered wall, edge wall, edge wall, etc. Thickness, one wall, outer wall, outer shell, film, wall, wall surface, side wall, perimeter, cut wall, edge, circumferential wall, vertical wall, inclined wall, cut wall, cut wall, tapered wall, edge wall , the thickness of the edge wall, etc.

The single pipe to the complex corresponds to the single pipe, the cone pipe to the plate having a pipe, and a composite of two or more combinations.

f) constant cone, incision, cut, pluck, bevel, dot, increment, dotted, dashed, dilated, blunt, ruptured, taper, coneed, curved, dotted, tip extended, tip blunted; these complexes; One of, or one is implemented, the monotubule or complex;

g) g1) piece, foot, cone, piece, lateral piece, wall piece, cut piece, cut piece, pick piece, line cut piece, slot pick by one of the above incision, cut, pick, dotted line, dashed line, broken line, dotted line side; g2) said piece or slotted piece in one of its own wall, outer wall, sheath, sheath, wall, perimeter, edge, circumferential wall, vertical wall, inclined wall, cut-out wall, cut-off wall, tapered wall, and edge; One of the single pipe to the complex is formed;

Examples of this include 1) cone or cone-shaped single tube, cut-off double tube with cut-out wall, pick-up triple tube with cut wall, inclined bundle tube, point-axis section tube, incremental single tube, expanded single tube, open-ended single tube , tapered single pipe, 2) cone shape single pipe, incised double pipe, picked single pipe, inclined bundle pipe, dotted key-in pipe, incremental section pipe, single pipe with dotted line on the wall, cage Single pipe with broken line applied to, single pipe with one end extended, cone pipe with one end spread out, inclined pipe with broken line on the wall, taper pipe with taper, single pipe with dotted line, single pipe with tip extended This applies to single pipes and complexes with tip widening applied.

Here, the compound is a combination of two or more of cone, incision, cutting, picking, beveling, point axis, increment, dotted line, dashed line, dilatation, divergence, rupture line, taper, cone formation, bending, dotted line formation, tip extension, and tip ablation, For example, 1) a single pipe manufactured in a cone shape and the wall is cut into three sections, 2) a single pipe whose body is slanted as the body is picked by a dotted line, 3) a single pipe with a dotted length from one end to one point of the entire length A single pipe that gradually increases from one end to the other end, 4) a single pipe with a total of 6 dotted and broken lines formed on the wall or body, and five sections are provided, 5) a single pipe with one end widened, and taper as the broken line is drawn on the wall or body These include a pipe forming a shape, 6) a double pipe with a dotted line on the wall or body and extending the tip, and 7) a key-in pipe with the tip opening while the wall or body is lined along a certain line.

g) g1) piece, foot, cone, piece, lateral piece, wall piece, cut piece, cut piece, pick piece, line cut piece, slot pick by one of the above incision, cut, pick, dotted line, dashed line, broken line, dotted line piece (9'); g2) The above piece or slotted piece on one (7') of one's own wall, outer wall, sheath, sheath, wall, perimeter, edge, circumferential wall, vertical wall, inclined wall, cut wall, cut wall, tapered wall, or edge (9'); One of the single pipe to the complex is formed;

This is g1) 1, 2, 3, 4, 5, n-1 by one of the above 2, 3, 4, 5, 6, n incisions, cuttings, picking, dotted lines, broken lines, broken lines, and dotted lines. piece of dog's back, paw, cone, piece, lateral piece, wall piece, piece, cut piece, cut piece, line cut piece, slot cut piece (9'); g2) 1, 2, 3, 4, 5, on one of its own walls, exterior walls, envelopes, envelopes, walls, perimeters, perimeters, perimeter walls, vertical walls, sloped walls, cut walls, cut walls, tapered walls, or edges; n-1 pieces or the like or the slot picking pieces 9'; The single tube or complex in which one of them is formed is applicable.

h) any of a point, a line, a plane, a dotted line, a dashed line, a vertical, a curve, a length, a triangle, a wedge, a slot; or in one form; or of one formation; the single tube or the complex in which one or one of the cones or the complex is implemented;

Examples thereof include 1) picking a point, cutting a line, picking a face, cutting a dotted line, picking a dashed line, forming a vertical dotted line, a curved line, length extension, triangular cone, wedge cutting, slot cutting; 2) Triangular cone, cut dashed line, cut dashed line, cut length, pick line, curve bevel, length dotted axis, lengthwise dot axis, line incremental, line incrementally, length dotted, dotted along length, curved dashed line, curved to Dashed Line, Wedge Expansion, Wedge Shape Expansion, Slot Spread, Slot Spread, Curved Break Line, Curved Break Line, Vertical Taper, Vertically Taper, Triangular Dotted Line Formation, Triangular Dotted Line Formation, Length Tip Expansion, Length tip extension in the direction, curved tip widening, curved tip widening; 3) Single pipe with cone shape such as vertical, curved, triangular, wedge; 4) Point, line, plane, dotted line, dashed line, vertical, curve, length, triangle, wedge, dotted axis of one of the slots, incremental, dotted, dashed, expanded, widened, broken line, taper, cone formation, bending, dotted line formation , single pipe with tip extension, tip widening, etc.; 5) A single pipe that has been cut, cut, or plucked in the form of a point, a line, a plane, a dotted line, a broken line, a vertical, a curve, a length, a triangle, a wedge, and a slot; 6) This applies to single pipes that have been cut, cut, plucked, broken line, taper, dotted line formation, etc.

The cone or compound is cone, incision, cutting, picking, bevel, point axis, increment, dotted line, dashed line, expansion, divergence, break line, taper, cone formation, bending, dotted line formation, tip expansion, tip divergence; These complexes are shown.

i) or i1) pins, rods, protrusions, bolts, nails, anchors, strands 17'; i2) a composite (17', 18') of two or more of the pin or strand body (16'); a strand body in which the pin attachment rod, which is one of the complexes, is incorporated with the anchor to which the nail is welded to which the bolt is mounted; One or more of said piece to slot picking piece (9') is formed; monotubular to complex (3');

k) the single pipe or composite having an upper area of either 10 to 150% of the lower area of the shallow foundation or 80 to 200% of the lower area of the deep foundation; etc. are applicable. A) to k) of the present invention; or above or below; A tube or a composite, a single tube or a composite has been described.

the tube or complex Sieve, single tube or composite, shoe, tip shoe, etc. (1', 2', 3') is the base (100'); a) provided on or on its tip, one end, lower end, end, inner, inner surface, inner, outer, outer periphery, outer surface, perimeter, side, inner and outer, head, tip interior, tip exterior, tip periphery, tip circumference, etc. shoe, shoe, key, key, object, body, tip shoe, tip body, shear key, resistance key, resistance shoe, resistor, reinforcing body, support, mounting body, plate, tube, tube with plate, plate with tube, said tube to complex, monotubular to complex; b) the above-mentioned shoe or complex, such as an inclined type, an extended type, an incision type, a section type, a point expansion type, a point axis type, a tapered type, a slope expansion type, an extended slope type, an inclined expansion type incision type, an extended slope fragment type; etc.

The base, tube, plate, single tube or composite, and one of the faces or edges of the pin or composite, plate or slot picking piece, line or piece line, etc. are provided with, mounting, retaining, fixing, mounting, attaching, etc. it is possible to be

The cone or slot picking may include: a) one or two or more cone or slot picking; b) 1 place, 2 places, 2 or more places, 1 line, 2 lines, 2 lines or more, 1 line, 2 lines, 2 lines or more, etc. The incision and picking include incision, point incision, line incision, face incision, dotted line incision, vertical incision, length incision, triangular incision, wedge incision, slot incision, line picking, point picking, dotted line picking, slot picking, etc. .

The line to the intercept line 9' are a) a line, a dotted line, a broken line, a slot, a broken line, an incision line, a broken line, a section line; b) b1) the monotubule or complex; b2) one of the walls, exterior walls, walls, walls, borders, edges; b3) one end of one of the above, from one end to one point; The line or section line formed on the back; c) the line or the slice line through which the piece or the slotted piece, n-1 pieces of the piece or the slotted piece, etc. are formed; d) the line or the section line on which the pin or the composite is formed; e) chisel, knife, blade, spit, saw, needle, needle, spark, hammer, puncher, hammer, kata, taka, lathe, drill, scissors, laura, molding, mold, formwork, casting, welding, sheetmetal, milling, The line or section line formed by processing, a punching machine, a perforator, a chainsaw, a welding machine, a rotary drill, etc.; etc. are applicable.

The a) line is a line, a dotted line, a broken line, a slot, a broken line, an incision line, a broken line, a section line; b) a dotted line is a dotted line, a black line, a continuous dotted line; c) A broken line is a line in which a broken line, a broken line, a thin line, and a short line are arranged at narrow intervals; d) a slot is a slot, a slot, a hole, a hole, a triangular hole, a square hole, a perforated hole, a slender hole, a long slender hole; e) Break lines are break lines, break lines, short lines, and short lines arranged at narrow intervals; f) the incision line is an incision line, an incision line, a line in which the outer wall of the single tube or the complex is cut; g) The broken line is a line, a dotted line, a broken line, a slot, a broken line, an incision line, a broken line, a broken line, a broken line, a broken line, a chisel or a rotary drill, etc. a plucked or incised line; h) the section line is a section line, a line forming a section, a line drawn to form a section, a line drawn to form a section on the outer wall of the single pipe or the complex by the above-mentioned line or a broken line; etc. are applicable.

For reference, the chisel or rotary drill is 1) a) pin to composite, discontinuous, discontinuous portion, discontinuous portion, line to section line, piece to slotted piece, single tube to complex, tube to composite, single tube to, of the present invention spike pipe, foundation, pile, pier, hooting, caisson; b) composition, formation, manufacture, manufacture, production, construction, installation, construction of one of them; It is possible to be used, used, applied, utilized, equipped, mounted, etc., and 2) by the above chisel or rotary drill, etc. 1) a) composition, formation, manufacture, production, production, construction of pins or caissons, etc. , installation, construction, etc. are also possible.

The pieces to slotted pieces, etc. (9') include: a) pieces, feet, cones, pieces, side pieces, wall pieces, cut pieces, inner tube, middle tube, outer tube, line cut piece, slotted piece; b) pins, rods, protrusions, bolts, nails, anchors, strands; a composite of two or more of the pins or strands; a strand body in which the pin attachment rod, which is one of the complexes, is incorporated with the anchor to which the nail is welded to which the bolt is mounted; c) said piece or slotted piece of having or forming one of said pins or composites; d) said piece or slotted piece in the shape or shape of one of said pins or composites; e) said foundation, tube, plate, single tube or composite; One of these faces, surface, interior, interior, exterior, exterior, wall, exterior wall, envelope, wall, wall, coating, cladding, perimeter, perimeter, perimeter wall, vertical wall, inclined wall, cut-out wall, section wall, tapered wall , forming the edge or the like, the piece or slot picking piece formed on the back; f) the piece or the slotted piece, n-1 of the piece or the slotted piece formed by the line or the intercept line, the n lines or the intercept line; g) one of said pieces or slotted pieces existing in the middle of the two or left and right by means of two or the left and right lines or intersecting lines, etc.; h) one segment present in the middle between the two lines or the left and right lines; i) the piece or the slot-picking piece formed, cut, or picked by the chisel or the rotary drill; etc. are applicable. As an example of this, any one of a piece, a foot, a cone, a piece, a side piece, a wall piece, a piece, an inner tube, a middle tube, an outer tube, a line cut piece, and a slot piece piece corresponds to, or is possible.

a) Piece, piece, side piece, wall piece, cut piece, line cut piece, slot cut piece, etc. are piece, foot, cone, piece, side piece, wall piece, cut piece, inner tube, middle tube, outer tube, line cut piece, slot cut piece; b) Feet are: foot, bar, 1 foot, 2 foot, 3 foot, 4 foot, n foot, leg, reinforcing bar, iron bar, nail, foot piece, single foot, flat foot, single foot, foot shape piece, flat foot , foot shape, leg shape, foot or foot shape of an animal, person, desk, etc.; c) Side piece, wall piece, etc. are c1) side piece, wall piece, c2) side, wall, wall surface, wall, outer wall, film, edge, edge c21) of the single pipe or composite, etc. or slotted piece, c22), etc. The formed piece to the slot picking piece; d) The line-picked piece is a line-picked piece, a line-cut piece, a piece with a line, two pieces or one piece present in the middle of the left and right lines, the piece or the slot-picked piece picked by the line or the cut line, etc. ; e) The slot-picking piece is a slot-picking piece, a piece picked in a slot shape, a piece formed by a cut line or a slot-picking line, a piece cut and picked in a slot shape, a piece formed by a cut-out line or a slot tear line, or a slot-picking piece a piece, one piece in the middle formed by two or left and right incisions or slotted lines; etc. are applicable.

The pins or composites (16', 17', 18') include a) pins, rods, protrusions, bolts, nails, anchors, and strands; b) piece, foot, cone, piece, side piece, wall piece, piece, inner tube, middle tube, exterior, line cut piece, slot cut piece; c) one or more of the fins to the composite; d) said pin or composite of having or forming one of said piece or slotted piece; e) said pin or composite in the shape or shape of one of said piece or slotted piece; f) said pin or composite formed on one of said piece or slotted piece; g) the foundation, pipe, plate, single pipe or composite, beam or reinforcing bar cage, code 1', 2', 3'; one face, surface, inner, inner surface, outer, outer surface, wall, outer wall, outer shell, wall surface, wall, film, covering, perimeter, one end, tip, lower end, end, inner, outer, outer periphery, perimeter, lateral, inner and outer, lateral, perimeter, perimeter wall, vertical wall, inclined wall, cut wall, cut wall, tapered wall, edge; The pins or composites that constitute or constitute, or are provided, mounted, formed, mounted, attached, welded, etc. on the back; etc. are applicable. Here, the pin or the composite may be any one of a pin, a rod, a protrusion, a bolt, a nail, an anchor, a strand, and a composite.

The 'composite (17', 18') of two or more of the pins or strands (16')' includes 1) two or more of pins, rods, protrusions, bolts, nails, anchors, and strands (16'). complexes 17', 18', and the like. Examples thereof include a protrusion with a pin, a nail with a pin, an anchor with a pin, a pin with a nail, an anchor with a protrusion 17'. 2) And it is also applicable that at least one of the pins or the composite is provided with a pair, with a double, with a double, and the like (18'). Examples thereof include pins with pins, rods with rods, projections with projections, etc. 18'. 3) And since the composite provided with two or more of the pin or the strand body is more complex than the single body of the pin or the strand body, the bearing capacity of the foundation is improved, the tip extension, movement prevention, flow prevention, deformation prevention, It functions to further improve the degree of settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase, etc.

The pin or the composite, the pin or the strand body may include a pin, a rod, a protrusion, a bolt, a nail, an anchor, and a strand body; a composite of two or more of the pins or strands; One of these complexes, a pin attachment rod, a pin attachment rod mounting protrusion, a pin attachment rod mounting protrusion, a mounting bolt, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a pin attachment rod mounting protrusion, a mounting bolt welding nail, a fastening anchor, a pin attached rod a strand body in which an anchor to which a nail is welded to which a bolt is mounted on which the protrusion is mounted; etc. are included.

In the pin, rod, protrusion, bolt, nail, anchor, strand body, or a composite of two or more of the pin or strand body, etc., a) the pin is a pin, a stick pin, a pin, a short pin, a long pin, a drill pin, a ponytail pin, a hairpin, a triangle Pins, square pins, polygonal pins, 2-pins, 3-pins, 4-pins, 2-foot pins, 3-foot pins, 4-foot pins, protruding pins, nail pins, hairpin-shaped pins, pin-shaped objects, the above rods or strands, pin-type or the pin-shaped rod or strand body; b) rods include rods, rods, long rods, single rods, columns, rods, rods, rods, hollow rods, rod-shaped objects, the pins or composites, rod-shaped or rod-shaped pins or composites; c) protrusions, protrusions, irregularities, protrusions, protrusions, protrusion rods, protrusions, protrusion-shaped objects, the pins or complexes, the protrusions or protrusions-shaped pins or complexes; d) Bolts include bolts, bolts, bolts and nuts, T-bolts, lock bolts, soil bolts, anchor bolts, threaded bolts, thread forming bolts, bolts with nut, bolts with or filled nuts, bolt-shaped objects, and the above pins. to-composite, bolt-type or bolt-shaped pin-to-composite; e) nail is a rod, plate, nail, nail, nail, reinforcing bar, wire mesh, reinforcing material, nail-shaped object, the pin or composite, the nail or nail-shaped pin or composite; f) anchors include anchors, anchors, anchors, reinforcements, anchor-shaped objects, said pins or composites, said pins or composites of anchor types or anchors; g) The strand body is g1) strand, strand body, strand body, strand rod, strand thread, strand wire, strand wire, strand pin, strand rod, strand wire, strand wire, strand projection, strand bolt, strand nail, strand anchor , a strand-shaped object, the pin or composite, strand-shaped or strand-shaped pin or composite; g2) or 2 or more, 2 or more rows, 2 or more threads, strings, wires, pins, rods, iron wires, wires, protrusions, bolts, nails, anchors, etc. are combined, combined, linked, twisted, twisted, Twisted, twisted, twisted like twine, twisted like twine, string, line, pin, rod, wire, wire, protrusion, bolt, nail, anchor, the strand body or strand anchor; etc. are applicable. And h) the composite is a combination of two or more of the pins, rods, protrusions, bolts, nails, anchors, and strands, combined, combined, combined, linked, attached, mounted, welded, mounted, equipped, bundled, fastened, combined, etc. that applies Examples of these include pin attaching rod, pin attaching bar mounting protrusion, pin attaching bar mounting protrusion mounting bolt, pin attaching bar mounting protrusion mounting bolt welding nail, pin attaching rod mounting protrusion mounting bolt welding nail fastening anchor, pinned rod mounting protrusion This includes a strand body in which an anchor to which a bolt on which a projection is mounted is welded and an anchor to which a nail is fastened are incorporated.

The pins to the composite, etc. (16', 17', 18') are a) the piece to the slotted piece (9'), the foundation to the micropile, the foundation to the RCD foundation, the single tube to the composite (3'); b) the inner, inner, inner, outer, outer, outer, outer surface of one of the pieces or the composite; It is possible to be provided, mounted, installed, mounted, fixed, attached, welded, etc. on the back. Therefore, the piece to the slot picking piece (9'); The pins or complexes 16', 17', 18', etc. are provided on the surface, surface, inner surface, and outer surface of the single tube or the composite 3', etc. to improve friction and resistance of the surface, surface, inner surface, outer surface, etc., ultimately improving the bearing capacity of the foundation, extending the tip, preventing movement, preventing flow, preventing deformation, preventing settling, preventing sliding, increasing resistance, increasing load resistance , it has a function to significantly improve the degree of increase in base friction, increase in tip resistance, etc. Improvement in bearing capacity improvement, tip bearing capacity improvement, frictional force improvement, seismic performance improvement, movement prevention, flow prevention, behavior prevention, deformation prevention, settlement prevention, etc. of the present invention corresponds to improvement, increase, doubling, enhancement, etc., and prevention is prevention, Reduction, suppression, reduction, reduction, etc. are applicable.

In the present invention, a) reference numeral 16' corresponds to one (16') of pins, rods, protrusions, bolts, nails, anchors, and strands, and b) reference numeral 17' denotes two or more of the pins or strands. Among the complexes, the different ones include anchors with pins, protrusions with rods, nails with pins, anchors with protrusions, nails with anchors with protrusions, pins with nail with anchors with protrusions, etc. (17') and c) reference numeral 18' denotes a pin with a pin, a rod with a rod, a protrusion with a protrusion, and a protrusion with a pair having the same thing as each other in a composite provided with two or more of the pins or a strand body, a double having, a double having, etc. Two orbital projections, etc. (18') correspond.

The pin to the composite (16', 17', 18'), the line to the cut line (9'), the piece to the slotted piece (9'), the single pipe to the composite (1', 2', 3'), etc. are one It has properties such as protrusion, protrusion, sharpness, etc., and is embedded in the ground or rock to improve the bearing capacity of the foundation, extend the tip, prevent movement, prevent flow, prevent deformation, prevent settlement, prevent sliding, increase resistance, load resistance It plays the role of increasing, increasing the foundation friction, and increasing the tip resistance. Therefore, in the present invention, the pin to the composite (16', 17', 18'), the piece to the slotted piece (9'), the single pipe to the composite (3'), etc. are used alone or in combination to improve the bearing capacity of the foundation, the tip It plays the role of expansion, movement prevention, flow prevention, deformation prevention, settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase, etc.

The base, tube to composite, single tube to composite, line to slice line, piece to slotted piece, pin to composite, etc. are a) 1, 2, 3, 4, n, 1, 2, 3, 4 , n, many, many, many, 2 or more, 2 or more; b) 2, 3, 4, n, 2, 3, 4, with one end and the other end closed or coupled, one end and the other end open or open, one end open and the other end closed or coupled, etc. , n, many, many, many, 2 or more, 2 or more; It is possible that the etc. or the etc. are provided. As an example, looking at the pin or the composite, 2 pins, multiple pins, 2 rods, 15 protrusions, 15 bolts, 2 pins with one end and the other end closed or combined, 4 with one end and the other end open or open 2 pins, one end is open and the other end is closed or two pins combined.

When describing symbols 7', 8', and 9', reference numeral 7' denotes a) wall, body, membrane, body, main body, wall, wall surface, outer wall, film, wall film, outer shell, cylinder, perimeter, perimeter, perimeter wall, kite straight wall, inclined wall, cut wall, cut wall, tapered wall, edge; b) The wall or edge of the tube, the plate, the single tube or the composite, etc. are applicable.

Reference numeral 8' denotes a) cutting, cutting, picking, scribing, cutting, punching, breaking, V-cutting, chimney punching, drill punching, needle punching, pre-punching, dotted line punching, broken line punching, break punching, slot punching, section punching, V-cut punching, line drawing, dotting, dotted line, dashed line, line drawing, dotted line, broken line, slotted line, part, part, slot, line, dotted line, dashed line, broken line; b) the line to the intercept line; c) As the above examples, incision line, puncture line, scribe line, cutting line, punching line, breaking line, incision part, plucking part, scribe part, cutting part, punching part, breaking part, scribing part, punching part, breaking dotted line , needle punching part, V-cutting line, awl punching part, needle punching part, scribing part, dotted part, dotted line, dashed line, cut out slot, picking slot, cutting slot, lined part, slotted part, slot Picking lines, etc.

Reference numeral 9' denotes a) piece, foot, cone, piece, side piece, wall piece, piece, cut piece, cut piece, line cut piece, slot cut piece; b) Body, wall, body, main body, wall, wall surface, outer wall, shell, film, cylinder, circumference, perimeter, edge, circumferential wall, vertical wall, inclined wall, cut wall, cut wall, tapered wall, edge, etc. , paw, cone, engraving, lateral, wall, slice, incision, pick-up, line-pick, slot-pick; c) the piece or the slot-picking piece formed by the cut-out or slot-picking line, the line-break line, the cut-off line or the slot-picking line; d) 1, 2, 3, 4, 5, n-1 formed by the 2, 3, 4, 5, 6, n, etc. cuts or slots, lines or breaks, cuts or slots, etc. the above-mentioned pieces such as dogs or slot-picking pieces; e) the cut or slotted line, part, part, slot, line, dotted line, broken line, broken line, etc., the length, the length to the point (21'), etc., formed such as the piece or the slotted piece; f) as long as the incision or the slotted line is formed, the length, up to the point 21', etc. are formed; etc. are applicable.

The incision, cutting, picking, scribing, cutting, punching, breaking, piece, foot, cone, engraving, side piece, wall piece, cut piece, cut piece, pick piece, line cut piece, slot cut piece, line to piece line, incision line to the slotted line, the piece to the slotted piece, the pin to the composite, etc. are the wall to the edge; or said wall or edge of a tube, plate, said single tube or composite, etc.; Formation, composition, etc.

1) direction or formation direction of the cut-out to slotted piece, line to-section line, cut-to-slot line, piece to slotted piece, pin to composite, etc. a) a tube, a plate, the single tube or composite; b) For one of the length, height, thickness, etc., longitudinal, transverse, vertical, vertical, diagonal, horizontal, inclined, free, arbitrary directions are possible, but among them, longitudinal, vertical, vertical, etc. directions take precedence; 2) The number of formations is 1, 2, n, many, 2 or more, but in order to form one or more fragments, two or more are preferred, and 3) the formation size, length, etc. are a) tube , plate, the single pipe to the complex; b) for one of the length, height, thickness, etc. x) whole, part, part, multi-point, one-point, certain point, one-end to one-point, one-end to certain point; y) any size of 1/2, 1/3, 2/3, 1/4, 3/4, 1/5, 2/5, 3/5, 4/5, 1/n of the full size or length; length, etc.

In addition to the above 3), for example, 3-1) the formation size of one of the above pieces to slotted pieces may be 1/5 of the entire one of the tube, the plate, and the single tube or the composite. This means that the tube, plate, and the single tube or composite are cut into 1/5 size, that is, 6 rows, which means that the number of pieces or slotted pieces, etc. becomes 5 or is cut into 5 pieces.

and 3-2) the length of one of the incisions or breaks is: a) a tube, a plate, and the single tube or a composite; b) the circumference, length, height and thickness of one of them; From one end to the 2/3 point, etc. is possible. This indicates that the incision or breakage is performed from one end to the 2/3 point, and the incision or breakage does not occur from the other end to the 1/3 point of the other end. and a) foundation construction, construction, installation, driving, embedding, penetrating, penetrating, penetrating by means of a presser or piston, driving by hammer, penetrating into the boring hole and then injecting slurry into the boring hole; b) load on foundation, upper construction, building construction, load action, building load action; c) before, during, and after one of the construction or building load action; At one or more of, or at one time, or by one or more, the pieces or slot-picking pieces, etc., are bent, expanded, bent outwardly expanded, etc. from one end to the 2/3 point, and from the other end to the 1/3 point The initial shape is maintained without bending, bending expansion, or bending outward expansion. Here, from the other end where bending, bending extension, bending outward extension, etc. are not performed, from one end to the third point, bending, bending extension, bending outward extension, etc. from one end to the 2/3 point, supporting, supporting, supporting, supporting, etc. do And from one end to the 2/3 point, the pieces or slot picking pieces that have been bent, bent and expanded, and bent outwardly expand the bearing capacity of the foundation, end bearing capacity, movement prevention, flow prevention, fluctuation prevention, settlement prevention, etc. do.

And 3-3) the length of one of the cut-outs and breaks, and the size of one of the pieces and the slotted pieces are combined, and along the circumference of one of the tube, plate, and single tube or composite, from one end of the circumference to the other end 6 incisions, picking lines, or 5 slices are formed by cutting or breaking up to the 2/3 point in 6 lines or at 1/5 intervals, thereby forming a tube, plate, and the like in which 5 slices are formed. To obtain a single pipe or a composite, or a) foundation construction, construction, installation, driving, embedding, penetration, penetration, penetration by a presser or piston, driving by a hammer, penetration into a boring hole, and slurry inside the boring hole Injection; b) load on foundation, upper construction, building construction, load action, building load action; c) before, during, and after one of the construction or building load action; At one or more of, or at one time, or by one or more, the five slices are bent, expanded, etc. from one end to 2/3 points, so that the cross-sectional area is increased to improve bearing capacity, etc., and at the other end of the other end, 1/ It is also possible to support, support, support, support, etc. the section that has been bent or expanded from one end to the 2/3 point from one end to the 3rd point, which is maintained in an initial state that does not bend or expand.

The number of one of the pieces or the slot picking pieces formed on the wall or the edge is one less than the number of one of the cuts, cuts, picking, scribing, cutting, punching, and breaking formed on the wall or the edge. Further explanation is given below.

Looking at the relationship between code 8' and sign 9', the number of pieces, feet, cones, pieces, side pieces, wall pieces, cut pieces, cut pieces, pick pieces, line cut pieces, slot cut pieces, etc. of sign 9' is in sign 8'. There is a characteristic that the number is one less than the number of lines, parts, parts, slots, lines, dotted lines, broken lines, and broken lines. For example, 1) If there are 14 cut lines of code 8' formed on the wall or edge of code 7', the single pipe or the composite, etc., the wall or edge of code 7', the piece of code 9' formed on the single pipe or the composite, etc. , foot, cone, engraving, side piece, wall piece, cut piece, cut piece, cut piece, line cut piece, slot cut piece, etc. are 13 pieces, 2) the picking line of code 8' is the wall or edge of code 7', the above When 7 pieces are formed in a single tube or complex, etc., the piece, foot, cone, piece, side piece, wall piece, cut piece, cut piece, cut piece, line cut piece, slot cut piece, etc. of code 9' are the wall or edge of code 7', the above 6 pieces are formed in a single pipe or a composite, and 3) if there are 8 cutting parts of the code 8' formed on the wall or edge of the code 7', the single pipe or the composite, etc., the piece of the code 9', a foot, a cone, a piece, a side piece, a wall piece, Seven pieces, such as a cut piece, a cut piece, a cut piece, a line cut piece, a slot cut piece, etc., are formed on the wall or edge of reference numeral 7', the single tube or the complex.

The incision, cutting, picking, etc. are incision, cutting, picking, scribing, cutting, punching, breaking, V-cutting, chimney punching, awl punching, needle punching, pre-punching, dotted line punching, dashed line punching, breaking punching, slot punching, cut Punching, V-cut punching, line drawing, dotted line picking, dotted line picking, slot picking, line drawing, dotting, dotted line drawing, dashed line drawing, etc. are applicable.

Symbols 20' and 21' indicate expansion, and when this is explained, reference numeral 20' denotes a) foundation construction, construction, installation, driving, embedding, penetration, penetration, penetration by a presser or piston, driving by a hammer, boring Slurry injection into the boring hole after penetrating the ball; b) load on foundation, upper construction, building construction, load action, building load action; c) before, during, and after one of the construction or building load action; piece, foot, cone, piece, side piece, wall piece, piece, cut piece, pick piece, pick piece, slot of said single tube or complex etc. (3') by one or more, or at one time, or by one or more The picking pieces etc. (9') are expanded. And reference numeral 21' denotes a tube, a piece tube, a grid 10' that is inserted, embedded, embedded, etc. in the single tube or complex 3', an extended grid 10', etc. is expanded, or the piece or slot During the above construction or after the picking, line picking, dotted line picking, broken line picking, slot picking, etc. Or, it is a thing that expands as it protrudes into a part that has been opened or widened by the back. In the above, the expansion is outside, outward 162', from its sidewall or from the inside to the outside 162' of the single pipe or composite etc. 3', from the inside to the outside through the articulating wall, to the outside of the foundation. , extending to the back 162' out of the sidewall of the foundation; Or the inner, inward, inner hollow portion 161' of the single pipe or the composite, etc. (3'), from its sidewall to the inside (161'), from its sidewall to the inside direction, to the interior of the foundation, to the interior of the sidewall of the foundation extending to, etc.; and the like (161').

In the present invention, the expansion is a) expansion, bending, splaying, bending; b) above or below expansion to horizontal expansion, expansion to incision outward expansion; c) or foundation, hooting, pile, pier, caisson; one of the walls, membrane, film, outer wall, perimeter, thickness, edge; the above or the following monotubes or complexes; Expansion, bending, etc. to the outer 162 ', the outer surface, the outer side, the outer periphery, the outward side 162 ', the inner 161 ', the inner side, the inner side, the inner periphery, the inward direction, the inner and outer side, the inner hollow part 161', etc. splay, warp; d) or the perimeter, diameter, thickness, projection surface, projection line, projection perimeter, projection perimeter, plane projection line, plane projection perimeter, plane projection perimeter, etc. of the foundation or caisson, wall or edge, single tube or composite, etc. outside, inside, inward , extending outwardly, outwardly, etc., bending, splaying, bending; etc. are applicable. Here, expansion, bending, splaying, bending, etc. to the inside, inner surface, inner side, inner periphery, inward direction, etc. (161') is referred to as an expansion, which is a hollow cylindrical base having a certain thickness, a base in a pile, etc., a base in a pile, etc. When the single pipe or composite mounted on the wall is bent inward, the cross-sectional area of the tip of the hollow cylindrical foundation, pile, etc., having a predetermined thickness expands, enlarges, increases, etc. compared to the predetermined thickness, so that the foundation, pile, etc. This is because the support capacity is improved. Usually, the cross-sectional area due to the outer wall thickness of the foundation is used for calculating the tip bearing capacity of the foundation. In the present invention, in addition to the cross-sectional area due to the outer wall thickness of the foundation, the inward cross-sectional area, outward cross-sectional area, and outward cross-sectional area due to the expansion are additionally used. As a result, the end bearing capacity of the foundation is improved.

The incision extension, fracture extension, inward extension, outward extension, inward extension, incision inward extension, incision outward extension, incision inward outward extension, etc. are a) incision extension, fracture extension, inward extension, outward extension, outward extension, incision inward extension, incision outward expansion, incision inward outward expansion; b) Expansion after incision, one end extension after incision, one end extension after incision, half extension after incision, one half extension after incision, one end extension after incision, middle to the end extension after incision, one end extension after breaking, one end extension after breaking, one end extension after breaking , half-expanded after fracture, expanded from the middle to one end after fracture, expanded from the middle to the tip after fracture, expanded inward, expanded outward, expanded inward and outward, incised and expanded inward, incised and expanded outward, incised and outwardly expansion; etc. are applicable. Here, the inward direction (161') is an inward direction, an inner direction, an inner direction, an inner hollow, and the like, and an outward direction (162') corresponds to an outward direction, an outward direction, an outer outer direction, and the like. And inward, outward, the single tube to complex, basal to caisson; The single tube or composite, foundation or caisson having a hollow or hollow cylindrical shape or a certain thickness; Inward, outward, inner hollow, outer outer, etc. of the back wall, coating, thickness, sidewall, outer wall, perimeter, rim, edge, etc.

The expansion %, expansion ratio, 1-30% expansion, 70-99% expansion, etc. correspond to diameter ratio, length ratio, width ratio, vertical ratio, area ratio, cross-sectional area ratio, discontinuity ratio, projected area ratio, etc. before and after expansion. Here, a) 1-30% expansion corresponds to an increase of 1-30%, 1-30%, etc. in the diameter ratio or projected area ratio before and after expansion, b) 70-99% expansion corresponds to the diameter ratio before and after expansion 70-99%, 70-99% increase in the projected area ratio, etc. apply, and c) 100% expansion, which is the sum of 1-30% expansion and 70-99% expansion, is the maximum expansion, complete horizontal expansion, and refracting at 90 degrees. Expansion, complete horizontal expansion by bending 90 degrees, maximum possible expansion, vertical to completely horizontal expansion, 100% increase in diameter ratio before and after expansion, 100% increase in area ratio by one of these expansions.

The grid 10' is the grid 10' in addition to the fragment 9' extension 30' while being keyed or inserted into the extended grid 10' insertion section tube 3', the ground 110'. A tube or section tube 3 ′ in which is extended 31 , a section tube in which the grid 10 ′ is extended to a bent portion of the slice 9 ′ or a flaring portion of the slice line 9 ′, the slice 9 ′ ) and a tube or section tube provided with a line of pull 11' between the grid 10', and the grid 10' by the line of pull 11' when the piece 9' is expanded (30'). Citation, description, use, use, etc. are made on the tube or section tube 3 ', in which one side is pulled while the other side is extended.

Here, the grid 10' has one end, one side, multiple points, one point, etc. mounted on a hinge 12', a spring, a piston, a pull wire 11', etc., or constrained by the pressure of a spring, a piston, etc. back 9' flexes, bends, dilates 30'; The intercept line 9' is opened by one of them; When it becomes a) a) spring pressure, spring repulsion force, piston pressure, entrapment force of the pull wire 11', etc. protrude outward or outward of the tube 3', expansion 31, b) of the segment 9' The tube (3') or the section line (9') protrudes outward through a bend, etc., and extends (31), c) Resistors, supports, and protrusions that are extended 31 to the outside of the single pipe or composite 3', line 9', slot line 9', etc. , an extension, etc., and serves to increase the bearing capacity of the foundation 100', the tip bearing capacity, movement prevention, flow prevention, settlement prevention, and the like.

a tube to which the grid 10' is applied; the single tube or complex; 1) A hinge is installed at a certain point (refer to FIG. 3) to rotate, move, flow, etc. up, down, left, and right based on the hinge 12' One or more number of grids 10' or extended grids 10' are inserted into the tube or section tube (3'), 2) the section 9' while being keyed, inserted, etc. in the ground 110' ), in which the intercepting wall 7', etc., in addition to the bending or dilation 30', the grating 11' expands, outwardly expands, expands outwardly expands, etc. 21', 3) the grating ( A tube or tube in which 10') extends 31 to the bent portion of the segment 9' or the flank of the segment line 9', 4) a line of pull between the segment 9' and the grid 10' ( 11') is provided, connected, connected, mounted, etc., a tube or a piece tube, 5) When the piece 9' is expanded (30'), one side of the grid is pulled by pulling the pulling wire 11' A tube or a piece tube in which the other side of the grid 10' is extended 31 while rotating based on a hinge 12' provided at a point of 6) the other side of the grid 10' is a piece 9') Alternatively, when the slice line 9' is bent or the slice line 9' is bent or the slice line 9' is placed on, contacted, etc. on the slice line 9', the other side of the grid 10' is the curved part of the slice or the part where the slice line is flanked. Tubes that extend outwardly or outwardly as they come out of the tube, or section tubes, etc. are applicable.

The expansion, bending, etc. are a) expansion, flexion, protrusion, flaring, side expansion, foot expansion, incision expansion, picking expansion, dotted line expansion, broken line expansion, fracture expansion, bending expansion, tip expansion, slice expansion, slot expansion, diameter dilatation, area dilatation, tear dilatation, tapered dilatation, inward extension, outward extension, outward extension, incision inward extension, incision outward extension, incision inward outward extension; b) expansion, bending, protrusion with respect to or relative to initial, initial, pre-expansion, pre-bending, initial diameter, initial area, initial position, etc.; c) 0.1-90 degree extension, flexion, protrusion; d) extending, bending, protruding outward 162', inwardly 161', transversely, horizontally, obliquely, etc.; e) 0.1-90 degree extension, bending, protrusion in outward, inward, transverse, horizontal, oblique, etc.; f) the monotubule or complex; a wall, an outer wall, an envelope, a shell, a wall, a perimeter, a cylindrical wall, a perimeter, a perimeter wall, a perimeter wall; a vertical line, a vertical line, a projected line, a straight line of one of the short pipe or the edge wall; extension, flexion, protrusion of the dorsal inward, inward, outward, outward, etc.; g) expansion, bending, and protrusion in the direction, lateral direction, horizontal direction, etc. of the ground, bedrock, etc. embedded with the single pipe or composite; h) 0.1-90 degree extension, bending, protrusion in outward, inward, transverse, horizontal, oblique, etc. in the initial vertical, vertical, etc.; i) extension, flexion from the beginning; j) In the initial stage, after the action of vertical, vertical, etc., load, driving, etc., expansion, bending, slope expansion, slope bending, bending expansion, tip expansion, bending bending; k) Walls, outer walls, shells, membranes, walls, perimeters, hollow walls, cylindrical walls, rims, rims, perimeter walls, edges, perimeter walls, rim walls, edge walls, etc. bends, protrusions; etc. are applicable.

The bending is bending, bending, bending, refraction, protrusion, bending, bending, folding, bending, expansion bending, protruding bending, 1-90 degree bending, bending to expand the plane area, vertical wall is horizontally curved, vertical The wall is curved horizontally to expand the planar area, the vertical wall or cylindrical wall or edge wall is bent outwardly by 1 to 90 degrees, and the section line, section, etc., is bent by the above construction or action, etc. The area corresponds to an area, a cross-sectional area, a planar area, a cross-sectional area, a longitudinal cross-sectional area, a resistance area, a friction area, a projected area, a cut-out area, an expanded area, a tip area, a bent area, etc., and the diameter corresponds to a diameter, an inner diameter, an outer diameter, and a cross-section. Diameter, tip diameter, cross-sectional diameter, etc. are applicable.

In the present invention, a pipe, a single pipe, or a composite is a pipe, a tube, a pipe, a tube, a pipe, a tube pipe, a pipe pipe, the single pipe or the composite. In the present invention, the inserted section pipe (3') is a target, underground, ground, rock, excavation, boring; One of the lower, the bottom; The back is inserted, penetrated, rooted, buried, keyed in, and the like. In the present invention, the section pipe 3' in which the grid 10' is expanded 31 in addition to the section 9' and expanded 30' while being keyed or inserted into the ground 110' is a target, underground, ground, rock, excavation, boring; One of the lower, the bottom; In addition to the extension 30', which is implemented as the intercept 9' is bent, etc. as it is inserted, penetrated, inserted, embedded, keyed, etc. in the back 110', the grid 10' is the bent part, the expanded part, etc. The section tube 3 ′, etc., which is expanded 31 while prying out of the lattice or the grid 10 ′ is expanded 31 by pulling a pulling line connected to the section, etc.

a) The extended lattice-inserted section tube is a1) a section tube with an extended lattice inserted therein, a2) an extensible lattice that expands as it pokes through an incision made by the insertion, driving, loading, etc. of the foundation is inserted inside the outer wall This corresponds to a section tube, etc., which is cut into sections by the incision line or the like. b) the section tube provided with a line of pull between the section and the grid is b1) a section with a line of pull between the section and the grid, b2) a line of pull is provided between the section and the grid, so that the section is refracted or expanded as the line of pull is drawn This includes pulling section tubes, etc. c) When the slice is expanded, one side of the grid is pulled by the pulling line while the other side of the slice tube is expanded. When the slice is expanded, one side of the grid is pulled by the pulling line pulled out by the expansion of the slice. A section tube, etc., which is extended to the outside as the other side protrudes through the extension of the section.

The grid is a grid, a bar grid, a frame grid, a square grid, a length grid, a straight grid, one grid, a plurality of grids, two or more grids, a lattice, a grid provided with a hinge at a point, one side with respect to the hinge The grid is downward and the other side is upward, and the one side is mounted on the slice through the pulling line, and the slice is refracted and expanded due to the driving, loading, etc. of the foundation, pulling the pulling line, one side is downward and the other side is upward Accordingly, the refraction part of the slice, the grating that squeezes out of the extension part, and the like is applicable.

The connection jack (5') is a) a jack (5'), a male jack, a connection jack (5'), a fitting jack, a cigar jack, a one-touch connection jack, a jack inserted into a hole or a plug, b) the base (100'), the connector 105 '), a connecting plate 105', a fastener 105', a tip guard 108', a pin or a composite 16', 17', 18', a hole, a groove formed in a single pipe or a combination body 1', etc. , a jack inserted into a hole, a jack groove, a female jack, a jack hole, a jack hole, c) a jack that is inserted and connected to the base, a male jack, a connecting jack, a cigar jack; d) one of the single pipe or the complex (1') and the base 100', the connector 105', the connecting plate 105', the fastener 105', the tip guard 108', etc. the jack; e) a jack to be inserted into a hole, hole, socket, etc., f) a jack to be inserted into a hole, hole, socket, etc. formed in a foundation, etc., g) a jack to be inserted to connect or fasten each other; h) jacks provided in the pipe, plate, single pipe or composite, connector, fastener, protector, etc. are inserted into holes, holes, sockets, etc. formed in the base to connect or fasten each other; etc. are applicable.

The connecting plate 105' includes a) a plate, a connecting plate, a connector, a fastener, a coupling plate, a tapered plate, a bolt hole forming plate; b) the single tube to the complex; double one tip, one end, top; a plate provided on one of the plates; c) a plate that connects one of the single pipe to the complex and the foundation; d) a plate that is sandwiched between one of the single pipe or the complex and the foundation to interconnect them; e) a plate attached to one of the single pipe or the complex to connect to the foundation; etc. are applicable.

In the pipe or spike pipe provided with the connecting plate or the connecting jack, the connecting plate may include 1) the single pipe or the complex; a) plate, disc, square plate, polygon plate, connecting plate, hollow plate, b) bolt hole provided on one of the tips, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, etc. forming plate, connecting plate, hollow plate, 2) or the single pipe or composite; one of the tips, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, etc., the foundation to the caisson, the pile to the caisson, the beam to the reinforcing bar cage, the reinforcing bar to the boring hole; a) Plate, disk, square plate, polygonal plate, connecting plate, hollow plate, b) for connection with one of the tips, one end, one side, lower end, end, inner, outer, outer perimeter, perimeter, side, inner and outer, head, etc. These include bolt hole forming plates, connecting plates, and hollow plates.

The wall, exterior wall, wall, wall surface, envelope, film, etc. may include a) a wall, an exterior wall, a wall, a wall surface, an envelope, a film, a perimeter, a perimeter, a perimeter wall, an edge wall; b) the wall or edge wall of the single pipe or composite, foundation or RCD foundation; c) the wall or the edge wall on which the line or the cut line, the piece or the slotted piece, the pin or the composite are formed; etc. are applicable.

The cone, cone tube, cone plate, cone type, cone formation, cone shape, cone expansion, cone bulgeom, hollow cone type; con, con term, con word in one or one of the two; A) Cone, cone tube, cone plate, cone shape, cone formation, cone shape, cone expansion, cone expansion, hollow cone shape, cone, cone, cone, hopper, funnel, hollow cone, cone shape, cone, conical, hopper, cone shape, conical shape, cone shape, Erlenmeyer flask, Erlenmeyer flask shape; b) broad at the top and narrow at the bottom or closed conical shape; c) pointed or closed barrels, tubes, cylinders, cones, tubes, pipes; d) barrels, pipes, cylinders, cones, and pipes with a pointed or closed end as the outer periphery is inclined; e) a cone-shaped object in the length or height direction; c) or an object whose wall, wall, exterior wall, exterior, outline, edge, edge, etc. form a cone shape; f) any tube, barrel, tube, pipe, wall, wall, exterior wall, facade, outline, rim, edge; one end, one end, one side; an object having the cone or object on its back; g) or the cone or object such as filling, hollow, non-hollow, and internal hollow; h) A cone-shaped cone tube, a cone plate, and the above-mentioned single tube or composite are applicable. The cone to hollow cone type, cone to object, single pipe to composite, etc. may be provided with, mounted, installed, mounted, fixed, attached, fitted, etc., with the pin or composite, and the like.

1) The excavation, boring, drilling, etc. are a) excavation, excavation, drilling, boring, drilling; b) excavation, excavation, drilling, boring, drilling of objects, ground, rock, etc.; etc. are applicable. 2) The boring part, perforation part, excavation part, excavation part, grouting part, grouting hole, boring hole, excavation vacuum, excavation hole, etc. are a) a boring part, a drilling part, an excavation part, a grouting part, a grouting hole, a boring hole , excavators; b) the boring part or excavation hole of a target, ground, rock, underground, underground; etc. are applicable. 3) The load, upper construction, building construction, load action, building load action, etc. 120' is the load, weight, load, upper construction, building construction, load action, building load acting on or applied to the foundation, its upper part, etc. action, etc. 4) The bearing capacity, the tip bearing capacity, etc. 121 ′ include: a) the bearing capacity of the foundation, the ground, the bedrock, the lower foundation ground, the lower foundation rock, the foundation penetration ground, the foundation penetration rock, and the like, the tip bearing capacity; b) support for the above-mentioned load acting on the foundation, its upper part, etc. or for building load, etc.; etc. are applicable. 5) The ground, bedrock, underground, underground, target, etc. 110' is a) ground, bedrock, underground, underground, target, target site; b) the ground, rock, underground, underground of the excavation part, boring hole, drilling part, etc. (96'); c) the ground, bedrock, underground, underground of the slime (99') in the excavation part, boring hole, perforation part, etc.; etc. are applicable.

The above width, standard, numerical value, diameter, length, height, thickness, width, length, diagonal, diameter, hollow, space, area, surface area, cross-sectional area, ground area, area touching or embedded in the ground or rock, etc. to area; b) said dimensions or area of nominal, one of which is a nominal diameter; c) the above standard or area in nominal or converted terms in circular or cylindrical form; Examples thereof include a nominal diameter converted from a polygonal single tube into a circular single tube, and a converted diameter; d) Nominal or converted dimensions or area in the case of conversion to a circle or a cylinder; Examples of this include nominal diameter and converted diameter for a case where a square tube single tube is converted into a cylindrical single tube; e) In the case of an inclined object, body, tube, plate, single tube or composite, etc., the average of the inclined average, the average of the inclined middle, the average of the inclined middle, the average of the inclined top and bottom, the average of the inclined top and the bottom, etc. size or area; Examples thereof include the average diameter of the center of the inclined single pipe; The average area of the top area and the bottom area of the inclined single pipe; etc. are applicable.

In the present invention, a) materials, base materials, excavators, boring materials, grouting materials, etc. include mortar, ready-mixed concrete, concrete, slurry, bentonite slurry, injection material, mixing material, compaction material, grouting material, underground injection material, underground mixing material, an underground compaction material, an underground grouting material, the beam or the reinforcing material, and the mortar or the underground grouting material into which one of the beams or the reinforcing material is put; b) the base is the beam or reinforcement, mortar or grouting material; c) Slurry, bentonite slurry when excavating ground, rock, and boring holes; d) underground injection, underground mixing, underground compaction, grouting, etc. include injection material, mixing material, compaction material, grouting material, underground injection material, underground mixing material, underground compaction material, underground grouting material; etc are used.

The mortar to the underground grouting material is 1) the mortar to the underground grouting material; 2) the vibrator or the mortar or underground grouting material treated with the vibrator; 3) the mortar or underground grouting material treated with a vibrator and subjected to vibration, vibration, magnetization, etc.; 4) the mortar or underground grouting material with improved fluidity, pressure feeding, transportability, jetting property, permeability, injection property, workability, workability, etc. by vibration, excitation, and magnetization treatment; 5) the mortar or the underground grouting material provided through a storage, a hopper, a compounder, a pump, a supply line, an ejector, an injector, an injector, etc.; 6) The vibrator or the vibrator is provided through a storage, hopper, compounder, pump, supply line, ejector, injector, injector, etc. equipped with, mounted, inserted, inserted, mounted, etc., or vibration, excitation, magnetization, etc. The mortar to be underground grouting material; etc. are applicable.

The base, pile, peer, hooting, caisson, etc. of the present invention include or correspond to the base to the RCD base, the base to the micro base, and the like. And the foundation to RCD foundation, foundation to micro foundation, etc. are beam, rod, reinforcing bar, wire mesh, steel frame, carbon, fiber, H-beam, I-beam, reinforcing bar cage, grouting material, underground injection material, underground injection material, solidification material, binder , slag, fiber, reinforcement; the beam or reinforcement on which one of the pins and strands is mounted; It becomes composition, formation, composition, provision, inclusion, inclusion, immanence, existence, and the like. Examples of these include beam foundations, bar piles, foundations with reinforcing bars, foundations with built-in wire mesh, foundations with steel frames, carbon-containing piles, fiber-containing concrete piles, H-beam piles, I-beam foundations, foundations with reinforced cages inside, grouting These include foundations made of ash, foundations solidified by solidification materials, piles with ground bound by binders, piles containing slag, ready-mixed concrete foundations containing fibers, and piles containing reinforcement materials. In the present invention, the foundation to caisson, foundation to RCD foundation, foundation to micro foundation, etc. are dams, towers, walls, embankments, facilities, buildings, houses, bridges, viaducts, roads, retaining walls, ports, apartments, structures, facilities, etc. The foundation to the caisson, the foundation to the RCD foundation, the foundation to the micro-basic and the like.

of or in the present invention: a) an object, device, appliance, foundation, pile, pier, hooting, caisson, grating; The pin to the complex, the single pipe to the complex, the base to the micropile, the base to the RCD base; one of the above-mentioned walls, exterior walls, walls, pieces or slotted pieces; iron, steel, steel, metal, non-metal, reinforcing bar, steel frame, sten, stainless steel, wood, stone, soil, soil, loess, white clay, masato, granite, sand, sand, sand, gravel, aggregate, crushed stone, Mineral, ore, tailings, bitumen, lime, gypsum, ash, incineration ash, ash, bottom ash, fly ash, slag, sludge, by-product, microorganism, nano water, cement, mortar, milk, ready-mixed concrete, Cement mortar, cement milk, asphalt, concrete, reinforced concrete, PVC, FRP, SUS, reinforcement, fiber, fiber reinforcement, resin, fiber, woven fabric, non-woven fabric, carbon fiber, nanofiber, polymer, geopolymer, synthetic resin, plastic, artificial synthetic resins, polymer synthetic resins; two or more composites; made of or made of such material; b) the material or material of the object or the slotted piece is the iron or the composite; c) the object or the slot-picking piece, etc. are equipped with, constituted, mounted, installed, embedded, inputted, penetrated, injected, contained, contained, mixed, mixed, etc. with the iron or composite material; d) It is possible for the object or the slot picking piece to be one of a), b), and c) above.

The microorganism is a microorganism, Bacillus, Cereus, subtilis, pasteuri, aerobic microorganism, anaerobic microorganism, bacteria, biologic, cell, cell, Cell, microorganism Cell, bacterial Cell, Bacillus Cell, Cereus Cell, subtili S Cell, Pasteuri Cell; These include aeromonas encheleia, aeromonas media, bacillus cereus, bacillus subtilis, bacillus tequilensis, bacillus atrophaeus, bacillus amyloliquefaciens, comamonas thiooxidans, klebsiella pneumoniae, lysochinibacillus fusiformis, raoulcharolyticum, p or lysocinibacillus fusiformis, raoulcharolyticum, etc. The Cell corresponds to a cell, a cell, a cell, a microbial cell, a bacterial cell, a Bacillus Cell, a Cereus Cell, a Subtilis Cell, a Pasteuri Cell, and the like.

The magnetization is magnetization, 磁化, magnetization, 磁性, material magnetization, object magnetization, material magnetization, material magnetization, object magnetization, object magnetization, having magnetization, magnetization occurs, magnetization is generated, vibrating magnetization, excitation magnetization , magnetization after vibration, magnetization after excitation, magnetization by vibrator, magnetization by exciter, magnetization by magnetizer, magnetization by magnetization vibrator, magnetization by magnetized vibrator, magnetization by magnetization vibrator, magnetization by magnetization vibrator, magnetization , being magnetized, the material being magnetized, the material being magnetized, the object being magnetized, the object being magnetized, and so on. And the vibration is vibration, 振motion, vibration, excitation, 加振, excitation, material vibration, object vibration, self vibration, rudder vibration, vibration occurs, vibration is generated, magnetization vibration, magnetic field excitation, vibration after magnetization, excitation after magnetic field , vibration by a vibrator, vibration by a vibrator, vibration by a magnetic field device, vibration by a vibrating magnetizer, vibration by an excitation magnetizer, vibration by a magnetic field vibrator, vibration by a magnetic field vibrator, etc. In the occurrence of the magnetization, excitation or vibration, etc., the occurrence is a) generating, generating, forming, irradiating, launching, radiating, executing, performing, performing, proceeding, performing, becoming, doing, causing; b) a certain substance, object, etc. is magnetized; magnetizing the back; magnetize the back; c) vibrating certain substances, objects, etc.; vibrating your back; vibrating the back; etc. are applicable.

In the above-mentioned single pipe or complex, etc., which has an upper area of one of 10-150% of the bottom area of the shallow foundation and 80-200% of the bottom area of the deep foundation, 10%, 80% or less of the foundation by the single pipe or composite, etc. This is because the improvement of the tip bearing capacity is weak, and at 150% or more than 300%, the single pipe or the composite becomes large, so that economical workability, constructability, applicability, etc. are weak.

The basics, materials, equipment, facilities, etc. of the present invention include the contents shown in the drawings, drawings, etc. of the present invention, the contents described below, and the like. 1 shows a backhoe, an auger, an excavator, a boring machine, a fork crane, and a moving means 10; One of the boom 13, the arm 14 of the boom, the tip 15 of the arm, the rotation means 16 of the tip; a shaft, a rod, a rod or a steel pipe screw, a shaft or a screw, and the like, a coupling rod, a coupling shaft or a screw 20 having two or two mounted on its rotating means; the shaft to the screw 20 of the rotary type 27; And the bit 24 mounted on the tip of one of the shaft or screw is shown. Here, the wings 21 provided on the two or two shafts 20 have different or variable lengths. Here, the length of the wing mounted on the upper shaft among the two shafts is long, and the length of the wing mounted on the lower shaft is relatively short compared to the wing of the upper shaft, and has the characteristic that it is gradually shortened while going downward. Therefore, when the binder is sprayed through the shaft or bit and stirred with the ground by the blades, a deformable solidified soil foundation is formed. 10 double wings at regular intervals along the longitudinal direction of the coupling shaft, or 10 single wings on the right side, and 10 single wings on the left side, a total of 20 single wings, etc. are shown. Here, the wing is tapered, gradually reduced, and decreased in length as it goes to the bottom, and conversely, it gradually expands, expands, and increases in length as it goes to the top. In the present invention, the dotted axis is dotted, gradually reduced; Accumulating means gradually increasing, gradually expanding, etc. In the present invention, the single wing corresponds to a wing mounted on one side, the left side, the right side, etc. of a shaft, a rod, and the like. In addition, the two wings correspond to: a) wings mounted on both sides of the shaft, rod, etc., left and right, left and right, and b) wings mounted to extend on both sides, left and right, left and right sides of the shaft, rod, etc. In the present invention, the number of blades mounted on one shaft, rod, etc., is 3, 4, 5, 7, 10, 15, 20, n, and single wing. In case of 3×2, 4×2, 5×2, 7×2, 10×2, 15×2, 20×2, n, etc. The length of the two wings corresponds to twice the length of the single wing, 1.3 to 3.0 times, and the like. In the present invention, the mounting interval between two or more wings mounted on one shaft, rod, etc. is 5cm, 10cm, 15cm, 20cm, 25cm, 30cm, 40cm, 50cm, arbitrary cm, 5-50cm, 0.01 for the shaft length (H) -0.3H, etc. are applicable.

The shaft, rod, shaft or screw 20 is a backhoe, auger, excavator, boring machine, fork crane, moving means 10, one of these booms 13, the boom arm 14, the arm tip ( 15) and the like, and a hose 64, a pump 63, a blender 62, a hopper 61, a storage or a silo 60, etc. are connected to the shaft, the rod, etc. this is supplied The binder, the solidifying material, etc. 30 is the injection or grouting, etc. to the ground 31 through the shaft, the rod 20, one of the nozzles 25, the bit 24, the bit hole 25, etc. , thereby forming the solidified body, the grouting body, the edge surface foundation, etc. (2, 3, 4, 5, 6, 28).

2 is a backhoe, auger, excavator, crane, boring machine, excavator, fork crane, moving means (10); one of the leaders (14); its leader's tip or cradle hitch (15); a rotating means 16 mounted on the backhoe or the cradle hitch; Shaft and rod 20 mounted on the backhoe or the rotating means; a wing mounted on its shaft, a variable wing 21; a hose (64), pump (63), blender (62), hopper (61), silo or storage (60) sequentially connected to the shaft; It shows the basic composition equipment consisting of etc. In Figure 2, 9 single wing on the left 102, 10 single wing on the right 103 of the shaft, rod, shaft or screw 20, in which three or three are combined, from the upper 100 to the lower ( 101), a bar 23 is mounted on the tip of the 5th single wing on the left 102, and a bar 23 is mounted on the tip of the 3rd single wing on the right (103) from the top 100 to the bottom 101. have. As described above, the single blade may have the same number of left and right sides of the shaft, rod, etc. 20, or may be provided with a different number. In addition, it is possible that two or more wings with a bar or projection occupies the whole of the blade, or it is mounted between a certain number of blades without a bar or projection as described above. In addition, when two or more wings are provided, it is also possible that the wing with the bar or projection and the wing without the bar or projection are alternately mounted on the shaft, the rod, etc. 20 .

In Figure 3a, two or two pieces (20a, 20b) are combined shaft, rod, the shaft to the screw, etc. (20) 6 single wing on the left 102, 7 single wing on the right side 103 of the shaft, Four asymmetric single blades (21b) on the upper shaft, six symmetrical single blades (21a) in the center of the shaft, and three asymmetric single blades (21c) on the lower shaft are provided, and in Figure 3b, three (20a, 20b, 6 mutually symmetrical single blades (21a) on the left and right sides of the upper shaft where 20c) is coupled, three left and right double-sided wings (21b) in the center of the shaft, 6 mutually symmetrical single blades (21c) on the left and right of the lower shaft are provided, In Figure 3c, 8 single wing on the left side of the shaft combined with 4, 9 single wing on the right side of the shaft, and 17 dot-axis type single wing that are dotted down the shaft are provided, and in Figure 3d, 5 (20a, 20b, 20c) , 20d, 20e) 8 single wings of variable length or asymmetric type on the upper part of the combined shaft (21b), two inclined wings (21a) at the center of the shaft, single wings of variable length or asymmetric type on the lower part of the shaft Six (21c) and the like are provided. As described above, the shaft, rod, shaft or screw of the present invention; one of the top, bottom, center, left, right; 2, 3, 5, 10, 20, n, arbitrary, 2, 3, 5, 10, 20, n, optional, etc. wings, variable wings, Single wing, double wing, inclined wing, etc. can be provided.

Figure 4a shows one shaft, rod, shaft or screw, etc. on the left side of 6 single wing, 7 single wing on the right side of the shaft, 4 asymmetrical single wing on the upper part of the shaft (21b), 6 symmetrical single wing on the center of the shaft Dog (21a), asymmetric three blades (21c), etc. are provided on the lower part of the shaft, and Figure 4b shows two symmetrical single blades at the first end of one shaft, two inclined double blades at the second and third ends, 4 And 4 single wing at the 5th end, 1 double wing at the 6th end, and 6 single wings having a length shorter than the length of the 4, 5, and 6 stages at the 7th, 8th and 9th stages, etc., FIG. 4c shows 8 single blades on the left side of one axis and 9 single blades on the right side are provided in a zigzag form or asymmetrically, gradually decreasing in length in the downward direction, and FIG. 6 single wing, 2 inclined double wing on the 4th and 5th ends, 2 symmetrical single wing with the same length on the 6th end, 6 variable asymmetrical single wing with different lengths in the lower part thereof, etc. are provided, as shown in FIG. 4e is provided with two single blades, respectively, two double wings, etc. at the two ends of the center so that the two are symmetrical above and below the combined axis, Figure 4f is one of the three combined axes (20a, 20b, 20c) Four symmetrical single blades 21a on the single axis 20a, three asymmetric single blades 21b with a length smaller than the length of the blade on the second-stage shaft 20b, and the blade on the third-stage shaft 20c 3 asymmetrical single blades 21c, etc., having a length smaller than the length of 2 single wing on the 4th end, 1 double wing on the 4th end, and 2 single wings on which a large protrusion 23a, a middle protrusion 23b, and a small protrusion 23c are mounted on the 5th end, Fig. 4h shows 2 It is asymmetrically equipped with wings that are gradually reduced in length from the upper part to the center of the shaft coupled to the dog, and gradually enlarged in length from the center to the lower part. As described above, in the upper, lower, center, left, right, 1 direction, 2 direction, 3 direction, 4 direction, etc. of the shaft, rod, shaft or screw of the present invention, 2 steps, 3 steps, 5 steps, 10 steps, It is possible to provide symmetrical, asymmetrical, inclined, left-right symmetry, left-right asymmetry, up-down symmetry, up-down asymmetry, etc. for 20-stage, n-stage, arbitrary-stage blades, variable blades, single blades, double blades, and inclined blades. Here, Figure 4e is a vertical symmetrical blade, and Figure 4a, b, c, d, f, g, h, etc. are vertically asymmetrical blades.

Figure 5a shows two coupled shafts, rods, shafts to screws 20; one of the surfaces, the surface, the outer periphery, the outer surface, the outer, the front end, the end, one end, both ends, the inlet, the outlet; The back 20 includes a bar 23, a protrusion 23, a hole 25, a hole 25, a nozzle 25, the vibrator or the vibrator magnetizer 70, etc. show what is possible In the present invention, the protrusion length (ℓ) of the bar, protrusion, etc. can be 0.5 cm, 1 cm, 2 cm, 3 cm, 4 cm, 5 cm, 10 cm, arbitrary cm, 0.1 to 3.0 times the diameter of the shaft, and the like. And it is also possible that the ratio (ℓ/L) of the protrusion length (ℓ) of the bar, the protrusion, etc. and the length (L) of the blade is 0.03 to 0.5 or the like. Here, the bar, protrusion, etc. serves to vertically stir, horizontally stir, and increase the stirring efficiency of the blades. And Figures 5b and 5c show three and four combined screws, a screw pipe, a screw pile, a screw shaft, a screw rod, a screw mounted steel pipe, a screw used as a shaft, and the like. In this case, the stirring performance is improved by the screw. In the present invention, the pitch interval or height of the helix formed on the screw may be 0.5 cm, 1 cm, 2 cm, 3 cm, 4 cm, 5 cm, 10 cm, arbitrary cm, 0.1 to 3.0 times the diameter of the shaft, and the like. 5B is the shaft or the screw 20, etc. in close contact with the outer periphery of the steel pipe, etc., and FIG. 5C is the shaft or the screw 20, etc., in which the screw is mounted at a predetermined distance apart from the outside of the steel pipe. Figure 5d shows six left-right symmetrical single blades (21a) of the upper three stages of the shaft coupled to five, one double-winged blade (21b) at the 4,5th and 6th ends, respectively, the length of the wings is smaller than that of the 7th and 8th ends. Two single wings 21c, two single wings 21d having a shorter length than the wing at the ninth stage, and two single wings 21e having a shorter length than the wing at the ninth stage are shown. Also, from the top to the bottom, wings 21a, wing 21b, wing 21c, wing 21d, and wing 21e are mounted. In addition, in the present invention, n blades of the same length from the upper part of the shaft, n blades having a shorter length than the same length in the lower portion thereof, n blades having a shorter length than the shorter length in the lower portion thereof, etc. can be mounted. Figure 5e shows that six are coupled shafts, the blades having screws formed on the outer periphery of the shafts are mounted. Here, a total of 18 single blades are provided, 9 each on the left and right single blades of the shaft. Here, there is no bit at the tip of the shaft in FIGS. 5A and 5B, and the bit 24 is provided at the tip of the shaft in FIGS. 5C, D, and E. Here, the bit 24 serves for excavation, excavation, and binder injection by rotation of the shaft.

6a shows the same width, thickness, cross section, volume, and the like in the length (ℓ) direction on one side of the tip 22 while having the same width, thickness, cross section, volume, shape, etc. It shows a single wing 21 equipped with projections, bars, protrusions, etc. 23 having a shape or the like. 6b is the same width in the length (ℓ) direction on one side of the tip 22 while having a variable, dot-axis, and wide width, thickness, cross-section, volume, shape, etc. in the length (L) direction of the own 21, It shows the double wing 21 equipped with protrusions, bars, protrusions, etc. 23 having thickness, cross section, volume, shape, and the like. Figure 6c is variable in the length (L) direction of the own 21, while having a width, thickness, cross section, volume, shape, etc. of variable, dotted axis, incremented, etc., variable in the length (ℓ) direction on one side of the tip 22, dotted axis , shows a single wing 21 equipped with protrusions, bars, protrusions, etc. 23 having a width, thickness, cross section, volume, shape, etc. of gradually increasing. As described above, the blades, variable blades, etc. 21 of the present invention can have the same length, width, thickness, cross section, volume, shape, etc. the wings; its face, surface, outer surface, tip; It is possible to mount the vibrator or the vibrator magnetizer 70 on the back. Here, the projections, bars, protrusions, etc. 23 are shown to be mounted on one side of the wing tip in FIGS. 6A, 6B, 6C, and the like. Here, the left side of the wing in FIGS. 6A and 6C is mounted on the shaft, and the center of the wing in FIG. 6B is mounted on the shaft, and rotates by the rotation of the shaft to agitate binder, soil, soil, residual soil, ground, slime, and the like. At this time, the stirring efficiency is improved by the projections, bars, protrusions, etc. 23 attached to the wing.

7 shows that projections, bars, protrusions, etc. 23 are mounted on both sides of the wing. Here, the left side of the wing in FIGS. 7a, 7b, and 7c is mounted on the shaft. 7 shows that projections, bars, protrusions, etc. 23 are mounted on both sides of the wing, so that the stirring efficiency is improved compared to that mounted on one side of the wing of FIG. 6 of the wing. 7a shows the same width, thickness, cross-section, volume, shape, etc. in the length (L) direction of itself 21 and the same width, thickness, cross-section, volume, and the like on both sides of the tip 22 in the length (ℓ) direction It shows a single wing 21 equipped with projections, bars, protrusions, etc. 23 having a shape or the like. 7b shows the length (L) of itself 21 variable in the length (ℓ) direction on both sides of the tip 22 while having width, thickness, cross section, volume, shape, etc. of variable, dot-axis, increment, etc., variable in the length (ℓ) direction, dot-axis , shows a single wing 21 equipped with inclined protrusions, bars, protrusions, etc. 23 having a width, thickness, cross section, volume, shape, etc. of gradually increasing. 7c is variable in the length (L) direction of the own 21, while having a width, thickness, cross section, volume, shape, etc. of variable, dotted axis, incremented, etc., it is variable in the length (ℓ) direction on one side of the middle and tip 22 , shows the inclined single wing 21 equipped with protrusions, bars, protrusions, etc. 23 having width, thickness, cross section, volume, shape, etc.

8 shows that the blades 21 are mounted in one direction, two directions, three directions, four directions, etc. of the shaft, rod, screw 20, and the like. With respect to a certain axis, FIG. 8A shows an example in which the blades are mounted in one direction, FIG. 8B is two directions, FIG. 8C is three directions, and FIG. 8D is four directions. Here, the blade 21 is rotated by the rotation 27 of the shaft 20 to stir the binder 30, the soil 31, the ground 31, the slime 32, the reinforcement material 33 such as fibers, etc. A solid foundation (2, 3, 4, 5, 28) having a shape of the rotational trajectory of the blade (28) is formed.

The upper figure of Figure 9a shows the shaft or screw on which two stages of symmetrical single wing mounted on the rotating means 16 mounted on a backhoe, auger, excavator, boring machine, fork crane, moving means, etc. The mounted shaft or screw, the shaft or screw on which one stage of a symmetrical single wing is mounted, and equipment equipped with an excavation bit in the lower part thereof, the lower figure shows the rotation, stirring, and injection of the shaft or the screw, etc. The solidified body or the grouting body formed by grouting or the like, a single base, a cylindrical base, a base having the above shape, and the like are shown. The upper figure of FIG. 9b shows a coupling axis in which one shaft on which three symmetrical single blades are mounted, and one shaft on which five symmetrical single blades of five steps having a length shorter than the length of the single wing are mounted, The lower figure shows the solidified body or the grouting body formed by the rotation of the shaft, the stirring, the injection or grouting, etc., a single foundation, a cross-section foundation, a foundation having the above shape, or a large bore same cross-section and a cone cross-section in the middle It represents a base, etc. with the same cross-section in the lower part of the small bore. The upper figure of FIG. 9c shows a coupling shaft in which one shaft on which three tiers of asymmetrical single blades are mounted, and one shaft on which five tiers of asymmetrical single wings with a length shorter than the length of the single wing are mounted. and the lower figure shows the solidified body or the grouting body formed by the rotation of the shaft, agitation, the injection or grouting, etc. The upper figure of FIG. 9d shows one axis on which one stage of symmetrical double wings and one stage of left and right symmetrical single wings are mounted, one stage of left and right symmetrical double wings with a length longer than the length of the single blade, and the left and right sides of the first stage The symmetrical single-winged shaft shows a coupling shaft coupled to one shaft, and the lower figure shows the solidified body or the grouting body formed by the rotation, stirring, injection or grouting of the shaft, one of the foundation, the side base, the inverted cone type or An inverted funnel-shaped foundation, a foundation having the above shape, and the like are shown. The upper figure of FIG. 9E shows one shaft with a total of 8 single blades, each of which increases in length from left to right, and an axis 1 on which a total of 8 single blades, each with 4 single blades increasing in length from left to right, are mounted. The bone shows the bonding shaft to which the bones are coupled, and the lower figure shows the solidified body or the grouting body formed by rotation of the shaft, agitation, the injection or grouting, etc. Herein, the foundation, the solidified body or the grouting body includes binder, soil, soil, residual soil, ground, slime, reinforcing material, and the like.

9 b, 11 d, etc. a) a cylindrical portion (2); b) a cone part 3 whose diameter or cross-section is gradually reduced along the central axis direction of itself (3); c) a diameter smaller than or equal to the diameter of one of the cylindrical part 2, the cone part 3, the cone part top 3-1, and the cone part middle 3-2, or the same diameter as the cone part bottom 3-3 Cylindrical tail with a (4); etc. are shown.

10 is a schematic view of a reinforcing material according to the present invention, and FIG. 10 a is a reinforcing material, a simple reinforcing material, and a surface smooth reinforcing material 33; Fig. 10b shows a reinforcement 33 equipped with a bar, protrusion, protrusion, etc. 34, a rough surface reinforcement 33; Fig. 10c shows a reinforcement 33 on which a plate, an extension plate, a tip extension plate, a bottom extension plate, etc. 36 are mounted; 10D, 10E, etc. show a screw, a screw reinforcement, a screw mounting reinforcement 35; Fig. 10f shows a reinforcing member 33 mounted with pins, rings, bars, protrusions, protrusions, etc. 34 and plates, extension plates, tip extension plates, lower extension plates, etc. 36; 10g is a reinforcing material 33 such as a beam, H-beam, I-beam, H-beam, I-beam; 10h is a reinforcing material 33, such as a reinforcing bar network, reinforcing bar assembly, and a reinforcing bar cage; 10i is a reinforcing member 33 having a plate, an extension plate, a tip extension plate, a lower extension plate, and the like 36 mounted on its tip by bolts, screws, etc.; etc.

Figure 11a is a backhoe, auger, excavator, etc. by the binder or solidifying material injection by the rotary shaft 20 mounted on 10, stirring the binder, the injection or grouting, etc. The operation of forming the underground solidification type foundation 5, where the binder , the solidification material 30 is a storage or silo 60, a hopper 61, a blender 62, a pump 63, a hose 64, etc. via the shaft 20, the blade 21; Of these, supply, injection, injection, etc. are performed through one hole, hole, nozzle 25, bit 24, bit hole 25, and the like. Figure 11b is the solid foundation (5) formed by the above operation and the surface layer foundation (1) above it, Figure 11c is the injection or grouting, solidification, foundation, etc. using the backhoe, auger, excavator, intruder, etc. 11 Protrusion 34 forming reinforcement 33 insertion scene, FIG. 11d is a backhoe, auger, excavator, etc. 12 using binder, soil, residual soil, sand, slime, reinforcement, etc. (30, 31, 32, 33) is mixed It represents the composition of the surface layer foundation (1) formed by , laying, daim, kogyeol, etc.

12 is a schematic view showing the base composition of the side cross-section, the insertion of reinforcement, and the composition of the surface layer foundation according to the present invention. The injection or grouting by the wing 21 or the like, FIG. 12C is the drawing of the shaft 20, FIG. 12D is the foundation 5 formed in the ground by the above operation, and FIG. 12E is the reinforcement 33 by the backhoe etc. 11 ) insertion, FIG. 12f is a foundation 5 with a reinforcement inserted therein, FIG. 12g is a surface foundation (1) composition operation using a backhoe etc. (12), FIG. 12h is an underground foundation (5) and a surface foundation (1) above it , shows a building, a structure 40, and the like placed on top of it. The main equipment (10, 11, 12) used for the work of Figs. 12a to 12g here has a feature capable of one backhoe, auger, excavator, boring machine, fork crane, and the like. That is, it indicates that the work of FIGS. 12A to 12G is possible with one backhoe, auger, excavator, boring machine, fork crane, and the like.

13 is a plan view showing the side foundation 5, the reinforcement 33, and the surface foundation 1 according to the present invention, which are 1, 2, 3, 4, 5, optional; two or more groups, groups, groups; Composite foundation consisting of the side foundation (5) of the back, the reinforcement material (33) inserted into the foundation, the surface layer foundation (1) installed on the upper part of the foundation, the edge side foundation (5) and the surrounding ground (31), Composite foundation of the side foundation (5) and the surface foundation (1), the composite foundation of the side foundation (5) and the reinforcement (33) and the surface foundation (1), the side foundation (5) and the surrounding ground (31) The composite foundation of the reinforcement material (33) and the surface layer foundation (1) is shown.

14 is a schematic view of a foundation and a facility according to the present invention, and FIGS. 14a and 14b are a foundation using a screw rod, a ground bearing after using a screw rod, a foundation for inserting a screw reinforcement (5, 28); Fig. 14c shows a three-tiered lateral section foundation (5, 28); A large-diameter equal cross-section (2) of the upper first stage, a medium-diameter equal cross-section (2) of the middle first stage, and a side cross-section base (5, 28) of a small-diameter equal cross-section (2) of a lower stage; Figure 14d is a two-stage side end face foundation (5, 28) in which the reinforcement member 33 with the expansion plate is inserted at the tip end; a large-diameter equal cross-section (2) of an upper first stage and a small-diameter equal cross-section (2) of a lower stage, and a two-stage side end surface base (5, 28) in which a reinforcing material with an extension plate is inserted at the tip; Fig. 14e is a cross-section foundation 5, 28 of three tiers 2, 3, 4 or three supporting layers 2, 3, 4; The side cross-section foundations (5, 28) of the large-diameter equal cross-section (2) of the upper first stage, the cone cross-section (3) of the middle stage and the small-diameter equal cross-section (4) of the lower stage; 14f shows foundations 5 and 28 with beam stiffeners inserted; 14G shows the bases of cone-shaped 3, funnel-shaped 3, downwardly pointed (3), upwardly-pointed (3) and the like, side-section foundations 5 and 28; Figure 14h shows the foundation, side cross-section foundations 5 and 28, etc. in which reinforcement materials such as wire mesh, reinforcing bar mesh, and rebar cage are inserted into the foundation of Figure 14g, and the surface layer foundation (1) installed on top of the foundation in Figures 14a to 14h ), the composite foundation consisting of the side foundation (5) and the reinforcement (33), the composite foundation of the side foundation (5) and the surface foundation (1), the composite foundation consisting of the side foundation (5) and the surrounding ground (31) Composite foundation consisting of the foundation, the side foundation (5) and its surrounding ground (31) and reinforcement (33), the side foundation (5) and its surrounding ground (31), the reinforcement (33), and the surface foundation (1) It represents the constructed composite foundation, facilities, buildings, structures 40, etc. in which the foundation is used or supported.

15 is a surface layer foundation (1), a large-diameter equal section (2) and a cone section (3) and a small-diameter equal section (4) of the surface layer foundation (5), the side base (5) and its periphery according to the present invention Composite foundation composed of the ground 31, facilities, buildings, structures 40, etc. mounted on the foundation are shown. 15A shows a levee, road, etc. 42; 15B is a wall, retaining wall, retaining wall, etc. 43; 15c is a reinforcing earth, reinforced earth retaining wall, etc. 44; 15D shows a culvert, box, pipeline, etc. 45; 15E shows a building, a house, a shopping mall, an apartment, a mixed-use building, etc. 41; 15f shows a basement, an underpass, an underground parking lot, etc. 46; 15G shows roads, railways, etc. 47; 15H shows an alternating light 48; 15i shows bridges, overpasses, etc. 49; 15J shows a facility 40 of a pier, pier, etc. 50 .

16 is a schematic diagram of a foundation, a cross-section foundation, a surface foundation, a facility, and an N value according to the present invention, wherein the foundation is 1) its own a) within 15 m in depth, 5 to 15 m; b) The tip is mounted on the weathered soil layer, the weathered rock layer, and the N level 18~35 strata; at least one of the edge-face foundations (5); 2) The upper section of the side section is placed on a stratum with an N value of 15 to 30, the lower section is placed on a stratum with an N value of 18 to 35, and the middle of the upper and lower sections is placed on a stratum with an N value of 16 to 32. The edge of the base (5) to be ideal; 3) The upper equal section 2 of the side section is mounted on a stratum with an N value of 15 to 30, and the lower equal section 4 having a smaller diameter than the same section is mounted on a stratum with an N value of 18 to 35, and the upper and At least one side-section foundation (5) of which the cone section (3), which is the middle of the lower part, is mounted on the stratum with an N value of 16 to 32; 4) the surface foundation (1) of the upper section of the foundation (5); 5) The foundations 1 and 5 supporting the facilities, buildings, structures, etc. 40 correspond to each other.

The N value represents N value, N value, N-value, an index indicating the hardness of the ground, and the number of hammer blows required to penetrate the sampler by 30 cm in the standard penetration test. Here, in the standard penetration test (SPT), a sampler with an outer diameter of 51 mm and a length of 81 cm is attached to the tip of a boring bar, and the knocking head attached to the upper part of the bar has a weight of 63.5 kg and a drop height of 75 cm. It is a test in which the sampler is penetrated into the ground by striking a hammer, and the number of blows indicated for penetrating the sampler by 30 cm is N.

14, 15, and 16 of the present invention show an example in which the beam or iron bracing, etc. 130 is installed in the wall or space for earthquake resistance, seismic reinforcement, earthquake reinforcement, etc. of the facility to earthquake reinforcement construction facilities. Therefore, in the present invention, a predetermined reinforcing material is used, so that not only the foundation but also the facilities supported by the foundation, houses, buildings, structures, facilities, etc. can be earthquake-resistant or earthquake-reinforced. 14, the earthquake-resistant reinforcement 130 of the building 40 is from left to right, X-shaped steel frame or reinforcement or bracing, □-shaped steel frame or reinforcement or bracing, □ and X composite steel frame or reinforcement or bracing, etc. 130 of Three examples are shown. The earthquake-resistant reinforcement 130 of the building 40 of FIG. 15 shows a case of type 1 of the composite steel frame, reinforcement, bracing, etc. 130 of □ and X. The earthquake-resistant reinforcement 130 of the building 40 of FIG. 16 is from the top to the bottom of the X-shaped steel frame or reinforcement or bracing, the □-shaped steel frame or reinforcement or bracing, the □ and X composite steel frame or reinforcement or bracing, etc. (130) Three examples are shown.

17 and 18 are schematic diagrams of a vibrator, a magnetizer, a vibrator, a magnetizer, an exciter, a magnetizer, a vibrator, and a vibrator according to the present invention. The vibrator or vibrator magnetizer 70, 80, 81, 82 includes a vibrator, a vibrator, a magnetizer, a magnetization vibrator, a vibrating magnetizer, a magnetization vibrator of vibration after magnetization, a vibrating magnetizer of magnetization after vibration; the vibrator or vibrator magnetizer built into the case 90; etc. are applicable. When the vibrator or vibrator magnetizer is used or mounted on the equipment, shaft, blade, etc. a) The material used for stirring, injection or grouting by the equipment, shaft, blade, etc. Vibration, excitation, magnetization, magnetization vibration, vibratory magnetization, etc.; b) Agitation, fluidity, flowability of the above material or liquid solidifying material. magnetization, energy, granularity, atomization, nanoization; c) injection, input, spraying, mixing, mixing, infiltration, pouring, stirring, compaction, injection, grouting, reaction, hydration reaction, pozzolan reaction, hydroxylation reaction, binding reaction, solidification reaction, coagulation reaction, curing reaction; d) strength, rigidity, durability of the foundation or composite foundation, which are the curing agents of the solidification material; It has characteristics such as generation, generation, expression, display, improvement, increase, efficiency improvement, and the like.

19 shows a schematic diagram of a uniaxial rotation means and a multi-axis rotation means according to the present invention. Figure 19a shows a uniaxial rotation means, a rod having a tip bar mounted thereon or a tip mounted wing mounted rod, a rod having a tip bar non-attached wing mounted in the lower portion of the rod, and an excavation bit provided in the lower portion of the rod. 19b is a two-axis rotation means, a rod having a symmetrical blade mounted on one of its rotation means, a rod having an asymmetrical blade mounted on its rod lower portion, a three-stage symmetrical blade mounted on a lower portion of the rod and asymmetrical blades below it. It shows a rod with an excavation bit under its rod, and three coupling screws mounted on the other rotating means. 19c is a screw in which four are coupled to the first rotation means of the three-axis rotation means; a steel pipe in which two pieces are coupled to the second rotating means; The third rotation means shows a rod equipped with 4 symmetrical blades with a tip bar or tip mounted, a rod equipped with 6 symmetrical blades without a tip bar, and a rod structure composed of an excavation bit. As described above, in the present invention, rotation means such as 1-axis, 2-axis, 3-axis, 4-axis, 5-axis, and multi-axis are used, and 1 copy, 2 copies, 3 copies, 10 copies, multiple copies, and arbitrary copies are used for the rotation means. The shaft, rod, shaft or screw, etc. are mounted or connected and mounted, and symmetrical, asymmetrical, tip bar, tip protrusion, etc. blades, variable blades, etc. are mounted on their shaft, and the lower part of the shaft has a bit, Excavation bits and the like are mounted. where axis, rod, bit; double one hole, hole, nozzle; Binder, air, pressure water, pressure air, etc. are sprayed, injected, ejected, etc. into the soil, the ground, etc., and a solidified body, a solidified base, etc. are formed on the ground.

Figure 20 is a schematic view of a coupling of a wing and a rod according to the present invention, Figure 20a is a bit 24 at one end or the lower end; a rod (lower rod) having eight single blades (lower figure) 21b mounted along the axial direction on its bit; a rod (upper rod) having six single blades 21b of variable length provided with a protrusion at the tip of its rod (lower rod) along the axial direction; represents a sequentially connected multi-stage rod. 20b shows a bit 24 at one end or at the bottom; a rod (lower rod) having four double blades (lower figure) 21b of the same length mounted along the axial direction on its bit; a rod (upper rod) in which three variable-length double-winged wings (21b) having protrusions at the tip of the rod (lower rod) are mounted along the axial direction; represents a sequentially connected multi-stage rod. 20c shows a bit 24 at one end or at the bottom; a rod (lower rod) having 8 inclined single blades (lower figure) 21b of the same length mounted along its bit in the axial direction; a rod (upper rod) in which six (21b) inclined single blades of variable length with a protrusion at the tip of the rod (lower rod) are mounted along the axial direction; represents a sequentially connected multi-stage rod.

21 is a representative schematic diagram of a seismic reinforcement 130 applied to a facility, building, house, structure, ground structure, underground structure, etc. according to the present invention, in the order of a, b, c, d, e, f X-shaped (cross-sectional view) ), □-shaped (three-dimensional shape), composite type of X and □-shaped (cross-sectional view), T-shaped (cross-sectional view), I-shaped (cross-sectional view), and I-type (three-dimensional shape) reinforcing materials are shown. 21 d, e and f show bolt holes 131, flanges 132, webs 133, and the like of the reinforcement. Here, the bolt hole 131 is used when connecting the reinforcing material to the facility, wall or space with bolts, nuts, nails, rods, or the like. And the flange 132, the web 133, etc. become one element, member, material, etc. constituting the reinforcing material.

22, ' should be displayed on the right side of the symbols shown in the figure below, but this has been omitted. 22, it can be recognized that the symbols shown in the figure below are marked with ' on the right side.

Figure 22 shows a schematic diagram showing the base on which the section tube of the projection-forming triple tube according to the present invention is mounted. This is a wall, an outer wall, a border wall, etc. formed with the protrusion, the pin or the composite, etc. (16', 17', 18'), the line or the cut line 9', the piece or the slotted piece 9' It shows a section tube of a triple tube (3, 3-1, 3-2, 3-3) composed of (7') or a foundation (100') on which the single tube or complex (1', 3') is mounted. .

Here, a plate, a connecting plate, a hole-forming plate, a tapered plate, etc. (2') are mounted on the tip, side, upper, etc. of the section tube or the single tube or the composite, etc. (1', 3'), and the plate (2') Or through the hole (4'), the connecting jack (5'), etc. formed therein, the cutting tube or the single tube or the complex (1', 3') is the foundation 100', its hole 4', the protector 108' ), connection, welding, bolt (6') connection, etc. to the guard hole. Here, the triple tube is composed of three tubes: an outer tube, a middle tube on the inside, and an inner tube on the inside of the middle tube. And in the case of a double tube, it is composed of two tubes, such as an outer tube and an inner tube.

wherein the line to the cut line 9', the piece to the slotted piece 9', a wall, a wall, an outer wall 7', or a triple tube 3-1, 3-2, 3-3 having one of them , section tube (1', 3'), single tube or complex (1', 3'), etc. are the foundation (100'), its insertion (97'), penetration, drop, driving (98'), self weight, load ( 120 '), the surface load (120'), etc., in the underground 110', the refraction 30', the expansion 30', etc. become an area, a volume, a cross-sectional area, a planar area, a resistance area, a friction area, a projected area, As the tip area is increased, the bearing capacity, the tip bearing capacity, etc. 121 ′ are improved.

The line to the section line 9', the piece to the slotted piece 9', etc. are a triple pipe (3-1, 3-2, 3-3), a section pipe (1', 3'), a single pipe or a complex (1', 3'), one end (20') of one wall, wall, outer wall (7'), etc., from one end (20') to one point (21'), from one end (20') to the other end ( 22') is formed up to a point 21' in the direction, etc.

Figure 22 (a) shows the single pipe to the complex (1 '), Figure 22 (b) shows the single pipe to the complex (1 ') and a foundation positioned on its top, the tip of the base, the bottom, At one end, it is possible to mount a protector, a hole forming protector, a bolt hole forming protector, etc. (108') on the back. 22 (c) is a penetration (97'), embedding, driving (98'), loading (120'), etc. while the line to the slice line (9'), the piece to the slot picking piece (9'), the wall to Outer wall (7'), triple tube (3-1, 3-2, 3-3), section tube (1', 3'), single tube or complex (1', 3'), etc. are bent, bent, expanded, etc. (30') is shown, the contents of which are also included in the present invention. In Fig. 22 (a), the outer diameter of the plate and the outer diameter of the tube or the triple tube are the same, and in Fig. 22 (b) it shows that the outer diameter of the plate is larger than the outer diameter of the tube or the triple tube.

When the refraction, bending, and expansion 30' is performed, the line to the slice line 9', the slice to the slotted piece 9', the wall to the outer wall 7', the triple tube 3-1, 3-2 , 3-3), intersecting tube (1', 3'), single tube or complex (1', 3'), pin or complex (16', 17', 18'), etc. are the target, underground, ground, rock It is firmly embedded in the back 110' to be fixed, and the support power is improved.

23 shows a schematic diagram showing the base on which the extended type, inclined section tube of the projection-forming triple tube according to the present invention is mounted. This shows a protrusion, an extended type of a triple tube, an inclined type, an inclined extended type, etc. of which the pin or the complex is formed, and a base on which the single pipe or the complex etc. (1') is mounted. In Figure 23 (a), the outer diameter of the plate and the outer diameter of the tube or triple tube are the same, and in Figure 23 (b) shows that the outer diameter of the plate is larger than the outer diameter of the tube or triple tube.

Here, the line to the section line (9'), the piece to the slotted piece (9'), the triple pipe (3-1, 3-2, 3-3), the section pipe (1', 3'), the single pipe or the complex (1', 3'), one of the walls, wall, outer wall 7', etc. is inclined outward by a predetermined angle of inclination α from a vertical line in the longitudinal direction, so that one end (20'), one end (20') From to one point 21', from one end 20' to the other end 22' in the direction of one point 21', the back expands, cone expansion, oblique expansion, taper expansion, inward expansion, outward expansion, outward expansion , incision inward expansion, incision outward expansion, incision inward outward expansion, and the like. Such an expansion type has a feature of being easily additional refraction, expansion, etc. (30') in the underground (110') compared to the vertical type.

The line or section line 9' made of or made of the expansion, cone expansion, oblique expansion, tapered expansion, inward expansion, outward expansion, outward expansion, incision inward expansion, incision outward expansion, incision inward outward expansion, or the like; Piece to slot-picking piece (9'), triple tube (3-1, 3-2, 3-3), cut tube (1', 3'), single tube to complex (1', 3'), one of Walls, walls, outer walls 7', etc., the foundation 110' is intrusion (97'), embedded, driving (98'), loading (120'), etc. while additionally refraction, expansion, etc. (30') do.

24 shows a schematic diagram showing the foundation on which the grid-equipped incision tube according to the present invention is mounted. This is in addition to the fragment (9') expansion (30') while being keyed in or inserted into the expanded grid 10' inserted interceptor tube 3' or the single tube or complex 1', 3', the ground 110'. The intersecting tube 3' or the single tube or the complex 1', 3' in which the grid 10' is extended 31, the grid 10' is a bent portion or the fragment line 9' of the fragment 9' ( When one side of the grid 10' is pulled by the pulling wire 11' when the composite 1', 3' and the slice 9' are expanded (30'), the other side is expanded (31). (3') or the above single tube to complex (1', 3'), etc. are shown.

This is in addition to the extension 31 of the grid 10', the line to the intercept line 9', the piece to the slotted piece 9', the triple tube 3-1, 3-2, 3-3, the intercept. The double expansion concept in which the pipe (1', 3'), single pipe or complex (1', 3'), one wall, wall, outer wall 7', etc. are expanded (30') is applied, and the basic bearing capacity ( 121') is greatly helpful.

25 is a schematic diagram showing the expansion of the extended section tube of the triple tube with projections according to the present invention, and further expansion in the underground. This shows that the single pipe or the complex (1') equipped with the protrusion, the pin or the complex, etc., the expanded section pipe of the triple pipe, etc. are additionally expanded in the underground during, after, under the load, etc. during the construction of the foundation.

Figure 26 shows a schematic diagram showing the incision and the expansion of the protrusion-forming section tube of the present invention, the underground expansion, and the like. These include: a) said incision, incision to ablation (9'), cone to slotting (9'), cone to compound (9'); b) a line to an intercept line (9') by one of them; x) the single tube to the complex (1'), the triple tube expansion-type section tube, the protrusion section section tube (1', 3'); y) It shows that one piece or the slot picking piece (9'), etc. is expanded (30') in the underground (110') during, after, loading, etc. during the construction of the foundation.

27 shows a schematic diagram showing the expansion of the triple section tube with the incision and protrusion of the present invention, the expansion in the basement, and the like. This is the single tube to the complex (1'); double one wall, intersecting; Pins or complexes are formed on the back, and the single tubes or complexes (1') by the incision or tip widening (9'); Among them, a section pipe made of a triple pipe of an inner pipe, a middle pipe, and an outer pipe with a section on one wall, and its section pipe is expanded (30') in the underground (110') during, after, loading, etc. show

The cutting, breaking, picking, bending, expansion, bending, bending expansion, bending expansion, etc. of the present invention are shown in FIGS. 22 to 32 and the like. Among them, the bending and the bending are simultaneously shown in FIGS. 27, 28, and 29, so that they can be visually compared.

28 shows a schematic diagram showing the wedge expansion of the incision and protrusion-forming section tube of the present invention, the wedge expansion in the underground, and the like. This includes the construction, installation, penetration, and driving of foundations; Among them, the single pipe or composite, etc. (1') including the intercepted pipe in one of the middle, rear, or foundation loading, load loading, building construction, etc. is wedged, wedged, wedged, wedged in the underground (110') , wedge-shaped driving, wedge-shaped driving, etc.

Figure 29 shows a schematic diagram showing the cone expansion, underground cone expansion, etc. of the incision and protrusion forming section of the present invention. This is because a) the cutting to the tip widening (9'), thereby forming the line to the cutting line (9'), the cutting to the slotted piece (9'), and the like, and b) the cutting to the slotted piece (9'). ), the fins or composites, etc. (16', 17', 18') are formed on the wall (7'), on which one or more of them are formed, the single pipe or the composite (1') (3') provided with the wall thereof, c) construction, installation, penetration, driving of the foundation 100'; Among them, the single pipe or the complex (1') provided at the tip of the foundation, such as the middle, the rear, or the load on the foundation, the load load, the building construction 120', etc., the one of the walls, the line formed on one of the Slicing line, piece or slot-picking piece is expanded in the shape of cone, cone, funnel, etc. (30'), d) The pin or composite (16', 17', 18'), etc., are placed in its extension, e) It shows that the foundation is firmly driven into the ground, fixed, and the bearing capacity 121' is improved by its existence.

Figure 30 shows a schematic diagram showing the expansion of the triple section tube according to the present invention, the underground expansion, and the like. This includes the construction, installation, penetration, and driving of the foundation 100 ′ provided at the tip of a cut pipe made of a triple pipe of an inner tube, a middle tube, and an outer tube; Among them, the cut pipe or the single pipe or the complex 1' is inserted in the underground, and the expanded plan, projection, plan, projection area, etc. As described above, it is shown that the single pipe or the composite etc. 1' of the present invention provided at the tip of the foundation is expanded while being inserted in the underground and spread out in a sectoral shape to increase the cross-sectional area.

Figure 31 shows a schematic diagram showing the expansion of the pin and plate-shaped triple section tube according to the present invention, the underground expansion, and the like. This is a triple tube consisting of a cylindrical middle tube and an inner tube with a shape or shape such as a pin, a pin piece, a flattened pin, a protruding pin, a nail pin, etc. (1') It shows the expansion in the underground by driving and loading of the foundation.

Figure 32 shows a schematic diagram showing a tapered plate, a tapered pipe and its expansion, underground expansion, etc. according to the present invention. This shows that the tapered plate, the tapered pipe, the tapered single pipe or the composite 1' and the teeth are expanded in the underground by driving and loading of the foundation. Figure 32 (a) is an external straight and internal hollow tapered plate (2'); (b) is an external curved and internal non-hollow and partially cut-out (9') tapered plate (2'); (c) is a tube provided with a tapered plate; (d) is a tapered tube provided with a pick-up type tapered plate; (e) is a base (100') provided with an external curved and internal hollow tapered plate at the tip; (f) shows the external curve and the internal hollow tapered plate and the base 100' etc. on which the tapered pipe is mounted at the front end. The tapered pipe 3', its wall 7', a piece formed therein or constituting it, a section 9' by insertion, driving, loading, etc. of the foundation; Refraction, extension, extension of refraction, and extension of refraction 30' are possible.

33 is a schematic diagram showing a plate with a tube or fins according to the present invention. In the present invention, a plate equipped with an incision tube, an incision tube, a tear tube, a tapered tube, etc., a plate equipped with the pin or composite, etc., a plate equipped with an incision tube and a pin, a plate equipped with an incision tube equipped with a pin, etc. are possible. The pipe or plate is mounted on the tip of the foundation by bolts, welding, etc., and the foundation is constructed by penetrating, driving, etc. into the ground, underground, boring hole, grouting hole, etc. Here, the tube or plate is expanded, protruded, incised, etc. to the inside (161'), inward (161'), hollow (161'), outside (162'), outward (162'), etc. of the foundation, the outer wall of the foundation, etc. It is possible. Here, the cross-section of the pipe or plate contributes to the calculation or increase of the end bearing capacity in addition to the cross-section of the outer wall of the foundation. Figure 33 (a) is an outer wall 160 vertical and inner hollow disk (2'); (b) the outer wall 160, vertical and inner non-hollow and partially cut-out (9') disk (2'); (c) is an incision tube equipped with a disc; (d) is an incision tube equipped with a picking-type disc; (E) is a base (100 ') provided with a circular plate with a pin or strand body of the outer vertical and inner hollow at the tip; (f) shows the base 100 'and the like on which a tapered tube with a vertical and internal hollow disk is mounted on the tip. The tapered pipe 3', its wall 7', a piece formed therein or constituting it, a section 9' by insertion, driving, loading, etc. of the foundation; Refraction, extension, extension of refraction, and extension of refraction 30' are possible.

34 shows a schematic diagram showing a process for manufacturing a foundation in a factory according to the present invention. This is to manufacture, produce, manufacture, etc. the foundation 110' in the factory, indoor, product factory, ready-mixed concrete factory, concrete factory, concrete secondary product factory, etc. 80'. This process includes a storage 82' for storing raw materials, a hopper 83' for putting raw materials into a blender, etc., a blender 84' for blending raw materials, a pump 87' for pressurizing the blended concrete, and concrete supply. The base 100' is manufactured by pouring and curing the formwork 89' through the supply line 88', such as a hose, pipe, etc. . The storage, hopper, compounder, its blades, mixing blades 85', other pumps, supply lines, concrete 86', etc. are equipped with the vibrator 81', etc. to provide fluidity, mobility, permeability, injectability of the compound , and workability is improved.

35 shows a schematic diagram showing the process of constructing a foundation on site according to the present invention. It excavates the ground through the construction equipment ((2'), one of which is a boring machine, a drilling machine, an excavator, a rod 93' mounted on one of them ((2'), a bit 94'), etc. Thereby, the boring hole 96' is formed, the casing 95' is installed to protect the wall of the boring hole, the factory manufactured foundation 100' is inserted into the boring hole 96', the foundation is formed by driving, or rebar (91') insert After pouring concrete (86'), it shows scenes such as the formation of the suspension foundation (100').

Here, Fig. a) shows the formation of underground excavation, boring hole, underground injection part, grouting part, and grouting hole formation; slime 99' which is the residue of the slurry present at the bottom of the boring hole 96'; b) is based on excavation, boring, grouting, grouting, etc., inserting files, etc.; c) is concrete pouring after inserting reinforcing bars into an excavation part, a boring hole, etc., in this case, the single pipe or composite (1') can be mounted on the lower part of the reinforcement, excavation part, boring hole, etc.; d) is driving such as excavation, boring, grouting, foundation, pile, etc. inserted into the grouting hole; e) is a beam, a steel pipe, an iron pipe, a beam foundation, a steel pipe foundation, etc., in which the single pipe or composite is mounted on an excavation part, a boring hole, a grouting part, a grouting hole, etc., refraction, expansion of the single pipe or composite; f) is the refraction, expansion of the single pipe or composite attached to the reinforcing bar by the foundation, driving or building load, etc. composed of reinforcing bars, concrete, etc. inserted into the excavation part, boring hole, grouting part, grouting hole, etc.; show the back As a result, the single pipe or composite, which has been bent or expanded, is mounted on the tip of the foundation, so that the tip of the foundation is expanded and the bearing capacity is improved.

In the case of connecting two or more foundations, piles, etc., they are interconnected using a connector, a connecting plate, a fastener, etc. (105'), and a beam, plate of 5-50 cm in length, H-beam, I-beam, single pipe, disc, cylinder, tube, hollow plate, a connector, a connecting plate in which a connecting plate, a hollow plate, a jack or bolt hole forming plate, etc. 107 are fixed at both ends of one 106 of the pipe; fasteners, etc. 105'. A jack, a hole, etc. are formed in the plate 107 at both ends of its connector, connecting plate, fastener, etc., and its jack is inserted into the hole of the foundation 100 ', or a bolt ( 6') to interconnect them.

Figure 36 shows a schematic diagram showing the overhead load, the foundation, the section tube mounted on the tip thereof, and the refraction and expansion thereof according to the present invention. This means that the single pipe or the composite 1', one of the walls, the piece or the slotted piece, etc. are expanded by the foundation provided at the tip, its insertion, driving, loading, load, etc. show that it becomes As a result, the single pipe or composite, which has been bent or expanded, is mounted on the tip of the foundation, so that the tip of the foundation is expanded and the bearing capacity is improved.

Here, Figure a) is an underground excavation part, a boring hole, an underground injection part, a grouting part, a grouting hole 96'; slime 99' which is the residue of the slurry present at the bottom of the boring hole 96'; Shows the single tube to the complex, etc. (1') placed on the bottom of the back. Here, when a beam, reinforcing bar, steel frame, steel pipe, steel rod, concrete, etc. is put on the upper part of the single pipe or the composite, a foundation, pile, pier, caisson, etc. having the shape of the excavation part or the grouting hole are formed. Therefore, the single pipe or composite is mounted on the lower part of the foundation, pile, pier, caisson, etc., and the single pipe or composite, one of the walls, fragments, etc. by construction, driving, loading, loading, etc. of the foundation or caisson The back is bent and expanded. The slime is characterized in that the entire amount, part, part, etc. is discharged to the outside while rebar, steel frame, steel pipe, steel rod, concrete, grouting material, etc. are put into the inside of the excavation part or the grouting hole.

b) is b1) a screw base, a screw pile on which the single pipe or composite is mounted; b2) One of them is inserted into the ground, driving, b3) One of them and the single pipe or the composite, one of the walls, or the fragment, etc. are refracted and expanded in the underground by a load, b4) This increases the cross-sectional area, b5) Accordingly This shows that the bearing capacity of the screw foundation or pile is improved.

d) is to form a foundation by inserting beams, reinforcing bars, steel frames, steel pipes, steel rods, foundations, piles, piers, caissons, etc. . Here, the beam or caisson is inserted, driven, etc. into the underground injection part, the grouting part, the grouting hole, etc., so that the composition of the grouting base and the grouting base consisting of the beam or the caisson, etc. is possible. In this case, the grouting material is injected or sprayed into the ground while penetrating, drawing, etc. into the ground, a rod with a bit, etc., and inserting, driving, etc. Thus, a grouting foundation is formed.

f) is a beam, reinforcing bar, steel frame, steel pipe, steel bar, foundation, pile, etc. on which the single pipe or composite 1' is mounted on the ground excavation part, boring hole, underground injection part, grouting part, grouting hole 96', etc. It shows that the foundation is formed by inserting piers, caisson, etc. In addition, the single pipe or composite (1') by the construction, installation, insertion, driving, and loading of the beam or the caisson, etc., the load, the load, the building construction of the beam or the caisson; double one wall; its fragment; It shows that the area is increased as the back is bent, bent, expanded, etc., and the support performance is improved.

h) is h1) at the bottom of the excavation part, boring hole, underground injection part, grouting part, grouting hole, etc., after passing one of the single pipe to the complex (1'), the foundation is formed by pouring reinforced concrete, etc., h2) the above A foundation in which one of the single pipes or complexes is placed in an excavation part or a grouting hole and concrete is poured, h3) foundation construction, installation, insertion, driving, loading on the foundation, load loading, building construction, etc. to complex; double one wall; its fragment; The back bends, bends, expands, etc. to increase the area, showing the foundation that the support performance is improved.

And c), e), g) is a cross-sectional foundation (FIG. 36 c, e, g), a tapered foundation (FIG. 36 g), a dot axial foundation (FIG. 36 g), a tapered foundation (FIG. 36 g), an upper enlarged lower part It shows the reduced basis (FIG. 36 c, e) and the like.

37 is a schematic diagram showing a vibrator and a vibration complex device 81' according to the present invention. One example of the vibrator 81 ′ is a) one of the power supply unit 131 ′, the converter 132 ′, the inverter 133 ′, the switching unit 134 ′, the detection unit 135 ′, and the control unit 136 . Before the vibration or 10-150 dB vibration generated by the rotation of the rotating body linked to the rotation shaft of the motor 137' including the above, or generated in the case 138' into which the motor is inserted by the rotation, middle, after; a front end, a middle end, a rear end, the same point, and a separate point of the vibration generating position; A vibrator generating one of a magnetic field in at least one of a magnetic field, a magnetic field having a magnetic flux density (B) of magnetic permeability (μ) × magnetic field strength (H), and a magnetic field having a magnetic flux density (B) of 1,000 to 20,000 Gauss or 0.1 to 2 Tesla , a magnetized vibrator, a magnetized vibrator combined device (81'); b) before, during and after the magnetic field; The front end, the middle, the rear end, the same point, the separation point of the magnetic field generating position; a magnetizer, a vibrating magnetizer, and a vibrating magnetization complex (81') for generating the vibration or 10 to 150 dB vibration in at least one of; etc. are applicable.

The case 138' is a) a case having a shape such as a rod, a barrel, a block, a cylinder, a tube, a pipe, a square, a triangle, a polygon, a hollow type, a hollow cylinder, b) a motor, and the inside thereof The whole or part of the power supply unit or control unit is provided, c) the rotating body of the motor provided therein rotates, so that the motor, rotating body, and the like itself, the case, etc. vibrate, d) by this The case becomes a vibrator, a magnetizer, a vibrating magnetizer, a magnetized vibrator, etc. e) The material into which the case is inserted, the material passing through or in contact with the case, etc. causes vibration, magnetic field, vibratory magnetization, magnetization vibration, etc. or will receive Thereby, the material has improved fluidity, mobility, pourability, injectability, permeability, workability, and the like.

The vibrator, the case, the magnetizer, the vibration complex, the vibrating magnetizer, the magnetized vibrator, etc. (81') is the raw material, material, injection material, slurry, grouting material, underground injection material, pile construction, concrete, etc. (86'); a storage 82' for storing raw materials; a hopper 83' for injecting raw materials into a compounding machine or the like; a blender 84' for blending raw materials; a pump 87' for pressurizing the compounded material; a supply line 88' such as a hose or pipe for supplying a material; the blending blade 85' of the blender; hoses, pipes, and connecting means connected to the storage or supply line; It may be provided, mounted, positioned, maintained, inserted, inserted, embedded, penetrated, etc. on the back, or on the surface, surface, inner, inner, outer, outer periphery of the back or the back. Thereby, the raw material or concrete is treated with vibration, magnetic field, etc., and their fluidity, mobility, injectability, permeability, pourability, sprayability, workability, etc. are improved.

38 is a schematic diagram showing a geothermal pile, an energy pile, and a strand pile according to the present invention. This is because heating and cooling water 161' of buildings and houses circulates through geothermal pipes 160 installed inside geothermal piles, energy piles, strand piles, etc. heating, etc. Here, the single pipe or complex with refraction, expansion, etc. is mounted at the tip of the geothermal pile, the energy pile, the strand pile, etc., so that the tip of the geothermal pile, the energy pile, the strand pile, etc. is extended and the bearing capacity is improved. Therefore, in the present invention, the foundation in the present invention has the characteristics of expanding the tip of the pile, improving bearing capacity, etc. in addition to geothermal exchange, geothermal energy exchange, heating and cooling water and geothermal exchange, cooling and cooling water and geothermal energy exchange, and the heat exchange, compared to the existing foundation. Here, in Fig. d), the bottom cross-section foundation and the upper expanded lower reduced foundation are applicable.

39 and 40 are schematic diagrams showing the shallow foundation, the reinforcing bar, the tip, the side, the inside, the outside, the inside and the outside, the bottom, the section tube mounted on the reinforcing material, and the refraction, expansion, etc. of the shallow foundation according to the present invention. In this way, in the present invention, a) the base to the caisson (100'), b) the base to the RCD base (100'); c) said basis to RCD basis; d) Boring part, drilling part, excavation part, grouting part, grouting hole, boring hole, drilling hole, beam, rod, H-beam, I-beam, reinforcing bar, iron bar, wire mesh, steel frame, steel pipe, steel bar, rebar mesh , reinforcing material, reinforcing bar cage, tip, side, lower, lower, inner, outer, inner and outer, multi-point, single-point, reinforcing material; The single pipe or composite, single pipe or spike pipe, single pipe or tapered pipe (1') are provided, mounted, installed, mounted, fixed, linked, connected, connected, etc. Here, FIG. 39 (a) shows the existing foundation, and FIG. 39 (b) is the single pipe or complex, single pipe or spike pipe, single pipe, etc. according to the present invention, such as foundation, pile, pier, shallow foundation, hooting foundation, deep foundation, etc. It shows that the tapered tube, etc. (1') is provided.

As shown in FIGS. 39 and 40 , the single pipe or composite is mounted on the lower part of the foundation of the present invention, and the building, structure, building column, structure column, structure load-bearing wall, structure load-bearing column, structure support column, etc. are installed on the upper part of the foundation. do. And buildings, structures, building beams (beams), slabs, etc. are supported on the pillars. Accordingly, the building and the structure according to the present invention are mounted in the order of the building, the structure, the pillar supporting the same, the foundation under the pillar, and the single pipe or the composite at the tip of the foundation. Here, the single pipe or the composite is expanded to increase the tip area of the foundation, increase the bearing capacity, and the like, so that the bearing capacity and resistance force for supporting the column, building, structure, etc. are increased. Figure 41 is a schematic view showing a pin base, a protrusion base, a block base according to the present invention, Figure 42 is a pin base, a protrusion base, a block base equipped with a tapered plate, tapered pipe, etc. (1') according to the present invention It is a schematic diagram, the description of which is described above. 43, 44 and 45 show a pulser, a sterilizer, a multifunction device, an ozone device, a compressed air generator, an apparatus 1, an apparatus 2, and the like according to the present invention. Here, device 1, device 2, etc. may be a pulser, a sterilizer, a multifunction device, an ozone device, a compressed air generator, and the like.

The tapered pipe or the composite, the single pipe or the composite, the single pipe or the tapered pipe, the pipe or the tapered pipe of the present invention include a foundation, a pile, a pier, a caisson, the foundation to an RCD foundation; one of the side, tip, lower part, internal, external, part, internal and external, multi-point, one-point, whole tip, part of tip, boring part, excavation part, reinforcing bar, reinforcing material, grouting part; Mounting, providing, connecting, fastening, connecting, embedding, inputting, etc., or fastening, connecting, etc. by a string, string, stranded wire, wire, screw, bolt, or the like.

In the present invention, foundation, pile, pier, caisson, shallow foundation, deep foundation; one of the side, tip, lower part, internal, external, part, internal and external, multi-point, one-point, whole tip, part of tip, boring part, excavation part, reinforcing bar, reinforcing material, grouting part; On the back, the single pipe or the composite, the bent or expanded, etc. are mounted on the back to expand the tip of the foundation, improve the bearing capacity, and the like. Therefore, the basis of the present invention is compared to the existing foundation, the single tube or composite is mounted on itself, its side, tip, and lower parts, so that the bearing capacity of the foundation is improved, the tip is extended, the tip support is improved, the frictional force is improved, the movement is prevented, the flow is prevented, the deformation It provides effects such as prevention, settlement prevention, sliding prevention, resistance increase, load resistance increase, foundation friction increase, tip resistance increase, etc.

In the present invention, the foundation, equipment, facility, device, substance, material, basic material, multifunction device, vibrator, magnetizer, vibrating magnetizer, the facility supported by the foundation, the basic composition material, the foundation composition equipment, etc. or the like include a) magnetization, Magnetic field, vibration, excitation, ozone, ozone treatment, ozone sterilization, ozone disinfection, anion, anion treatment, anion cleaning, rotation, self-rotation, object rotation, decomposition, material decomposition, microbiological decomposition, electrolysis, electrolysis, bubble, aeration, Sterilization, Discharge, Electric Discharge, Magnetizer, Vibrator, Exciter, Ozone, Anion, Rotator, Decomposer, Bubbler, Aerator, Electrolyzer, Sterilizer, Discharger, Magnetized, Vibrating, Exciter, Ozone, Anion , ozone water, anion water, rotating material, decomposition product, bubble water, aeration water, electrolyte, sterilizing material, electric discharge material; b) two or more of the above magnetization-discharge materials, composite action, composite treatment, composite device, composite; c) materials, objects, equipment, devices, the following numbers to complexes, and the following cones to complexes to which the magnetization or composite is input; d) a material that has been subjected to the magnetizer or composite group; or the like, or the like may be used, provided, or included. The magnetization to electric discharge and the like have individual or complex functions, functions, multi-functions, and the like. The magnetizer to the multifunction device may be referred to as a single functional device, a functional device, and the like. The magnetized material or the composite may be referred to as a single functional material, a functional material, or the like.

The magnetization, magnetic field, magnetizer, magnetization, etc. are a) magnetization, magnet, magnetic material, magnetic body, magnetic field, magnetizer, magnetization, magnetization number, magnetization solution, electromagnet, magnet, magnetic field body, magnetic field of 200 to 20,000 Gauss, is self-magnetizing, magnetizing a substance, magnetizing by a magnetizer, a magnetic field by a magnetizer, a magnetizer that magnetizes itself or a substance, a magnetizer that radiates a magnetic field, magnetization by a magnetic field, a magnetic field that magnetizes, b) or Magnetizes self, material, object b1), b2) or the back generates a magnetic field, magnetic energy, magnetic energy, etc., b3) or generates, radiates, or irradiates a magnetic field to the back.

The vibration, vibrator, vibrating object, etc. is a) vibrating, vibrator, vibrating object, frequency, vibrating fluid, etc., b) vibrating itself, material, object b1), b2) or etc. It generates, radiates, and irradiates vibrations. Vibration is vibration, pendulum, vibration, vibration, eccentric vibration, relative vibration, pulse vibration, vertical vibration, left and right vibration, inclined vibration, diagonal vibration, aeration vibration, shock vibration, resonance vibration, synthetic vibration, compound vibration, magnetization vibration , sound wave vibration, ultrasonic vibration, one-dimensional vibration, two-dimensional vibration, three-dimensional vibration, self-vibration, vibrator itself vibration, other body vibration, vibration by vibrator or vibrator, lingering sound of vibration, residual vibration vibration, etc.

The above-mentioned excitation, vibrating group, excitation, etc. are a) excitation, vibrating group, excitation water, excitation water, excitation liquid, etc. ) or generating, radiating, or irradiating excitation on the back. Excitation is excitation, excitation, excitation, excitation, eccentric excitation, relative excitation, pulse excitation, vertical excitation, left-right excitation, oblique excitation, diagonal excitation, aeration excitation, impact excitation, resonance excitation, synthetic excitation, compound excitation, magnetic excitation, Includes sound wave excitation, ultrasonic excitation, one-dimensional excitation, two-dimensional excitation, three-dimensional excitation, vibrating another body, excitation by a vibrator or an excitation device, excitation by vibration, afterglow of excitation, and residual excitation of excitation. . and vibrating, having a system, substance, object, device, equipment, object, following number or composite, following cone or composite a) and the like; b) or by applying vibrations to the back; c) or to generate vibrations on the back; etc. are also applicable.

The ozone, anion, ozone water, anion water, ozone water, anion water, ozone air, anion air, ozone group, anion group, etc. are a) ozone, anion, ozone water, anion water, ozone water, anion water, ozone air, anion air, ozone group, negative ion group, etc., b) sterilize, disinfect, antibacterial, sterilize, clean, purify, purify, clean, remove germs, decontaminate, purify air, purify pollution, purify air , water purification, sick house syndrome removal, environmental hormone removal, etc.

The ozone is ozone, ozone, O ₃ , magnetized ozone, vibrating ozone, excitation ozone, pneumatic ozone, pulsed ozone, ozone magnetic field, magnetized vibrating ozone, magnetized vibrating ozone, vibrating vibrating ozone, magnetizing vibrating ozone, magnetizing vibrating ozone, vibrating Excitation Ozone, Magnetized Vibration Excitation Ozone, Oxygen Allotrope composed of 3 Oxygen Atoms, Pressure Ozone injected with pressure, Pulsed ozone injected with pressure at regular intervals, 0.01~20 ppm ozone, 1~50 g/hr ozone, 1~ 300 g/m ³ ozone; complex ozone of two or more of the above; etc. are applicable. The ppm, g/hr, g/m ³ etc. represent ozone concentration, ozone generation amount, ozone production, and the amount of ozone among the total amount of gas or liquid, and ppm is parts per million, particle per million, g/hr is gram/hour, generated amount/time, and g/m ³ means gram/volume, gram/volume, and the like.

The anion is an anion, anion, negative ion, negatively charged ion, atoms and atomic groups having a negative charge, ions bearing a negative charge by introducing electrons, and a material having a negative charge made by neutral particles gaining electrons, etc. do. Negative ions are generated in nature, forests, trees, negative ion groups, negative ion generators, ionizers, etc., and are beneficial to the human body and body, and have effects such as cleaning, sterilization, disinfection, and air purification.

The rotating, rotating machine, rotating object, etc. is a) rotating, rotating machine, rotating body, rotating shaft, pendulum, rotor, rotating object, vortex, agitated material, rotated vortex material, rotated and stirred material, b) or itself , a material, object, rotating the magnetizer or multifunction device b1), b2) or rotating the back, b3) or applying rotation to the back.

The decomposition, decomposer, decomposition product, electrolysis, electrolyzer, electrolyte, bubble, bubbler, bubble water, sterilizer, sterilizer, sterilizer, discharge, discharger, discharge material, etc. (30, 40) is a) material, air, water, Decomposition, fermentation, fermentation, electrolysis, bubble, sterilization, discharge of water, liquid, electricity, electrons, bacteria, microorganisms, organic matter, waste, etc.; b) a device, a device, a device, an instrument, a machine, a device, an equipment, a means for performing the above decomposition or discharging; c) water, water, liquid, oil, air, gas, substance, H ₂ , O ₂ , CO ₂ , CH ₄ , such as decomposition or discharge; etc. are applicable.

The vibration, excitation, vibrator, vibrator, vibrating object, and excitation water (30, 32, 33, 40, 42, 43) include magnetization, magnetic field, ozone, anion, magnetizer, ozone group, anion group, rotating machine, electrolysis A device, a sterilizer, an electric discharger, a magnetized material, an ozone water, an anion water, a rotating object, a decomposition product, an electrolyte, a sterilizer, a discharge material, etc. can be used or radiated. Conversely, for the magnetized or discharged material, the vibration or excitation material may be used or radiated.

In the present invention, a) pulse, pulser, pulse pressure, number of pulses, pulsed water, pulsed liquid, pulsed oil, pulsed air, pulsed gas, pulsed material, pulsed pressure, pulsed ozone, pulsed negative ions; b) a substance, object, material, equipment, device, functional group, functional object, said magnetization-composite, etc. which one or more of these uses, contains, contains, injects, dispenses, equips, composes, generates, radiates, supplies, provides, etc. ; It is also possible to use, apply, prepare, mount, and the like. The use, application, provision, installation, etc. of the pulsed or pulsed anions and the like are also possible in the magnetized-composite, material or composite. The pulses or pulsed negative ions are composed, generated, radiated, supplied, provided, discharged, etc. at the pulser, device 1, device 2, outlet of device 1, outlet of device 2, and the like.

The pulse is a) pulse, pulse, shock, pulse pressure, shock pressure, shock pulse, pressure shock, pressurized shock, electric shock, hammer shock, pressure shock, compressed air shock, shock that is repeated at regular intervals , a voltage or current or a wave or shock that produces a large amplitude for a very short time, the shock applied at regular intervals by injecting the pressure gauge 83 at regular intervals, and the pressure gauge 83 at regular intervals by adjusting the timer 98 Impacts that are injected and applied at regular intervals; b) Water, water, liquid, oil, pressure, pressure, air, gas, substance, ozone, negative ion to which the pressure 83 is injected at regular intervals by adjusting the opening and closing of the solenoid valve 92 with the timer 98 ; c) the number or anion in which the pressure device 83 is injected at regular intervals into water, water, liquid, oil, pressure, pressure, air, gas, material, ozone, anion, etc., and the impact is applied at regular intervals; etc. are applicable. For example, pulsed ozone is ozone to which repeated shocks are applied at regular intervals, ozone including repeated shocks at regular intervals, ozone to which pressure is injected at regular intervals, and pressures to be injected at regular intervals. This includes ozone, which includes an impact applied at regular intervals, and ozone in which pressure is injected into the ozone at regular intervals by adjusting the opening and closing of the solenoid valve with a timer, and the impact is applied at regular intervals. 43, 44 and 45 show a pulser, a sterilizer, a multifunction device, an ozone device, a compressed air generator, an apparatus 1, an apparatus 2, and the like according to the present invention. Here, device 1, device 2, etc. may be a pulser, a sterilizer, a multifunction device, an ozone device, a compressed air generator, and the like.

In the above, the complex, the complex of the complex, the complex of the complex, etc. are a) magnetization, vibration, excitation, ozone, anion, rotation, rotational force, decomposition, electrolysis, aeration, sterilization, discharge; b) or magnetic field treatment, vibration treatment, excitation treatment, ozone treatment, anion treatment, decomposition treatment, electrolytic treatment, aeration treatment, sterilization treatment, discharge treatment; c) or magnetic field, vibration stirring, excitation aeration, ozone sterilization, anion cleaning, decomposition removal, electrolytic expansion, aeration stirring, sterilization disinfection, electric discharge sterilization; d) or magnetic energy, vibration aeration, excitation agitation, ozone disinfection, anion disinfection, decomposition aeration, electrolytic aeration, aeration expansion, sterilization aeration, discharge disinfection; Two or more of these apply. These include magnetization vibration, ozone excited, ozone anion with magnetization vibration, magnetic field vibration treatment, ozone anion treatment with magnetic field vibration, ozone anion treatment with magnetic field vibration, magnetic field radiation dynamic stirring, magnetic field radiation amplifier, vibration stirring ozone sterilization, magnetic field radiation anion ion cleaning, Magnetic field radiation dynamic stirring agitator ozone sterilization Anion cleaning, magnetic energy generating vibrating agitator, magnetic energy generating vibration stirring, ozone sterilizing anion disinfection, magnetic energy generating vibrating agitator vibration stirring ozone sterilizing anion disinfection, magnetic energy generating vibrating agitator vibration stirring ozone sterilizing anion disinfection Rotation treatment, decomposition treatment, electrolysis treatment, aeration treatment, sterilization, discharge, etc. are included. Therefore, the multifunction device includes the above magnetization to anion disinfection, magnetization vibration to magnetic energy generation, vibration, agitation, agitation, ozone sterilization, anion disinfection, rotation treatment, decomposition treatment, electrolysis treatment, aeration treatment, sterilization, discharge, etc. . And in the complex, water, water, liquid, organic, air, high, chemical, ash, etc. of the above magnetization to anion disinfection, magnetization vibration to magnetic energy generation, vibration, agitation, ozone sterilization, anion disinfection, rotation treatment, decomposition treatment, electrolysis treatment, aeration treatment, sterilization, discharge, etc. , substances, materials, etc. are included.

The magnetization-composite, magnetizer-composite group, functional group, functional product, etc. include or include: a) a1) the magnetized-composite, magnetizer-composite group, functional group, functional product; a2) water, water, water, liquid, oil, qi, high, chemical, ash, light, heat (熱), wave, light, line, wind, air, bubble, gas, oxygen, hydrogen, nitrogen, haze, bubble, liquid, powder, material, substance, power, Electricity, voltage, current, light source, heat, cold air, pressure, chlorine, flame retardant, radical, mist, LED light, sterilization light, disinfection light, catalyst, photocatalyst, titanium, titanium, titanium oxide, titanium agent, phyton agent, detoxifying agent , disinfectant, adsorbent, collector, detox agent, cleaning agent, purifying agent, disinfectant, disinfectant, additives, phytoncide, liquid, magnetization, vibration, excitation, ozone, anion, rotation, rotational force, magnetic field, magnetization, vibrating object, excitation water , ozone water, anion water, rotating product, decomposition product, electrolyte, sterilizer, discharge product, purifier, purifier, sterilizer, sterilizer, detoxifier, light source device, magnetizer, vibrator, vibrator, ozone device, anion device, rotating machine, decomposer, electrolyzer, sterilizer, discharge machine, misting machine, cleaning machine; a3) two or more of the above magnetizing and cleaning machines, a composite, a composite, and a composite; a4) the magnetizer to the complex to which the water or the composite is radiated; a5) the number or the composite which has been passed through one of the magnetizers to the composite machine or treated with one or radiated from one; back or equipped with, mounting, mounting, attaching, contacting, sticking, bonding, spraying, spraying, aeration, pulse, laying, radiating, irradiating, emitting, generating, generating, supplying, providing, authorizing, permitting, containing, using , generation, coating, painting, dosing, injection, impregnation, water immersion, immersion; b) or a substance, object, thing, product, article, commodity, liquid, air, atmosphere, material, material, device, equipment, said number or complex, or the like magnetizes, vibrates, excites, purifies, purifies, cleans; magnetic field radiation, vibration radiation, ozone radiation, anion radiation, decomposition treatment, electrolytic treatment, sterilization, disinfection, discharge treatment; c) or fluidity, flowability, mobility, dispersibility, workability, purification, cleanliness, environmental, ecological, sterilization, disinfection, antibacterial, atomization, nanoization, slurrying, energy, injectability, injection property, jetting property, agitation property, vortex property, permeability, pourability, compaction property, injection property, grouting property, workability, etc. or increase, increase, improve, accelerate, doubling, double speed; It can be or it is possible to do the back. The anti-salt is anti-salt, lactate, hypochlorous acid, sodium hypochlorite, etc., and titanium, phyton agent, detox agent, disinfectant, adsorbent, trapping agent, phyton catalyst, etc. are titanium, phytoncide agent, detox agent, phytoncide catalyst, etc. The detox group includes a detox group, a detox group, a sterilizer, and a sterilizer.

The number is water, water, water or the like. The water is water, an object, a substance, and the like. The said liquid is a liquid, a liquid, a liquid, etc. The said oil is oil, 油, oil, etc. The group is Qi, Qi, gas, or the like. The high is high, 固, solid, and the like. The above agents are agents, 劑, cleaning agents, materials, additives, and the like. The ashes are ashes, 材, materials, and the like. The light may be light, sunlight, a light source, light, or electric light. The heat is heat, 熱, heat, heat, and the like. The wave is a wave, a wave, a short wave, a long wave, a wavelength, a sound wave, an electromagnetic wave, an ultrasonic wave, an infrared wave, or the like. The light may be light, light, light, a light source, or the like. The line is a line, a line, a light ray, an ultraviolet ray, an infrared ray, and the like. The wind is wind, wind, wind or the like. The sterilizing light is a light, a line, a light, a light beam, a light source, etc. for sterilizing and disinfecting.

The radicals are radicals, radicals, OH radicals, radicals with bactericidal power, free radicals, atoms or molecules with unpaired electrons, and their bonds are homolytic cleavage Atoms having unpaired electrons through the process, carbon radicals formed by uniform decomposition of covalent bonds between carbons, atoms having heterolytic cleavage in covalent bonds between atoms, and electron pairs An atom having an unpaired electron by heterolytic cleavage of a covalent bond between atoms formed therein corresponds to the case.

The magnetization-composite, water-composite, etc. include a) the magnetization-composite, water-composite; b) or above, below, left, right, front, back, inside, outside, front, middle, rear, front, back, hose pipe, joint, connection part of one of said magnetization-composite, number-composite , cradles, supports; c) It is possible to use, provide, mount, position, maintain, implement, act, behavior, injection, input, spray, coating, painting, lining, etc., of the above or the following upper or support stand or the like. Examples of these are vibration after magnetization, ozone treatment after vibration, ozone treatment after magnetization treatment, ozone treatment after vibration treatment after magnetization treatment, a vibrator at the rear end of the magnetizer, an ozone device after the vibrator, a vibrating object injected into a magnetized material, and the inside of a vibrating object These include ozone water injected into the air conditioner, use of a vibrator after magnetization, and ozone water injection after vibration.

In the present invention, the magnetization-composite, etc. may correspond to the magnetization-composite, water-composite, and the like. The magnetization - composite, phase (top) - support, etc. can be used, provided, mounted, positioned, maintained, implemented, action, behavior, etc. Examples of this include a support equipped with a magnetizer, an exciter placed on top of a vibrator, and a support equipped with a holder on which an anion group is mounted on the left and right sides of the ozone device. The work, work, task, manufacture, construction, process, step, implementation, performance, method, construction method, equipment, device, product, substance, article, object, means, content, claim, etc. of the present invention include the magnetization-composite, number - Composites can be used, used, equipped, constructed, mounted, installed, sprayed, radiated, coated, painted, lining, etc. are possible.

The above-mentioned magnetization-functional material includes the above-mentioned magnetization-functional material, etc. which are or become or the like, such as water or composite, provision or immersion, magnetization or discharge treatment, fluidity or workability, increase or double speed, and the like. In accordance with the above, the aeration magnetizer, the aeration vibrator, the aeration vibrator, the aeration ozone group, the aeration anion group, the aeration function group, the aeration complex device, the pulse magnetizer, the pulse vibrator, the pulse vibrator, etc. , pulse ozone machine, pulse anion machine, pulse function machine, pulse compound machine, sterilizing magnetizer, sterilizing ozone machine, vortex vibrator, etc.

The above magnetizers - multifunction devices, functional devices, etc. are 1) a) a) a) cone, mesh, rod, frame, ring, rod, plate, membrane, pin, needle, chip, brush, tube, tube, barrel, box, flag (器, 機), appliance, mechanism, machine, device, equipment, facility, equipment, sensor, element, pendulum, electrode, metal, sheet, paper, thin film, coin, coin, needle, spiral, protuberance, tube, band, hose , nozzle, pipeline, box, body, drone, block, protuberance, rotor, rotator, tape, pipe, hollow body, hollow tube, hollow, case, pourer, injector, injector, system, plotter, 3d printer, venturi coffin; a2) a complex of two or more of the cones to venturi tubes; a3) before, after, left, right, top, bottom, face, side, top of one of the cones or complexes , genus, lower, upper, lower, side, one side, both sides, left, right, one end, both ends, tip, part, one side, both sides, surface, side, part, part, point, 1 point, 2 points, multi-point, multi-point point, place, 1 place, 2 place, 3 place, many places, central, hollow, passage, inside, inner, inner, outer, outer, outer, periphery, nearby, near, entrance, middle, exit, front, rear, front, rear, hollow, space, spaced apart, peripheral, around, adjacent, one-way, two-way, three-way, four-way, connection part, spaced part, hollow part; The magnetizer - the multifunction device, the functional group equipped with or on the back; b) or the cone or the composite provided with the magnetizer or the composite group, the functional group, or the like; c) the magnetizer or functional group such as the cone or the composite; d) the magnetizer or functional group provided with the cone or the complex or the like or embedded in the back; e) or magnetization, vibration, excitation, ozone sterilization, anion cleaning, decomposition, electrolysis, sterilization, discharge, of two or more of the cones or complexes, magnetizers or functional groups; f) said cones to functional groups that do or radiate one of said magnetizing-composites; g) said cone to functional group treated with one of said magnetized to complex; The back or back is also applicable, or 2) or has the shape, shape, shape, shape, etc. of the cone or the composite or the like.

According to the above, in the above magnetizers - multifunction devices, functional devices, etc., vibrating membrane, magnetizing plate, vibrating table, vibrating ring, vibrating device, ozone device, negative ion sheet, membrane magnetizer, paper magnetizer, sheet magnetizer, protrusion magnetizer, membrane type Magnetizer, plate vibrator, plate vibrator, ring magnetizer, rod magnetizer, rod vibrator, rotary vibrator, block vibrator, ozone sterilizing device, protrusion vibrator, negative ion device with rotating machine, anion cleaning device, ozone Magnetizer for sterilizing, vibrator for cleaning negative ions, plate-shaped vibrator, needle-shaped magnetizer, tube-shaped vibrator, pipe-shaped functional device, a tube with a built-in functional device, a pipe with a magnetizer attached, a hollow body equipped with an ozone device etc. are also included.

At least one of the magnetizer or the composite device, the hollow body, the ring or the composite, the injector, the ejector, and the tube or the inclined tube, at least one of the number or the composite is introduced, injected, input, supplied, provided, applied, passed, rough, Contact, flow, etc. are possible.

In the present invention, the functional group; the magnetizer or the multifunction device; the cone to the complex; The functional group of the porous or perforated type; The cone or composite of porous or perforated type; the cone to the complex with one or one of the cones to the complex; The cone or composite provided in the front-hollow part of one of the cones or the composite; a functional group provided on the cone or the complex or the like; The cone or the complex provided with the functional group or the like; The functional group or cone to provide the complex or the like; Use, use, application, provision, installation, installation, etc. Examples of this include a magnetizer provided in a cone, a cone equipped with a magnetizer, a vibrator provided in the net, a net provided with a magnetizer, an ozone unit provided in the frame, a frame provided with an anion group, a cone mesh sealing frame provided with a functional group or a functional group A functional group provided in a spiral, a cone-and-stick spiral, or a cone-and-stick spiral is applicable.

In the present invention, the magnetizer - the multifunction device, the functional device, etc. are a) a magnetizer, a vibrator, a vibrator, an ozone group, an anion group, a rotating machine, a decomposer, an electrolyzer, a sterilizer, a discharge machine, a magnetized vibrator, a magnetized vibrator, a magnetized ozone machine , Magnetized Anion Machine, Magnetized Rotator, Vibration Exciter, Vibrating Ozone Machine, Vibrating Anion Machine, Vibrating Rotating Body, Excitation Ozone Machine, Excitation Anion Machine, Excitation Rotator, Ozone Anion Machine, Ozone Rotator, Anion Rotator, Magnetized Vibrator, Magnetized vibrating ozone machine, magnetized vibrating anion machine, magnetized vibrating rotating machine, vibrating ozone machine, vibrating anion machine, vibrating rotating machine, excited ozone anion machine, excited ozone rotating machine, ozone anion rotating machine, magnetizing vibrating ozone machine, magnetizing vibrating machine Anion machine, Ozone anion machine with vibration, Ozone rotator with vibration, Ozone anion rotator with vibration, Ozone anion machine with magnetization vibration , Ozone Anion Rotational Decomposition Electrolytic Sterilization Discharger with Magnetization Vibration; b) the cone or the complex, the magnetizer, the complex, and the functional group equipped with one of them; c) or magnetization, vibration, excitation, ozone, anion, rotation, magnetic field, vibration treatment, excitation treatment, ozone treatment, anion treatment, rotation treatment, decomposition treatment, electrolytic treatment, bubble treatment, aeration treatment, discharge treatment, magnetization vibration, Magnetized Excitation, Magnetized Ozone, Magnetized Negative Ion, Magnetized Rotator, Vibrating Excited, Vibrating Ozone, Vibrating Negative Ion, Vibrating Rotating Body, Exciting Ozone, Exciting Anion, Exciting Rotating Machine, Ozone Anion, Ozone Rotator, Anion Rotator, Magnetizing Vibrating Exciter, Magnetizing Vibrating Ozone , magnetized vibrating anion, magnetized vibrating rotator, vibrating ozone, vibrating negative ion, vibrating vibrating rotator, oscillating ozone anion, oscillating ozone rotator, ozone anion rotator, magnetized vibrating ion, magnetized vibrating negative ion, magnetized vibrating vibrating rotator, vibrating Ozone anion, vibrating ozone rotator, excited ozone anion ion rotator, magnetized oscillating ozone ion ionizer, magnetized oscillating ozone negative ion rotator, vibrating oscillating ozone anion ion rotation, vibrating oscillating ozone anion ion rotation sterilization, magnetizing oscillating ozone negative ion rotation, magnetizing vibration The cones or complexes, magnetizers - composites, functional groups that generate, produce, composition, supply, provide, use, spray, sprinkle, install, inject, irradiate, radiate, etc. ; c) or the cones or complexes, magnetizers, complexes, and functional groups that treat themselves, substances, objects, etc., with or on the like, or the like, with the above magnetization or magnetization vibration, ozone anion rotational decomposition, electrolysis, sterilization, discharge, etc.; d) Or magnetized substances, vibrating substances, excited substances, ozone substances, anions substances, rotating substances, decomposition substances, electrolyte substances, sterilizing substances, electric discharge substances, magnetized vibrating animals, magnetized substances, magnetized ozone substances, magnetized anion substances, magnetized rotating substances , Vibrating water, Vibrating ozone water, Vibrating negative ion water, Vibrating rotating body, Exciting ozone, Exciting negative ion water, Exciting rotating product, Ozone negative ion water, Ozone rotating product, Anion rotating product, Magnetized vibrating water, Magnetized vibrating ozone product , magnetized vibrating anion water, magnetized vibrating rotating material, vibrating ozone water, vibrating anionic water, vibrating vibrating rotating unit, exciting ozone anion water, exciting ozone rotating rotating product, ozone negative ion rotating rotating product, magnetizing vibrating ozone water, magnetizing vibrating Anion Water, Magnetization Vibrating Rotating Rotate, Vibrating Ozone Anion Water, Vibrating Ozone Rotating Rotator, Exciting Ozone Anion Ion Rotation, Magnetizing Ozone Anion Water Rotating Rotation, Magnetizing Vibrating Ozone Anion Rotating Rotating Rotation, Vibrating Ozone Anion Ion Rotation Rotating Unit, magnetization The cone or complex for generating, generating, composing, supplying, providing, using, spraying, sprinkling, installing, injecting, irradiating, radiating, etc. , magnetizer ~ multifunction group, functional group; etc. are applicable.

Magnetization, magnetic field, vibration, excitation, ozone, anion, rotation, decomposition, electrolysis, aeration, discharge, magnetization, vibrating material, excitation water, ozone water, anion water, rotating object, decomposition product, etc. , electrolyte, aeration, discharge, composite, generation, generation, composition, spraying, spraying, laying, inclusion, use, coating, painting, dosing, injection, impregnation, water immersion, immersion, irradiation, radiation, dissipation, etc. do.

One of the above magnetizers - multifunction devices and functional devices includes a) magnetization, magnetic field, vibration, excitation, ozone, anion, ozone sterilization, anion cleaning, rotation, decomposition, electrolysis, aeration, discharge, one or one of two or more of these The cones or complexes that do or generate one; b) or the magnetizer or the composite device having a shape of one of the cones or the complex, the magnetizer or the composite device having at least one of the cones or the composite device, or the magnetizer or the composite device having at least one of the magnetizers and the composite device the cone to the complex; c) or itself (ie the cone to complex); its inside, surface, surface, hollow, inside, inside, outside, outside, tip, one end, both ends, pouring hole, outlet, injection hole, tip outside, tip inside, pouring hole outside, pouring hole inside; at least one of the cones or complexes provided with at least one of the magnetizers and complexes; etc. can be included. Examples of the above include a magnetizing film, a diaphragm, an excitation rod, an ozone rod, an anion generating ring, a sensor, a magnetizing element, a vibrating pendulum, an excitation generating sheet, a paper-shaped ozone device, a tube-shaped negative ion group, a band-type magnetizer , a vibrating hose, a vibrating box, a body, a tape-shaped vibrator, a hollow tube equipped with a magnetizer at its outlet, and a pipe equipped with a vibrator outside its pouring hole.

The above-mentioned multifunction device is a) magnetized vibrator, magnetized vibrator, magnetized ozone device, magnetized anion device, magnetized rotator, magnetized decomposer, magnetized electrolyzer, magnetized sterilizer, magnetized discharger, vibrating vibrator, vibrating ozone device, vibrating negative ionizer, vibrating rotating machine , vibratory decomposer, vibrating electrolyzer, vibrating sterilizer, vibrating discharger, vibrating ozone machine, vibrating anionizer, vibrating rotating machine, vibrating decomposer, vibrating electrolyzer, vibrating sterilizer, vibrating discharger, ozone anionizer, ozone rotating machine, ozone decomposing machine, ozone electrolysis Machine, ozone sterilizer, ozone discharger, anion rotator, anion decomposer, anion electrolyzer, anion sterilizer, anion discharger, magnetized vibrating vibrator, magnetized vibrating ozone machine, magnetized vibrating anion, magnetized vibrating rotator, magnetized vibrating decomposer, magnetized vibrating electrolysis Machine, magnetized vibrating sterilizer, magnetized vibrating discharger, vibrating ozone machine, vibrating anionizer, vibrating rotating machine, vibrating vibrating decomposer, vibrating electrolyzer, vibrating sterilizer, vibrating vibrating discharger, oscillating ozone anion ionizer, vibrating ozone decomposer, Excitation ozone electrolyzer, Excitation ozone sterilizer, Excitation ozone discharger, Excitation ozone rotator, Excitation ozone decomposer, Excitation ozone electrolyzer, Excitation ozone sterilizer, Excitation ozone discharger, ozone anion rotator, ozone anion decomposer, ozone anion electrolyzer, ozone anion sterilizer , Ozone Anion Discharger, Magnetized Vibration Ozone Machine, Magnetized Vibration Anion Machine, Magnetized Vibration Rotator, Magnetized Vibration Decomposer, Magnetized Vibration Electrolyzer, Magnetized Vibration Sterilizer, Magnetized Vibration Discharger, Vibrating Ozone Anion Ionizer, Vibration Ozone rotator with vibration, ozone decomposer with vibration, ozone electrolyzer with vibration, ozone sterilizer with vibration, ozone discharger with vibration, ozone anion rotator with vibration, ozone ionizer with vibration, ozone anion electrolyzer, ozone ion sterilizer with vibration, ozone anion discharger with vibration , Ozone anion machine with magnetization vibration, ozone rotator with magnetization vibration, ozone decomposition machine with magnetization vibration, ozone electrolyzer with magnetization vibration, ozone sterilizer with magnetization vibration, ozone discharger with magnetization vibration, ozone ionizer with vibration , Ozone Anion Electrolyzer with Vibration, Ozone Anion Sterilizer with Vibration, Ozone Anion Discharger with Vibration, Ozone Anion Discharger with Magnetized Vibration, Ozone Anion Rotator with Magnetized Vibration, Ozone Anion Dissolver with Magnetized Vibration, Ozone Anion Electrolyzer with Magnetized Vibration, Ozone Anion Sterilizer with Magnetized Vibration, Ozone Anion Sterilizer, Magnetized Vibrating Ozone Anion Discharger, Magnetizing Vibrating Ozone Anion Ion Rotating Disintegrator, Magnetizing Oscillator True ozone anion rotary decomposition electrolyzer, ozone anion rotary decomposition electrolytic sterilizer with magnetization vibration, ozone anion rotation decomposition electrolytic sterilizer with magnetization vibration; b) the cone to the complex provided with one of them; c) the composite machine having the shape of the cone or the composite; etc. are included.

In addition, the multifunction device includes: a) a composite magnetizer, a composite vibrator, a composite vibrator, a composite ozone group, a composite anion group, a composite rotary machine, a composite decomposer, a composite electrolyzer, a composite sterilizer, and a composite discharger; b) at least two of the magnetizers and dischargers; c) said magnetizer or discharger of the complex; etc. are also included. Among these, for example, the compound vibrator is a) magnetized vibrator, magnetized vibrator, magnetized oscillating ozone vibrator, magnetized oscillating ozone anion vibrator, magnetized vibrating concrete vibrator, magnetized vibrating complex, magnetized oscillating vibrator, magnetized oscillating ozone vibrator , Magnetized Ozone Negative Ion Vibrator, Magnetized Vibrating Concrete Vibrator, Rod-shaped Magnetized Vibrator, Rod-shaped Magnetized Oscillator, Rod-shaped Concrete Vibrator, Rod-shaped Magnetized Vibratory Concrete Vibrator; b) or a vibrator or a combination vibrator that performs magnetization, vibration, excitation, ozone sterilization, anion cleaning, etc.; etc. are applicable.

One of the above-mentioned multifunction devices is an ozone anion ion rotation decomposition electrolytic sterilizer with magnetization vibration a) a magnetizer 31 , a vibrator 32 , a vibrator 33 , an ozone device 34 , an anion group 35 , a rotor and a decomposer and electrolyzer, sterilizer and discharger combined machine 36, magnetization and vibration, excitation, ozone treatment, anion cleaning, rotation, decomposition, electrolysis, sterilization and discharge, and magnetization and vibration, excitation, ozone treatment, and anion for a substance or object Combination machine that cleans, rotates, decomposes, electrolyzes, sterilizes, and discharges, magnetizing, vibrating ozone anion rotary decomposition electrolytic sterilizer, magnetizing and vibrating ozone anion rotary decomposition electrolytic sterilizer, cleaning ozone anion with magnetizing vibration and rotating decomposition electrolytic sterilization a multifunction device that discharges, a discharge device that performs magnetization vibration excitation and ozone anion rotation and decomposition electrolytic sterilization; b) or a device that performs or generates magnetic field 41, vibration 42, excitation 43, ozone 44, anion 45, rotation, decomposition, electrolysis, sterilization, discharge, etc.; etc. are applicable.

One of the above-mentioned combination devices, ozone anion ion rotary decomposition electrolytic sterilizer with magnetization vibration: a) a combination device of magnetizer, vibrator, vibrator, ozone device, negative ion, rotor, decomposer, electrolyzer and discharger, magnetization and vibration, excitation, ozone treatment, anion cleaning and rotation Combination machine for decomposition, electrolysis and sterilization of substances or objects with magnetization and vibration, ozonation treatment, anion cleaning, rotation, decomposition, electrolysis and sterilization Ozone anion rotary decomposition electrolytic sterilizer, Ozone anion cleaning and rotary decomposition electrolytic sterilization with magnetization vibration, Ozone anion rotation and decomposition electrolytic sterilization with magnetization vibration Multifunction device that sterilizes; b) or a device that performs or generates magnetic field 41, vibration 42, excitation 43, ozone 44, anion 45, rotation, decomposition, electrolysis, sterilization, etc.; etc. are applicable.

One of the above-mentioned combination devices, the ozone anion ion rotary decomposition electrolyzer with magnetization vibration: a) a combination device of magnetizer, vibrator, vibrator, ozone device, anion device, rotor, decomposer and electrolyzer, magnetization and vibration, excitation, ozone treatment, anion cleaning, rotation and decomposition Combination machine for electrolysis with magnetization, vibration and excitation, ozone treatment, anion cleaning, rotation and decomposition and electrolysis , a combination machine that cleans ozone anions while excitation of magnetization vibration, and performs rotational decomposition and electrolysis of ozone anions; b) or a device that performs or generates a magnetic field 41 , vibration 42 , excitation 43 , ozone 44 , anion 45 , rotation, decomposition, electrolysis, etc.; etc. are applicable.

One of the above-mentioned combination machines, the ozone anion ion rotary decomposer with magnetization vibration: a) a combination machine of a magnetizer, a vibrator, a vibrator, an ozone machine, an anion machine, a rotary machine, and a decomposer Or a combination machine that magnetizes and vibrates and excites objects, ozone treatment, anion cleaning, rotation and decomposition, an ozone anion ion rotary decomposer with magnetizing vibration, an oscillating ozone anion ion rotary decomposer with magnetization vibration, clean and rotationally decompose ozone anion ions while vibrating magnetization Composite machine, combination machine which magnetizes vibration excitation and rotation and decomposition of ozone anion; b) or a device for generating or generating a magnetic field 41 , vibration 42 , excitation 43 , ozone 44 , anion 45 , rotation, decomposition, etc.; etc. are applicable.

One of the above-mentioned combination machines, the ozone ionizer with magnetization vibration: a) a combination machine of magnetizer, vibrator, vibrator, ozone machine, rotor and anion machine, combination machine with magnetization and vibration, excitation, ozone treatment, rotation and negative ions, magnetizing ozone with vibration Anion rotator, ozone anion rotator with magnetization vibration, ozone anion ion rotator with magnetization vibration, anion rotator with magnetization vibration and ozone treatment, rotation type anion generator with magnetization vibration and ozone generation, magnetize and vibrate and generate ozone anion A rotary machine, a combination machine that magnetizes, vibrates, excites, generates and rotates ozone anion, a multi-function machine that generates a magnetic field, vibrates, excites, ozone anionizes, and rotates, a multi-function device that combines the magnetizer or a rotary machine, and a rotary machine equipped with the magnetizer or multi-function machine , a rotator equipped with an anion group equipped with the magnetizer or an ozone group, a rotator equipped with a magnetizer equipped with the vibrator or an anion group; b) or a device for generating or generating a magnetic field 41 , vibration 42 , excitation 43 , ozone 44 , negative ions 45 , rotation or the like; etc. are applicable.

The ozone anion group with magnetization vibration, which is one of the above complex devices, is a) an ozone anion group with magnetization vibration, an ozone anion group with vibration magnetization, an ozone anion group with vibration magnetization, an ozone anion group with magnetization vibration, an anion group with an ozone magnetization vibration, an ozone group with an anion magnetization vibration, magnetization vibration Ozone anion group with excitation, ozone anion group with vibrating magnetization, ozone anion group with excitation magnetization and vibration, anion group with magnetization vibration that generates ozone, ozone group with magnetization vibration that generates negative ions, magnetizer 31 and vibrator (32) Combined device (36) of vibrator (33), ozone group (34) and anion group (35), magnetization (41) and vibration (42), excitation (43), ozone treatment (44) and anion treatment (45) A multifunction device (36) that does this, a multifunction device that generates excitation with magnetic fields and vibrations and ozone and negative ions, an ozone sterilizing anion cleaning device with magnetization vibration, an ozone treatment device with magnetizing vibration and anion treatment device with magnetized vibration a device for generating ozone anion water, a device for cleaning a passing material with an ozone disinfection anion with magnetization vibration, an ozone anion group with magnetization vibration of one of the cones or complexes, the cone or complex for anionizing ozone treatment with magnetization vibration; b) or a device for generating a magnetic field 41 , vibration 42 , excitation 43 , ozone 44 , negative ions 45 ; c) a device for causing the occurrence to be one of continuous, periodic, intermittent, repetitive, 1 second interval, 30 second interval, and 1 minute interval; d) devices for magnetizing, vibrating, excitation, ozonation, and anion treatment of substances or objects; e) a device for sequentially magnetizing, vibrating, excitation, ozonation, and anion treatment of a substance or object; f) at least two of the magnetizer or the ozone device with magnetization vibration; g) a composite device equipped with an ozone anion group in one of the magnetizer, the magnetized vibrating ozone device, the device, the device 1, and the device 2 , a magnetized vibrating anion group, a magnetized ozone anion group, a vibrating anion group, a vibrating ozone group, an excited ozone anion group, a magnetized vibrating anion group, a magnetized vibrating ozone anion group, an oscillating ozone anion group, an oscillating ozone anion group; etc. are applicable.

One of the above complex devices, the ozone anionizer with vibration, is a) an ozone anion group with vibration, an ozone anion group with vibration, an anion group with ozone vibration, an ozone group with anion vibration, an ozone anion group with vibration vibration, an ozone anion group with vibration, an anion device with vibration that generates ozone, an ozone device with vibration that generates negative ions, a combination device of a vibrator, a vibrator, and an ozone group and anion group; b) or a device for generating vibrations 42 , excitation 43 , ozone 44 , negative ions 45 ; c) a device for causing the occurrence to be one of continuous, periodic, intermittent, repetitive, 1 second interval, 30 second interval, and 1 minute interval; d) a device for vibrating, excitation, ozonating or anionizing substances or objects; e) a device for sequentially vibrating, excitation, ozone treatment, and anion treatment of a substance or object; f) a combination device of at least two of the magnetizer and the magnetized vibrating ozone device; g) a composite device equipped with an ozone device in one of the magnetizer or the magnetized vibrating ozone device, the device, the device 1, and the device 2, the magnetized anion group, the vibrating anion group, the excited anion group, the ozone anion group, the magnetized vibrating anion group; A magnetized vibrating anion group, a magnetized ozone anion group, a vibrating anion group, a vibrating ozone group, an excited ozone anion group, a magnetized vibrating anion group, a vibrating ozone anion group; etc. are applicable.

One of the above-mentioned complex devices, an anion group with magnetization vibration, a) an anion group with magnetization vibration, an anion group with vibration magnetization, an anion group with magnetization vibration, anion group with magnetization vibration, an anion group with magnetization and vibration, an anion group with vibration magnetization, a vibrating anion group for excitation magnetization, a magnetizing vibrating vibrator generating negative ions, a combination device of a magnetizer, a vibrator, an exciter, and an anion group; b) or a device for generating a magnetic field 41 , vibration 42 , excitation 43 , negative ions 45 ; c) a device for causing the occurrence to be one of continuous, periodic, intermittent, repetitive, 1 second interval, 30 second interval, and 1 minute interval; d) a device for magnetizing, vibrating, excitation, or anionizing a substance or object; e) a device for sequentially magnetizing, vibrating, excitation, and anionizing a substance or object; f) a combination device of at least two of the magnetizer and the magnetized vibrating ozone device; g) a composite device equipped with an anion group in one of the magnetizer or the magnetized vibrating ozone device, the device, the device 1, and the device 2, the magnetized anion group, the vibrating anion group, the excited anion group, the ozone anion group, the magnetized vibrating anion group; A magnetized vibrating anion group, a magnetized ozone anion group, a vibrating anion group, a vibrating ozone group, an excited ozone anion group, a magnetized vibrating anion group, a magnetized vibrating ozone anion group; etc. are applicable.

The magnetized ozone devices 30 and 36 include a) a magnetized ozone device, an ozone magnetizer, a magnetizing ozone device, an ozone treatment magnetizer, a magnetizer for ozone sterilization, and a combination device of a magnetizer and an ozone device. b) or the magnetized ozone device is b1) a hollow or tube-type magnetizer, a vibrator, a high-frequency vibrator, in which one (40, 41, 42, 43) of vibration 42, excitation 43, and magnetic field 41 is generated; a first object of one of the low-frequency vibrator, the vibrating magnetizer, and the magnetizing vibrator (30, 76); b2) or a tube or hollow body 7 provided with one of the magnetizer 31, the vibrator 32, the high frequency vibrator, the low frequency vibrator, the vibrating magnetizer, and the magnetized vibrator; b3) an inlet 72 provided at the front end of the first object; b4) a cradle 112 or a vortex forming cradle 112 or a bundle holder 112 provided with two or more feet provided inside the first object; b5) a first solenoid valve 92, a venturi pipe 77, and an outlet 78 sequentially provided at the rear end of the first object; b6) Injector 93, first check valve 91, second solenoid valve 92, ozone inlet or first material inlet 94, ozone funnel 95, which are sequentially provided in the middle of the venturi tube; ozone generator 96; b7) a high voltage generator 99 for applying a high voltage to the ozone generator; b8) a pressure inlet or second material inlet (94, 103) provided instead of the ozone inlet; b9) a first storage 60, a compressor 105, and a pressure supply compressor 105 sequentially provided at the rear end of the pressure inlet or the second material inlet; b10) a first hose 71 provided at the front end of the inlet; a second hose 79 provided at the rear end of the outlet; b11) a first L storage 73 provided between the inlet and the first object; a second L storage 74 provided between the first object and the first solenoid valve; b12) a first pipe 76 provided between the first solenoid valve and the venturi pipe; a second pipe 76 provided between the venturi tube and the outlet; b13) a third pipe 76 provided between the injector and the first check valve; a fourth pipe 76 provided between the first check valve and the second solenoid valve; a fifth pipe 76 provided between the second solenoid valve and the ozone inlet; b14) a third L storage 74 provided between the ozone inlet and the fifth pipe; b15) a third hose, a second check valve 91, a pump 63, and a second storage 60, which are sequentially provided in at least one of the inlet to the third L storage; b16) a timer 98 for adjusting the opening/closing interval between the first solenoid valve and the second solenoid valve; b17) a switchboard 97 for supplying electricity to at least one of the first solenoid valve, the second solenoid valve, the first check valve, the second check valve, the timer, the ozone generator, and the high voltage generator; b18) a switch 100 for controlling the electricity supply; b19) an electric wire, a plug 10, an outlet 11, and a power supply sequentially connected to the switchboard; b20) the case 102 on which at least one of the b1) first object to b19) power supply is mounted; Device 1 (50) or a pulser equipped with a light source. See Figures 43, 44, 45 and the like.

The devices 1, b1) magnetizer to b8) case, etc. include a) magnetization, vibration, excitation, ozone, anion, magnetic field, rotation, electrolysis, sterilization, discharge, magnetizer, vibrator, vibrator, ozone group, anion group, Rotator, electrolyzer, sterilizer, discharge machine, magnetized material, vibrating material, excitation water, ozone water, anion water, rotating material, decomposition product, electrolytic material, sterilizing material, electric discharge material; b) two or more of them are complex, complex, complex; It is possible to use, provide, place, generate, create, composition, inject, input, inject, and the like.

The magnetized anion group is a magnetized anion group, an anion magnetizer, a magnetized anion group, a magnetizer generating an anion, a device generating a magnetic field 41 and an anion 45, a magnetization 41 and an anion treatment device 45, At least one of an anion group equipped with a magnetizer, the ozone generator generating negative ions, the device 1 provided with an ozone generator generating negative ions, the device 1 having an anion generator instead of the ozone generator, and the magnetizer or case The above-mentioned device 1 and the like in which negative ions are generated are included.

The vibrating vibrator 30, 36 corresponds to a) a vibrating vibrator, an excitation vibrator, a vibrating vibrator, a vibrating vibrator, a combination of a vibrator and a vibrator, and the like. b) or the vibrating vibrator is a hollow or tube type magnetizer, vibrator, vibrating magnetizer, magnetized vibrator 30, in which one (40, 41, 42) of vibration 41, excitation, and magnetic field 42 is generated. 76); b2) or a tube or hollow body 36, 37 provided with one of a vibrator, a magnetizer, a high frequency vibrator, a low frequency vibrator, a vibrating magnetizer, and a magnetizing vibrator; b3) an inlet 72 provided at the front end of the second object; b4) a holder 112 or a vortex forming holder 112 or a bundle holder 112 provided with two or more feet provided inside the second object; b5) a first T-pipe 75, a first venturi pipe 77, and an outlet 78 sequentially provided at the rear end of the second object; b6) a first check valve 91, a first solenoid valve 92, a second venturi tube 77, a pressure inlet or a first material sequentially provided in the middle 90 of the first T-pipe 75 The inlet 103, the first reservoir 60, the compressor 105 for generating the pressure (壓气); b7) Injector 93, second check valve 91, second solenoid valve 92, ozone inlet or second material inlet 94, ozone funnel 95 provided sequentially in the middle of the first venturi tube ), ozone generator 96; b8) a high voltage generator 99 for applying a high voltage to the ozone generator; b9) a first hose 71 provided at the front end of the inlet; a second hose 79 provided at the rear end of the outlet; b10) a first L storage 73 provided between the inlet and the second object; a second L storage 74 provided between the second object and the T E tube; b11) a first pipe 76 provided between the first TE tube and the first venturi tube; a second pipe 76 provided between the first venturi pipe and the outlet; b12) a third pipe 76 provided between the first check valve and the first solenoid valve; a fourth pipe 76 provided between the first solenoid valve and the second venturi pipe; a fifth pipe 76 provided between the second venturi tube and the pressure inlet; b13) a sixth pipe 76 provided between the injector and the second check valve; a seventh pipe (76) provided between the second check valve and the second solenoid valve; an eighth pipe (76) provided between the second solenoid valve and the ozone inlet; b14) a third L storage 74 provided between the first solenoid valve and the fourth pipe; b15) a fourth L storage 74 or a second T-pipe 75 provided between the ozone inlet and the second solenoid valve; b16) a third hose, a third check valve 91, a pump 63, and a second storage 60, which are sequentially provided in at least one of the inlet to the second T-pipe; b17) a timer 98 for adjusting the opening/closing interval between the first solenoid valve and the second solenoid valve; b18) a switchboard 97 for supplying electricity to at least one of the first solenoid valve, the second solenoid valve, the first check valve, the second check valve, the third check valve, the timer, the ozone generator, and the high voltage generator; b19) a switch 100 for controlling the electricity supply; b20) an electric wire, a plug 10, an outlet 11, and a power supply sequentially connected to the switchboard; b21) the case 102 on which at least one of the b1) second object to b20) the power supply is mounted; Device 2 (51) or a pulser equipped with a light source. See Figures 43, 44, 45 and the like.

The device 2, b1) magnetizer to b9) case, etc. include a) magnetization, vibration, excitation, ozone, anion, magnetic field, rotation, electrolysis, sterilization, discharge, magnetizer, vibrator, vibrator, ozone group, anion group, Rotator, electrolyzer, sterilizer, discharge machine, magnetized material, vibrating material, excitation water, ozone water, anion water, rotating material, decomposition product, electrolytic material, sterilizing material, electric discharge material; b) two or more of them are complex, complex, complex; It is possible to use, provide, place, generate, create, composition, inject, input, inject, and the like.

The apparatus 1, apparatus 2, etc. may be one of the magnetizer - the multifunction machine, the functional machine, the pulse machine, the sterilizer, the multifunction machine, the ozone machine, and the compressed air generator. See Figures 43, 44 and 45. In addition, at least one of the cone or the complex, the magnetizer to the multifunction device, the functional device, the device 1, and the device 2 may be provided, combined, merged, fastened, connected, linked, etc. in the device 1 and the device 2 . And from the device 1, device 2, and the like, one of the magnetized material, the composite, and the functional product may be a composition, generation, provision, injection, discharge, and the like. 43, 44 and 45 show a pulser, a sterilizer, a multifunction device, an ozone device, a compressed air generator, an apparatus 1, an apparatus 2, and the like according to the present invention. Here, device 1, device 2, etc. may be a pulser, a sterilizer, a multifunction device, an ozone device, a compressed air generator, and the like.

In the device 1, device 2, etc. a) the front end of the inlet hose 72 includes an inlet pipe, a water pipe, a pressure pipe, an inlet pipe, a pressure water, a tap water, a pressure air, etc. 70; b) the outlet of the outlet hose 79 has a nozzle 66, a sprayer 66, a sprayer 66, a vortex plate 67 or an extension 68, etc. equipped with a nozzle 66, etc.; c) magnetization, vibration, excitation, magnetic field, ozone, negative ion, Magnetizer, vibrator, vibrator, ozone group, negative ion group, rotating machine, decomposer, electrolyzer, sterilizer, discharge machine; two or more of these, a complex, a complex, a complex; et al. (30, 31, 32, 33, 34, 35, 36, 40, 41, 42, 43, 44, 45, 46); The pump 63 has a storage 60; The case 102 has an air hole 101; It is possible to provide, mount, install, position, maintain, compose, form, supply, generate, and the like.

The magnetized vibrating oscillators 30 and 36 are a) magnetized oscillating oscillating ozone, vibrating magnetized oscillating ozone, oscillating magnetized oscillating ozone, ozone magnetized oscillating oscillator, magnetized and oscillating oscillating ozone, vibrating oscillating ozone A device, a vibrating ozone device that excites magnetization, a magnetized vibrator that generates ozone, a combination device of a magnetizer, a vibrator, an exciter and an ozone device, and a composite device 36 of at least two of the magnetizer or the vibrating ozone device, b) the device 1 Composite device (50) and device 2 (51), device 1 and device 2 connected to their rear ends (78, 79), device 2 coupled to device 2 and its rear ends (78, 79), device 1 coupled to its rear ends (78, 79) In the composite device, the inlets 70, 71, 72 of the device 2 are connected to the outlets 78, 79 of the device 1, the composite device of the device 1 and the device 2, the outlets 78, 79 of the device 2 The combined device of the device 1 and the device 2 in which the inlets 70, 71, 72 of the device 1 are connected, and the inlets 70, 71, 72 of the device 2 are connected to the outlet hose 79 of the device 1 Composite device of Device 1 and Device 2, Composite device of Device 1 and Device 2, wherein the inlet ports 70, 71 and 72 of Device 1 are connected to the outlet hose 79 of Device 2, and the outlet of Device 1 Composite device of device 1 and device 2, in which the inlet hose 71 of device 2 is connected to (78, 79), and the inlet hose 71 of device 1 is connected to outlets 78, 79 of device 2 the combined device of the device 1 and the device 2, the composite device of the device 1 and the device 2 in which the inlet hose 71 of the device 2 is connected to the outlet hose 79 of the device 1, the outlet hose of the device 2 ( Composite device of device 1 and device 2, in which the inlet hose 71 of device 1 is connected to 79), and device 1 and 2 are linked so that material 80 is transferred to inlet ports 70, 71, 72 of device 1 Composite device that flows into the device 1 and 2 and is discharged to the outlets 78 and 79 of the device 2 through the devices 1 and 2, the devices 2 and 1 are connected so that the material 80 is transferred to the inlets 70, 71, 72) and introduced into the devices 2 and 1 Composite devices that pass through and are discharged to the outlets 78 and 79 of the device 1 are applicable.

The above-mentioned ozone anion group is a) Excitation ozone anion group, ozone group anion group, ozone group with anion, ozone anion group with excitation, anion group with ozone generation, ozone group with anion generation, combination of exciter group, ozone group and anion group or b) or said device, device 1, device 2, pulser, tube or case; hoses, nozzles, pours, and nozzles mounted on the outlet; A vibrator, a vibrator, an ozone device, an anion group, a rotary machine, a decomposer, an electrolyzer, a sterilizer, a discharge machine, a vibration vibrator, an ozone anion machine, etc. are mounted on one or more of them.

The vibrating anion group is a) a vibrating anion group, a vibrating anion group, an anion vibrator, a vibrating anion group, an anion group vibrating with vibration, an anion generating vibrator, a vibrator, a vibrator, and an anion group. one, b) or said device, device 1, device 2, tube or case; Hose, nozzle, pour, nozzle mounted on outlet; At least one of them is equipped with a vibrator, a vibrator, an ozone device, an anion device, a rotating machine, a decomposer, an electrolyzer, a sterilizer, a discharge device, a pulse device, a vibration vibrator, an ozone anion device, and the like.

The vibrating ozone unit is a) vibrating ozone unit. Vibrating ozone machine. Ozone vibrating vibrator, vibrating ozone vibrator. A vibrating ozone device. one of a vibrating vibrator generating ozone, a combination of vibrator and vibrator and ozone device, or b) or the device, device 1, device 2, tube or case; hoses, nozzles, pours, and nozzles mounted on the outlet; A vibrator, a vibrator, an ozone group, an anion group, a rotating machine, a decomposer, an electrolyzer, a sterilizer, a discharge machine, a vibration vibrator, etc. are mounted on at least one of them.

The magnetized vibrating anion group is one of a) a magnetized vibrating anion group, a vibrating magnetized anion group, an anion magnetized vibrator, a magnetized vibrating anion group, a vibrating anion group, a magnetized vibrator generating negative ions, a combination of a magnetizer, a vibrator and an anion group, or , b) or an anion group in at least one of the tube or case of the device 1 or 2, an anion group emitting anion, an anion group emitting ozone, an anion coil wound inside or outside the cylindrical tube or double tube It is equipped with a group, an anion group spaced apart from one side of the plate and having a needle mounted on the other side, and an anion group spaced apart from the hollow part of one side of the plate and facing the brush.

The magnetized vibrating ozone device is one of a) a magnetized vibrating ozone device, a vibrating magnetized ozone device, an ozone magnetized vibrator, a magnetized vibrating ozone device, a vibrating magnetized ozone device, an ozone generating magnetized vibrator, a combination of a magnetizer, a vibrator, and an ozone device; , b) or an ozone device in at least one of the tubes or the case of the device 1 or 2, an ozone device emitting ozone, an ozone device emitting negative ions, ozone coil wound inside or outside a cylindrical tube or double tube A device, an ozone device spaced apart from one plate and having a needle mounted on the other side, an ozone device spaced apart from the hollow part of one plate and facing the brush, etc. are provided.

The magnetized vibrator is a) one of a magnetized vibrator, a vibrator, a vibrator, a magnetized vibrator, a magnetized vibrator, a vibrator that is vibrating, a vibrator that excites magnetization, a combination of a magnetizer, a vibrator, and a vibrator, or b ) or b1) one of the vibration, excitation, and magnetic fields provided by one of the devices 1 or 2, the magnetizer to the multifunction device, and the magnetizer to the multifunction device provided in the device 1 or 2 and the ozone inlet 94, ozone funnel (95), treating the passing material (80) by introducing ozone supplied through one or more of the ozone generators (96) into a passing material of one of the inlets (72) through outlets (78); b2) discharging, supplying and spraying the passing material 80 through one of the outlet or the injection port; b3) aeration, vortex, pulse pressure provision, ozone treatment, and sterilization treatment of a substance or object by spraying; will do the back.

The ozone anion group includes an ozone anion group, an anion ozone group, an ozone generating anion group, an ozone group having a function of purifying anions, a combined machine of an ozone group and an anion group, an ozone and anion generating device, ozone and anion processing device, ozone group The device 1 or 2 equipped with an anion group, the ozone generator generating ozone and negative ions, the device 1 or 2 equipped with an ozone generator generating ozone and negative ions, the device equipped with an ozone and anion generator instead of the ozone generator 96 1 or Device 2, or the Device 1 or Device 2 in which ozone and negative ions are generated in at least one of the tube or case, and the like.

The excitation anion group is a) an anion group with excitation. Anion exciter, an anionic group that excites. One of an anion generating vibrator, a combination group of an exciter and an anion group, or b) or b1) the device 1, the device 2, the outlet; b2) a hose, a nozzle, a pouring hole, and a spraying hole associated with the outlet; vibration, excitation, magnetic field, pressure, ozone, negative ions supplied from the device through one or more of; Substances containing at least one of these, substances passing through; discharging, supplying, or dispensing one or more of; Aeration by spraying, vortex, pulse pressure provision, ozone treatment, sterilization treatment; will do the back.

The excitation ozone device is one of a) an excitation ozone device, an ozone excitation device, an excitation ozone device, an ozone generator, a combination device of an exciter and an ozone device, or b) or b1) the device 1, device 2, outlet 78 ); b2) a hose (79), a nozzle (66), a nozzle (66) associated with the outlet; vibration, excitation, magnetic field, pressure, ozone supplied from the device through one or more of; Substances containing at least one of these, substances passing through; discharging, supplying, or dispensing one or more of; Aeration by spraying, vortex, pulse pressure provision, ozone treatment, sterilization treatment; will do the back.

The vibrating anion group includes: a) a vibrating anion group, an anion vibrator, a vibrating anion group, a vibrator generating negative ions, a combination of a vibrator and an anion group; b) a device for generating vibrations 42 and negative ions 45, a device for processing vibrations and negative ions, an anion group equipped with a vibrator, and the ozone generator 96 for generating vibrations and negative ions; c) at least one of the device 1 or device 2 equipped with an ozone generator for generating vibrations and negative ions, the device 1 or device 2 equipped with a vibration and negative ion generator instead of the ozone generator 96, and the tube or case The above-mentioned device 1 or device 2, etc. where vibration and negative ions are generated are included.

The vibrating ozone device is a) one of a vibrating ozone device, an ozone vibrator, a vibrating ozone device, an ozone generating vibrator, or a combination of a vibrator and an ozone device, or b) or b1) the solenoid valve 92 by the timer 98 ) by adjusting the opening/closing interval of the pressure and ozone, periodically or repeatedly as much as the interval, through the solenoid valve 92 to the material 80 passing through the inlet and outlet, or b2 ) or the passage material having a pulse pressure of the pressure introduced in the cycle by this or the passage material of a pulse type to the outlet 78; A hose 79, a nozzle 66, a nozzle 66 associated therewith; discharging, feeding, or dispensing through one or more of; Aeration by spraying, vortex, pulse pressure provision, ozone treatment, sterilization treatment; will do one of

The magnetized exciter may include a magnetized exciter, an exciter, a magnetized exciter, an excitable magnetizer, a combination device of a magnetizer and a vibrator; The following magnetized vibrators 1, 2, 3, 4, 5, 6, 7; etc. are included. The magnetizer 1 is a combination of the magnetizer and the vibrator. In the magnetized vibrator 2, at least one of the vibrator, the vibrator, the ozone group, the anion group, and the rotator is mounted on the magnetizer. The magnetized vibrator 3 is a vibrator or a magnetized vibrator that generates vibrations in addition to the maximum length of 1,000 to 20,000 Gauss. The magnetizer 4 is a magnetizer composed of one or more magnetizers 31, an attachment plate 18 thereof, and one or more magnetizers 31 spaced apart from the attachment plate. The magnetizer 5 is a magnetizer composed of a magnetizer 31, a core 15 between the two, an outer coil 16 surrounding the core, and a spacer plate 17 spaced apart from the core and the magnetizer. . The magnetization vibrator 6 is a magnetization consisting of a mounting plate 19, a magnetizer attachment plate 18 mounted thereon, a magnetizer 31 attached to the attachment plate, and an outer coil 16 surrounding the magnetizer and the attachment plate. it's a gimmick The attachment plate, magnetizer, core, coil, separation plate, mounting plate, attachment plate, and the like can be used, provided, sprayed, injected, etc. with the magnetization or composite or the like.

The magnetizing vibrator 7 includes a) a power supply unit 20 that provides one of power, AC, and DC, b) a converter 21 that converts one of the power and AC into DC, and c) one of the power and DC. Inverter 22 for converting or amplifying AC or constant voltage to AC of constant frequency, d) a switching unit for switching and supplying one of the power, AC, and DC, or adjusting the flow direction of one of the power, AC, and DC ( 23), e) a detection unit 24 that detects one of AC and DC, power supplied from one of the power supply unit, converter, inverter, and switching unit, f) a conduction pattern of one of the converter, inverter, switching unit, and detection unit A rotating body connected to the rotational shaft of the motor 26 including at least one of the control unit 25 for controlling one or more of the power, AC, DC size, continuity, energization, and interruption of one or more of the power source, AC, DC or A magnetized vibrator that generates vibrations 42, magnetic fields 41, excitation, ozone, negative ions, etc. generated by the rotation of an asymmetric rotating body or generated in the case 7 in which the motor or teeth are inserted by the rotation to be.

The magnetized vibrator may include a magnetizing vibrator, a vibrating magnetizer, a magnetizing vibrator, a vibrating vibrator, a combination device of a magnetizing device and a vibrator; The following magnetized vibrators 1, 2, 3, 4, 5, 6, 7, 8, 9; etc. are applicable. The magnetized vibrator 1 is a combination of the magnetizer 31 and the vibrator 32 . The magnetized vibrator 2 is one in which the vibrator is mounted on at least one of the magnetizer, the vibrator, the ozone group, the anion group, the rotating machine, the decomposer, the electrolyzer, the sterilizer, and the discharge machine. The magnetizing vibrator 3 is a magnetizing vibrator provided with a magnetizer on the side or rear end of the vibrator, a magnetizing vibrator with a magnetizer on the side or rear end of the vibrator, a magnetizing vibrator with a vibrator on the side or rear end of the magnetizer, with a side or rear end of the magnetizer A magnetized vibrator equipped with a device is included.

The magnetized vibrator 4 a) generates vibration, b) the vibration; before, during, after, simultaneous, front, middle, rear end, same point, separate point; A magnetic field is generated in at least one of an exciter or a vibrator, c) the magnetic field; before, during, after, simultaneous, front, middle, rear end, same point, separate point; It is a magnetized vibrator in which excitation or vibration by the magnetizer is generated in at least one of them.

The magnetization vibrator 5 generates one of a magnetic field, a temporary field of 1,000 to 20,000 Gauss, a magnetic field of 0.1 to 2 Tesla, and a magnetic field having a magnetic flux density (B) of magnetic permeability (μ) × magnetic field strength (H) to be.

The magnetization vibrator 6 includes: a) one of the magnetic fields is generated, b) the magnetic field; before, during, after, simultaneous, front, middle, rear end, same point, separate point; At least one of the excitation or vibration by the magnetizer is generated, c) the excitation or vibration; before, during, after, simultaneous, front, middle, rear end, same point, separate point; It is a magnetized vibrator in which a magnetic field by an exciter or vibrator is generated in at least one of them.

The magnetized vibrator 7 generates 50 to 99.99% of the vibration by the vibrator and 0.01 to 49.99% of the vibration by the magnetic field of the total vibration, or alternately or continuously generates a magnetic field after 50 to 99.99% of the vibration by the vibrator among the total vibrations. Magnetized vibrator which generates 0.01~49.99% of vibration by the vibration or alternately occurs or continuously occurs, Magnetized vibrator that generates 0.01~49.99% of vibration by magnetic field and 50~99.99% of vibration by vibrator among total vibrations, or alternately or continuously occurs , and magnetized vibrators that generate 50-99.99% of vibrations by vibrators after 0.01-49.99% of vibrations by magnetic field among the total vibrations, or alternately or continuously occur.

The magnetized vibrator 8 includes a case 7, a stator 2 inside the case, a rotor 1 rotating in connection with the motor or stator, a rotor rotating shaft 3 thereof, and a bearing 5 provided above and below the rotating shaft. , at least one of the bearing 5 mounted inside the case, the rotor 4 or the asymmetrical rotating body 4 mounted on the rotor or rotating shaft, and the case 7 vibrating by the rotation of the rotating body It is a magnetization vibrator in which the magnetizer 31, the magnetization vibrator 36, and the above magnetization - composite, etc. are used or sprayed.

The magnetized vibrator (30, 36) 9 is a magnetized vibrator, a vibrating magnetizer, a combination device of a magnetizer and a vibrator, a composite device that magnetizes and vibrates, a composite device that generates a magnetic field and vibration, a device that magnetizes and vibrates itself, and a device that magnetizes and vibrates a substance or object. device, a device for generating magnetized vibrations, a device for magnetizing and vibrating a passing material, a composite device in which the magnetizer and a vibrator are combined, a vibrator equipped with the magnetizer, a magnetizer equipped with the vibrator, and one of the cones or the complex A magnetized vibrator, one of the cones or complexes that magnetize and vibrate,

The magnetizers 30 and 31 are a) a magnetizer, a magnetometer, a magnetometer, a hexagonal magnetometer, a magnet, a magnetic material, a bar magnet, a plank magnet, an electromagnet, an electric magnet, a sheet magnet, a paper magnet, a thin film magnet, 磁石, 磁化器, magnet, magnetizer, magnetizing coil, a magnetizer that magnetizes a material (41), a magnetizer that generates a magnetic field (41), a magnetizer that radiates or irradiates a magnetic field (41), a person that radiates magnetic energy (41) A magnetizer, a magnetizer that vibrates by the magnetic field 41, a magnetizer that enhances vibration by the magnetic field 41, a magnetizer in which two or more magnets are embedded, coated or lined, and a spacer between the two or more magnets An inserted magnetizer, a magnetizer that generates a magnetic field by applying electricity, a magnetizer that generates a magnetic field by applying electricity to a coil wound around a core, a magnetization vibrator that vibrates while magnetizing 41, and vibrating while vibrating (41) a vibrating magnetizer generating a magnetic field 41; b) a vibrator, a vibrator, an ozone group, an anion group, a rotator, the cone or the complex that magnetizes 41 or has a magnetizing function; c) or a magnetizer with at least one of vibration, excitation, ozone radiation, and negative ion radiation; d) or a magnetizer in which two or more of vibration, excitation, ozone, and negative ions are generated; e) vibrators, vibrators, ozone units, negative ions, rotors, decomposers, electrolyzers, sterilizers, and dischargers that generate one or more of vibration, excitation, ozone, and negative ions in addition to magnetic fields; f) a magnetizer having the shape of a cone or a composite; g) or the cone or composite equipped with a magnetizer; etc. are applicable.

The magnetizer a) a1) having two or more magnets, a2) inserting a spacer between the two or more magnets, a3) coating or lining the outer periphery of the magnet and the spacer; b) or b1) having a core, b2) winding a coil around the core, b3) connecting a wire, plug, outlet, power supply, etc. to the core or coil; manufactured by etc.

Power is supplied to at least one of the core and the spiral to form magnetic energy having a magnitude of knI (where k = 4π×10 ⁻⁷ , n = number of turns of the spiral per unit length, I = current strength). The magnetic field, magnetic energy, etc. of the present invention may be 1,000 to 20,000 Gauss, 0.1 to 2 Tesla, or the like, or a magnetic field or magnetic energy having a size of the same.

The vibrators 30 and 32 are a) a vibrator, a vibration device, a membrane vibrator, a plate vibrator, a rod vibrator, a vibrating element, a piezoelectric element, a sound wave machine, an ultrasonicator, a vibrating piezoelectric element, a sheet pendulum, a sound wave element, an ultrasonic element, a magnetizing vibrator , multi-function vibrator, rotary vibrator, concrete vibrator, vibrator, vibrator that vibrates material or object (42), vibrator that vibrates itself (42), vibrator that vibrates rod or case (7), rotation of rotating body (4) A vibrator vibrating by a vibrator, a vibrator vibrating by rotation of a rotating body 4 provided in the motor 26 or rotor 1, a rotating body 4 provided in the rotor 1 mounted on the stator 2 In the rotation of the rotating body 4 mounted on the shaft 3 of the motor equipped with the vibrator vibrating by the rotation of the stator 2, the stator and the rotor 1 rotating therein. Rotation of a rotating body 4 mounted on a shaft 3 of a motor equipped with a vibrator vibrating by means of a vibrator, a stator 2 (permanent magnet) having N and S poles and a rotor 1 having a coil wound therein. A rotor (1, permanent magnet) having N and S poles and a rotor (1, permanent magnet) having an N pole and an S pole vibrating by ) a vibrator vibrating by rotation, a vibrating vibrator which magnetizes 41 while vibrating 42, a magnetization vibrator which vibrates 42 while generating a magnetic field 41; b) a magnetizer, a vibrator, an ozone group, an anion group, a rotating machine, the cone or the complex having a vibrating or vibrating function; c) or a vibrator with one or more of magnetization, vibration, excitation, ozone radiation, and negative ion radiation; d) or a vibrator generating at least two of magnetic fields, excitation, ozone, and negative ions; e) a magnetizer, an excitation device, an ozone device, an anion device, a rotating machine, a decomposer, an electrolyzer, a sterilizer, and a discharge machine, which generate one or more of magnetic field, excitation, ozone, and negative ions in addition to vibration; f) a vibrator having the shape of the cone or the composite; g) the cone or composite equipped with a vibrator; etc. are applicable.

The vibrator has a) a case, b) a stator mounted inside its case, c) a rotor mounted in connection with the stator, d) a rotating shaft mounted on the rotor, e) a rotating body mounted on the rotating shaft, f) the rotor, stator connection of wires, plugs, outlets, power supplies, etc.; manufactured by etc.

The motor includes a motor, a motor, a vibration motor, an electric motor, an electric motor, a servo motor, a torque motor, a gear motor, an AC motor, a DC motor, a linear motor, a BLDC motor, a brush motor, a brushless motor, a pulse motor, a stepping motor, a brushless DC motor. motors, etc.

The exciter (30, 33) is a) exciter, 加振機, stimulator, exciter (勵振器), exciter (勵磁機), exciter, oscillator, exciter, shaker, oscillator, applying vibration device, a device for applying vibration to an object, an exciter with a substance, an exciter that excites itself, an exciter that magnetizes while excitation 43, a magnetizer that excites while generating a magnetic field; b) a magnetizer, an exciter, an ozone group, an anion group, a rotating machine, the cone or the complex having an excitation or excitation function; c) or an exciter which performs at least one of magnetization, vibration, excitation, ozone radiation, and anion radiation; d) or an exciter generating at least two of magnetic fields, vibrations, ozone, and negative ions; e) a magnetizer, a vibrator, an ozone device, an anion device, a rotating machine, a decomposer, an electrolyzer, a sterilizer, and a discharge machine that generate one or more of magnetic field, vibration, ozone, and negative ions in addition to excitation; f) a vibrator having the shape of the cone or the complex; g) the cone or the complex provided with a vibrating group; etc. are included.

The vibrator includes vibration, eccentric vibration, relative vibration, pulse vibration, vertical vibration, left and right vibration, inclined vibration, diagonal vibration, aeration vibration, shock vibration, resonance vibration, sound wave vibration, ultrasonic vibration, one-dimensional vibration, two-dimensional vibration, 3 A vibrator generating dimensional vibration or the like may be included. And the exciter includes excitation, eccentric excitation, relative excitation, pulse excitation, vertical excitation, left and right excitation, oblique excitation, diagonal excitation, aeration excitation, shock excitation, resonance excitation, sound wave excitation, ultrasonic excitation, one-dimensional excitation, two-dimensional excitation , a vibrator that generates a three-dimensional excitation, etc. Examples of the above include eccentric vibrator, pulse vibrator, vertical vibrator, eccentric vibrator, pulse vibrator, vertical vibrator, vibrator with vertical vibration and left and right vibration, eccentric vibration, vertical vibration and left and right vibration, pulse excitation and 3D Exciter with excitation, eccentric excitation, pulse excitation, and exciter with three-dimensional excitation are applicable.

The ozone devices 30 and 34 include a) an ozone device, an ozone device that emits ozone, an ozone device that sterilizes substances with ozone, an ozone device that emits negative ions, and a cylindrical tube 123 or double tube 123, 124. The ozone device 34 having a coil 16 wound inside or outside, the ozone device 34 having a needle 127 mounted on the other side while being spaced apart from the plate 126 on one side, and spaced apart from the hollow portion 128 of the plate on the other side. the ozone device 34 with which the brush 129 faces; b) a magnetizer, a vibrator, a vibrator, an anion group, and the cone or the complex emitting ozone; c) or an ozone device that generates ozone while performing one or more of magnetization, vibration, excitation, magnetic field generation, and negative ion radiation; d) or an ozone device in which two or more of magnetic field, vibration, excitation, and negative ions are generated; e) a magnetizer, a vibrator, an exciter, an anion group, a rotor, a decomposer, an electrolyzer, a sterilizer, and a discharge machine that generate one or more of magnetic field, vibration, excitation, and negative ions in addition to ozone; f) or an ozone group having the shape of a cone or a composite; g) the cone or composite equipped with an ozone group; etc. are applicable. The ozone device, cylindrical tube, double tube, inner, outer, coil, plate, needle, hollow part, brush, etc. can be used, equipped, sprayed, injected, etc. with the magnetization or the composite or the like.

In general, ozone (O ₃ ) has effects such as sterilization, deodorization, and air purification, so it is used for removal of bacteria and viruses, sterilization of water supply, and wastewater treatment. A method of generating ozone is as follows. 1) When the + pole 120 and the - pole 122 are placed between the insulator 121 or the space 121 and a high voltage is applied thereto, corona discharge, etc. occurs, and a reaction such as 3O ₂ + electric E = 2O ₃ + heat Ozone is generated from oxygen. 2) When a high voltage is applied to the objects 120 and 122 such as gold, silver, copper, platinum, nickel, etc. coated, printed, or adhered to both sides of the ceramic plate or space 121, the objects 120, 122 ), corona discharge, etc. occurs. During the discharge, oxygen (O ₂ ) in the air is separated into oxygen atoms, and the separated oxygen atoms combine with unseparated oxygen molecules to form ozone (O ₃ ). 3) A dielectric 123 such as a glass tube or quartz tube, a rod or tube-shaped + pole 124 inserted therein, and a coil or spring-shaped negative pole 16 voltage, etc., are applied to the outside of the dielectric. When the discharge occurs, oxygen in the air is changed to ozone. 4) A coil 16 is wound inside or outside the cylindrical tube 123 or the double tubes 123 and 124, and ozone is generated when power is applied to the tube and the coil. 5) It is spaced apart from one side of the plate 126 and the needle 127 passes through the other side. When + and - power is applied to the plate and the needle, ozone is generated. 6) The brush 129 is spaced apart from the hollow portion 128 of one side of the plate, and when + and - power is applied to the plate and the brush, ozone is generated. See FIG. 30 . 30 shows a composite machine equipped with a magnetizer, a vibrator, a vibrator, and the like in the ozone machine. The needles include needles, chips, tips, needles, needles, one needle, two needles, multiple needles, etc. applicable.

The anion groups 30 and 35 are a) an anion group, an anion group that emits anions, an anion group that purifies an anion of a material, an anion group that emits ozone, a cylindrical tube 123 or a double tube 123, 124 of The negative ion group in which the coil 16 is wound inside or outside, the negative ion group in which a needle 127 or needle is mounted on the other side while being spaced apart from one plate 126, and spaced apart from the hollow portion 128 of one side of the plate with a brush 129 ) or an anion group facing the needle, a device for generating electric charges or negative ions from sharp and sharp needles 127 and 129 with a very small surface area; b) a magnetizer, a vibrator, a vibrator, an ozone group, and the cone or the complex that emit negative ions; c) or an anion group that generates negative ions while performing one or more of magnetization, vibration, excitation, magnetic field generation, and ozone radiation; d) or an anion group in which two or more of magnetic field, vibration, excitation, and ozone are generated; e) a magnetizer, a vibrator, an exciter, an ozonizer, a decomposer, an electrolyzer, a sterilizer, and a discharger that generates one or more of magnetic field, vibration, excitation and ozone in addition to negative ions; f) an anionic group having the shape of a cone or a complex; g) the cone or complex provided with an anionic group; etc. are included. Electricity, power, current, voltage, etc. are supplied to the cylindrical tube, double tube, coil, plate, needle, brush, needle, and the like, thereby generating ozone, negative ions, and the like.

The electric charges or negative ions combine with particles such as dust, dust, pollen, etc. in the air and fall to clean the air. This is the principle of the electrostatic precipitator. An example of an electrostatic precipitator is a cylinder with a built-in rod, and when a high DC voltage is applied with the rod being negative (-) and the cylinder positive (+), the dust from the blowing air passing through the cylinder is negatively charged and the It is attached to the inner surface and becomes clean air, and the dust attached to the cylinder is removed by washing, impact, etc. Here, the electrostatic precipitator becomes an electrostatic filter.

The ozone device, the anion group, etc. are a) provided with a cylindrical or double tube, b) coil winding inside or outside the cylindrical or double tube, c) with a plate, d) with a needle spaced apart from the upper plate, e) Connection of wires, plugs, outlets, power supplies, etc. to the cylindrical tube, double tube, coil, plate, needle, etc.; manufactured by etc.

The rotating machine corresponds to the following rotating machines 1, 2, 3, 4 and the like. Rotator 1 is a wheel, reel, fan, roller, rotor, drum, bucket, wheel, bobbin, pulley, sprocket, winch, spiral, paddle, pedal, pulley, shaft, screw, rotator, rotating body, rotor, Rotating fan, blower fan, fan, blower, electric fan, trommel, hoist, rotating mechanism, rotating means, eccentric rotating body, centrifugal rotating body, multiple rotating body, multiple rotating body, multi-row rotating body, multi-layered rotating body, multi-layer rotating body Whole, symmetrical rotating body, asymmetric rotating body, power rotating body, non-powered rotating body, motor-equipped rotating body, rotating body rotating by a motor, rotating machine rotating itself, rotating machine rotating water or water, rotating machine rotating material , a rotary machine that rotates an object, a rotary machine that rotates equipment, a rotary machine that rotates at least one of the above magnetizers and a multifunction machine, and a rotary machine provided in at least one of the magnetizers and multifunction machines. Rotator 2 is a twisted wire with two or more twisted strands, two or more strands untwisted at the tip thereof, one or more rods mounted on the strand or twisted wire, projections formed on both ends of the rod, and one or more twisted wires It is a rotating machine composed of a mounted shaft and a rotating means for rotating the shaft. Rotator 3 is a rotating machine in which one of the above magnetization-composite is used for at least one of the twisted wire or the rotating means and the housing of the rotating body. The rotating machine 4 is a rotating machine in which the above magnetization-composite and the like are used.

The rotator is a) provided with a twisted wire having two or more strands twisted, b) unwinding the twist at the tip of the twisted wire to derive two or more strands, c) having one or more rods on the strand or twisted wire, d) both ends of the rod forming a protrusion on, e) having a rotating means for rotating the shaft, f) having a motor for rotating the shaft, g) connecting an electric wire, a plug, an outlet, a power supply, etc. to the motor; manufactured by etc.

The decomposer corresponds to the following decomposers 1, 2, 3, 4 and the like. The decomposer 1 is a decomposer, fermenter, fermenter, incubator, electrolyzer, electrolyzer, microbial decomposer, microbial fermenter, microbial incubator, microbial fuel cell (MFC), and the like. The decomposer 2 is a container, an anode and a cathode spaced apart from each other inside the container, an ion film between the anode and the cathode, a wire connected to the anode and the cathode, a storage battery or power supply connected to the wire, a heater mounted on the container , a material inlet of the container, an outlet of the container, and a supply line for supplying air or oxygen to the container. The decomposer 3 comprises: a) substances, microorganisms, which are fed into the container; b) heat by the heater; c) air, oxygen and nutrients fed into the vessel by the supply line; d) H ₂ generated from the anode in the vessel and O ₂ generated from the cathode by the application of electricity; e) decomposition and culture of the above substances, microorganisms, etc.; f) generated by the decomposition or culture H ₂ , O ₂ , CO ₂ , CH ₄ , microorganisms, proliferating microorganisms, cultured microorganisms, bio-water, bio-liquid, biogas; one or more of which is used or enforced or generated. The decomposer 4 is a decomposer in which the above magnetization-composite and the like are used.

The decomposer has a container, a positive electrode and a negative electrode spaced apart from each other inside the container, an ion film is installed between the positive electrode and the negative electrode, a wire connected to the positive electrode and the negative electrode is mounted, a storage battery connected to the wire is provided, a heater in the container It is manufactured by installation, provision of a supply line for supplying air or oxygen to the container, and the like.

The MFC includes the following MFCs 1, 2, 3, and the like. MFC 1 is a battery that converts chemical energy of organic substances contained in substances, waste, sludge, wastewater, etc. put into a container into electrical energy using microorganisms as a catalyst. MFC 2 is a battery in which electrons (e ^- ) and hydrogen ions (H ⁺ ) generated when microorganisms oxidize organic matter go back and forth between the anode and the cathode to generate water and electricity. MFC 3 is: a) material, waste, sludge, wastewater, organic matter fed to the anode section of the vessel; b) H ⁺ , CO ₂ , electrons (e ^- ) generated from the anode; c) the H ⁺ directed to the cathode portion through the ion film; d) H ₂ O formed by the combination of the H ⁺ and O ₂ in the external inlet air in the negative electrode part; e) the electrons (e ⁻ ) flowing through a wire connected to the anode of the anode and the cathode of the cathode; f) electricity generated by the flow of the electrons (e ⁻ ); g) a storage battery for storing the electricity; At least one of these is the battery being used or generated.

The electrolyzer is the following electrolyzer 1, 2, 3, 4 and the like. Electrolyzer 1 comprises: a) an electrolyzer, an electrolyzer, an electrolyzer; b) an electrode and an electrolyte applied to one of them; c) an ion film between the anode and the cathode among the electrodes; d) wires, plugs, outlets, and power supplies sequentially connected to the electrodes; e) an electrolyte in which electricity is applied to the electrode to be electrolyzed; f) H ⁺ , OH ^- , H ₂ , O ₂ , CO ₂ , Cl ₂ , HOCl, NaOCl, OH radicals, ions, iron ions, metal ions, bubbles, gas, fresh water, salt-concentrated water, an electrolytic cell in which at least one of acidic water, alkaline water, lacquer, hypo-salt, and hypochlorous acid is generated; consists of, etc. Electrolyzer 2 includes: a) water, water, liquid, material, salt, brine, seawater, electrolyte; b) electrolysis of at least one of the water to the electrolyte generated in the anode and the cathode by the application of electricity; c) said H ⁺ to hypochlorous acid produced by said electrolysis; d) decomposition, desalination and desalination of at least one of the water to the electrolyte by the electrolysis; e) H ₂ , O ₂ , salt-concentrated water, fresh water, acidic water, alkaline water, respectively, separated and discharged to the anode and the cathode by the ion membrane; One or more of these are used, generated, formed, implemented, released, etc. Electrolyzer 3 includes a) a pipe sequentially connected to the electrolyzer, a purifier, a condenser, a compressor, and a storage tank; b) the H ₂ , the pipe or storage tank for transferring one or more of O ₂ , refining, condensing, pressurizing, and storing at least one; etc. are provided. Electrolyzer 4 is an electrolyzer in which the above magnetization-composite and the like are used. Looking at the generation of H ⁺ to hypochlorous acid, etc. 1) H ⁺ is positive electrode, OH ^- is negative electrode, H ₂ is positive electrode, O ₂ is negative electrode, CO ₂ is positive electrode, OH radical is negative electrode, ions are positive electrode, acidic water is positive electrode, alkaline water negative electrode; 2) and Cl ₂ , HOCl, NaOCl, bubble, gas, fresh water, lactose, hypo-salt, hypochlorous acid, etc. in the electrolytic cell, between the anode and cathode; occurs, etc.

The electrolyzer is equipped with a) an electrolyzer, b) an electrode and electrolyte are put into the electrolyzer, c) an ion film is installed between the anode and a cathode of the electrode, d) a pipe, a purifier, a condenser, a compressor, a storage tank, etc. are connected to the electrolyzer, e) connecting one or more of a wire, a plug, an outlet, and a power supply to the electrode; manufactured by etc.

The sterilizer corresponds to the following sterilizers 1, 2, 3, and the like. Sterilizer 1 Silver lamp, lamp, heater, LED lamp, UV lamp, high temperature heater over 100℃, sterilizer, sterilizer, sterilizer, antibacterial device, sterilizer, detoxifier, detoxifier, detoxifier, purifier, purifier, washer, washer, ozone Machine, anion machine, electrolyzer, discharge machine, plasma machine, steam generator, clothes hanger lamp, ozone sprayer, disinfectant sprayer, disinfectant sprayer, smoke screen sprayer, chemical sprayer, chemical sprayer, chemical spray cannon, sterilization mist sprayer, sterilizing agent Sprayers, sterilizing chemical spraying cars, sterilizing chemical spraying cannons, etc. Sterilizer 2 comprises: a) a vessel, an inlet and outlet of the vessel, a screen and fan at the inlet, and a filter at the outlet; b) a heater inside the container, a wheel or moving means of the container, a pusher or handle of the container; c) hoses, nozzles, sprayers on the outside of the outlet; d) a venturi tube in the middle of the vessel; e) an injector, a check valve, a solenoid valve, a hose, and a compressor sequentially on the outside of the venturi tube; f) a timer for adjusting the opening/closing interval of the solenoid valve; g) at least one of light, heat, steam, pressure, medicine, drug, substance, sterilizer, disinfectant, ozone, anion, ultraviolet, infrared, far-infrared, LED light, plasma, sterilizing gas, and sterilizing air inside and outside the container one or more devices or lamps emitting h) said vessel or lamp coated with a photocatalyst; i) the vessel or lamp for sterilizing substances or objects inside and outside the vessel; j) a wire, a plug, an outlet, and a power supply sequentially connected to one of the containers or lamps; consists of, etc. Sterilizer 3 comprises a) a cradle; b) at least one lamp emitting at least one of the light and sterilizing air to the holder; c) wheels or moving means on the cradle; d) a shade or reflector on the lamp; e) the cradle or the reflector coated with a photocatalyst; e) the holder or lamp for sterilizing a material or object around the holder or lamp; f) an electric wire, a plug, an outlet, and a power supply sequentially connected to one of the cradle or the lamp; It consists of one or more of

The sterilizer is manufactured by providing the container or the power supply, or the cradle or the power supply in order or in random order. The container is a tank, barrel, box, ring, tube, bottle, cabinet, wardrobe, drawer, tank, box, container, tube, band, hose, conduit, pipe, hollow body, hollow tube, hollow tube, silo, glass tube, Quartz tube, single tube, double tube, triple tube, case, housing, shoe cabinet, toothbrush case, etc. are applicable.

The dischargers are the following dischargers 1, 2, 3, 4, and the like. Discharger 1 includes: a) a discharger, an electric discharger, and a discharge vessel; b) an electrode inserted into one of them; c) a wire, a plug, an outlet, and a power supply sequentially connected to one or more of the discharger or the electrode; d) the discharger or electrode in which electricity is applied through the electric wire to generate one of a discharge, an electric discharge, and a corona discharge; e) the discharger or electrode which becomes at least one of ozone generation, negative ion generation, dust adhesion, dust aggregation, dust removal, and charged particle removal by the discharge; consists of, etc. Discharger 2 comprises: a) an anode and a cathode spaced apart from each other; Wires, plugs, outlets, power supplies, and high voltage generators that are sequentially connected thereto and supply electricity or voltage; Electric discharge by at least one of, b) or the electric discharge becomes at least one of ozone generation, anion generation, dust adhesion, dust aggregation, dust removal, and charged particle removal. Discharger 3 includes: a) a discharger using corona discharge by electricity, a discharger for collecting particles charged by corona discharge; b) an electric discharger that applies an electric field to the dust suspended in the air to make it electrified, and then collects and removes the dust with an electrostatic force; c) an electric discharger with a voltage of 40,000 to 70,000 V; d) An electric discharger using a voltage of 40,000 to 70,000 V generated through a high-voltage generator using an AC power of 50 to 60 Hz; e) a discharge device in which the electric charge generated by corona discharge is attached to the dust particles and becomes charged particles, and is attracted to the electrode of opposite polarity by electrostatic force and moved to collect dust; f) Using the dust collecting electrode of the cylinder as the positive electrode and the discharge wire mounted in the center of the cylinder as the negative electrode, the dust is negatively charged by passing the air containing the dust in the cylinder. ) to attach and remove the discharge device on the inner surface of the cylinder; g) an electric discharger for washing the dust deposited on the cylinder with water or by applying a mechanical shock to the cylinder to remove the dust; etc. Discharger 4 is a discharger in which the magnetization-composite and the like are used. The discharge device is manufactured in the order of the discharge vessel or the power supply or the like.

The magnetized substances, vibrating substances, vibrating substances, ozone substances, negative ions, rotating substances, decomposition substances, electrolytic substances, sterilizing substances, electric discharge substances, composites, etc. are a) magnetized substances, vibrating substances, vibrating substances, ozone, ozone substances, negative ions; Anion water, rotating material, decomposition product, electrolyte material, sterilizing material, electric discharge material, ozone anion rotation decomposition and electrolytic sterilization discharge product with magnetization vibration, a mixture of two or more thereof; b) a substance or a number or a composite of one of said magnetized-complexes or treated with one or a single function; c) a material that has been subjected to or treated with the magnetizer or the composite device, or the water or the composite; d) a substance or a number or a composite which magnetizes a substance or an object or causes one of said numbers or a composite; e) the above-mentioned magnetized-composite or the like or the above-mentioned water or composite by the magnetizer or the compound group; f) Magnetized products, vibration-treated products, excitation-treated products, ozone-treated products, anion-treated products, decomposition-treated products, electrolytically-treated products, sterilized products, electric discharge-treated products, and composite products treated in the above magnetizers or multifunction devices; g) or the magnetized material or complex treated material including the water or the complex; etc. are applicable. For example, in the case of a vibrating object, the vibrating material includes vibration frequency, vibration fluid, vibration material, vibration heat, vibration wave, vibration light, vibration wind, vibration bubble, vibration material, vibration light source, vibration mist, vibration magnetization material, vibration anion material, etc. do. The ozone water contains ozone, and the anion water contains anions.

The complexes 40 and 46 are magnetized vibrating animals, magnetized oscillators, magnetized ozone substances, magnetized anions, magnetized rotating products, magnetized decomposition products, magnetized electrolytes, magnetized sterilizers, magnetized discharges, vibrating substances, vibrating ozone substances, Vibrating anion water, vibrating rotating product, vibrating decomposition product, vibrating electrolyte, vibrating sterilizing product, vibrating discharge product, vibrating ozone water, vibrating anion water, rotating rotating product, vibrating decomposition product, vibrating electrolyte, vibrating sterilizing material, vibrating discharge product, ozone anion Water, ozone revolving product, ozone decomposition product, ozone electrolyte, ozone sterilizing product, ozone discharge product, anion rotating product, anion decomposition product, anion electrolyte, anion sterilizing product, anion discharge product, magnetized vibration stimulator, magnetized vibration ozone product, magnetized vibration Negative ion water, magnetized vibrating rotating product, magnetized vibrating decomposition product, magnetized vibrating electrolyte, magnetized vibrating sterilizer, magnetized vibrating discharge product, vibrating ozone product, vibrating anionic water, vibrating rotating product, vibrating vibrating decomposition product, vibrating vibrating electrolyte, vibrating Vibration sterilization product, vibration vibration discharge product, Ozone anion product, Ozone decomposition product, Ozone electrolyte product, Ozone sterilizer product, Ozone discharge product, Ozone rotation rotating product, Ozone decomposition product with vibration, Ozone electrolyte product, Ozone sterilization product with vibration, Excitation ozone discharge product, ozone anion rotation product, ozone anion decomposition product, ozone anion electrolyte product, ozone anion sterilization product, ozone anion discharge product, ozone product with magnetization vibration, anion product with magnetization vibration, rotation product with magnetization vibration, decomposition product with magnetization vibration , Magnetized Vibration Electrolyte, Magnetized Vibration Sterilizer, Magnetized Vibration Discharged Material, Vibrating Ozone Anion Water, Vibrating Ozone Rotating Product, Vibrating Ozone Decomposition Product, Vibrating Ozone Electrolyte, Vibrating Ozone Sterilizing Product, Vibrating Ozone Discharge Water, Excitation Ozone Anion Rotation Product, Excitation Ozone Anion Decomposition Product, Excitation Ozone Anion Electrolyte, Excitation Ozone Anion Sterilizer, Excitation Ozone Anion Discharge Product, Ozone Anion Water with Magnetization Vibration, Ozone Rotation Product with Magnetization Vibration, Ozone Decomposition Product with Magnetization Vibration, Ozone electrolyte with magnetization vibration, ozone sterilizer with magnetization vibration, ozone discharge product with magnetization vibration, rotation product of ozone anion with vibration, decomposition product of ozone anion with vibration, ozone anion electrolyte with vibration, ozone sterilizer with vibration, ozone anion with vibration Discharge product, ozone anion sterilizer with magnetization vibration, ozone anion decomposition product with magnetization vibration, ozone anion electrolyte with magnetization vibration, ozone anion sterilization product with magnetization vibration, ozone anion discharge product with magnetization vibration, ozone anion rotation decomposition product with magnetization vibration, These include ozone anion rotational decomposition electrolyte with magnetization vibration, ozone anion rotational decomposition electrolysis sterilization product with magnetization vibration, and ozone anion rotational decomposition electrolysis sterilization discharge product with magnetization vibration (40, 41, 42, 43, 44, 45, 46). .

a) The magnetized vibrator is a magnetized vibrator, a mixture of a magnetized substance and a vibrating material, a material that has undergone a magnetized vibrator, a material treated with a magnetized vibrator, a magnetized and vibrated material, a composite in which a magnetized material and a vibrating material are combined, and the magnetized vibrator. A vibrating object to which a cargo is put, a magnetized material to which the vibrating material is put, and the like are applicable. b) The ozone anion water with magnetization vibration is an ozone anion water with magnetization vibration, a mixture of water with magnetization and vibrations, ozone water and anion water, a material that has passed through an ozone anion group with magnetization vibration, and is treated with an ozone anion group with magnetization vibration Substances, magnetization and vibration, excitation, ozonated and anionized materials, etc. are applicable. c) The rotating ozone anion with magnetization vibration is a composite of the magnetized or rotating material mixed or combined, a composite of a magnetized and vibrating ozone anion rotating product, a composite of an ozone product with magnetized vibration and an anion rotating product, with magnetized vibration Composite of water and ozone anion rotating product, composite of ozone anion water with magnetized vibration and rotating product, vibrating ozone anion rotating product with magnetized vibration, rotating rotating product with magnetized vibration and ozone anion water injected, rotation with the magnetized or anion injected Water, a rotating object to which an anion containing the magnetized material or ozone water is put, and a rotating object to which the vibrating material or a magnetized material containing an anion water is injected.

d) the ozone anion rotational decomposition electrolytic sterilization and discharge material with magnetization vibration is a mixture or a combination of the magnetization and discharge materials; Composites of magnetized substances, vibrating substances, excited substances, ozone substances, negative ions, rotating substances, decomposed substances, electrolyte substances, sterilizing substances, and electric discharge substances; Composites containing magnetized substances, vibrating substances, excitation substances, ozone substances, negative ions, rotating substances, decomposition substances, electrolyte substances, sterilizing substances, and electric discharge substances; Composite of ozone water, anion rotating product, decomposition electrolyte, and sterilization discharge material with magnetized vibration; Composite of decomposition electrolyte and sterilization discharge in which ozone and anion rotating material are added with magnetized vibration; Composites of magnetized vibration-stimulating substances, ozone anion rotating products, decomposition electrolytes, and sterilization discharge products; Composite of decomposition electrolyte and sterilization discharge in which magnetized vibration-stimulating material and ozone anion rotating product are injected; Composites of magnetized materials and vibrating materials, excited ozone anions, rotary decomposition products, and electrolytic sterilization/discharge products; Composite of electrolytic sterilization/discharge products containing magnetized and vibrating substances, ozone anion substances and rotating decomposition products; Composites of magnetized and vibrational substances, ozone anion rotating products, decomposition electrolytic sterilizers, and electric discharge products; Composite of decomposed electrolytic sterilizer and electric discharge product with magnetized vibration and ozone anion rotation; Composite of Ozone Anion Water with Magnetized Vibration and Rotational Decomposition Electrolytic Sterilization Discharge; Composite of rotary decomposition electrolytic sterilization/discharging product into which ozone anion water with magnetization vibration is injected; Composites of magnetized and vibrational substances, ozone anions, rotary decomposition products, and electrolytic sterilization discharge products; Composite of electrolytic sterilization/discharging product containing magnetized vibration-stimulating water, ozone anion water, and rotary decomposition product; etc. are included. e) The magnetized vibrating water or ozone anion rotational decomposition electrolytic sterilization discharge with magnetization vibration is the magnetized vibration, ozone anion water with magnetization vibration, ozone anion rotation product with magnetization vibration, ozone anion rotational decomposition electrolytic sterilization discharge product with magnetization vibration Substances constituted in such a way are applicable.

The magnetization includes magnetization, magnetization water, hexagonal water, magnetizing liquid, magnetizing agent, magnetizing gas, magnetizing material, magnetic field material, magnetization product, magnetized material, material generated in the process of magnetization, material magnetized in a magnetizer, etc. . The vibrating object includes a vibrating object, a vibration frequency, a vibrating fluid, a vibrating agent, a vibrating gas, a vibrating material, a vibration product, a vibrating material, a material generated in a vibrating process, and a material vibrating in a vibrator. The above-mentioned excitation water includes excitation water, vibrating water, excitation liquid, excitation agent, excitation gas, excitation material, excitation product, excitation material, material generated in the excitation process, and material excited by the vibrator. The ozone water includes ozone, ozone water, ozone water, ozone solution, ozone agent, ozone gas, ozone air, ozone material, ozone product, ozone-treated material, material generated in the ozone treatment process, ozone-treated material, etc. This applies. The anion material is an anion, anion water, anion water, anion liquid, anion agent, anion gas, anion air, anion material, anion product, anion-treated material, a material generated in an anion treatment process, an anion-treated material in an anion group etc. are applicable.

The rotating object is a) a rotating material generated from one or more of a rotating machine, a rotating body, and the twisted line or a rotating body, b) a rotating material rotating by one or more of the rotating machine, the rotating body, and a twisted or rotating body, c) The material collided with one or more of the rotator, the rotating body, the twisted line or the rotating body, d) the rotating material collided with one or more of the rotating rotating machine, the rotating body, the twisted line or the rotating body, e) the rotating or collided with and dispersed or scattered Substances, f) materials that diffuse by the rotation or colliding with each other are applicable. The decomposition product includes decomposition product, decomposition water, decomposition liquid, decomposition agent, decomposition gas, decomposition material, decomposition product, decomposition product, material generated in the decomposition process, material decomposed in the decomposer, the H ₂ ~ biogas, and the like.

The electrolyte includes electrolyte, electrolyzed water, electrolyte, electrolyte, electrolyte gas, electrolyte material, electrolyzate, electrolyte product, electrolyte product, material generated in the electrolysis process, material electrolyzed in the electrolyzer, the H ₂ to hypochlorous acid, etc. do. The electrolysis includes electrolysis, electrolysis, electrolysis, and the like. The sterilizing material is a sterilizing material, a sterilizing water, a sterilizing solution, a sterilizing agent, a sterilizing gas, a sterilizing material, a material having a sterilizing function, a material supplied from the sterilizer, a disinfecting material, a disinfecting water, a disinfecting solution, a disinfectant, a disinfecting gas, a disinfecting material, a disinfecting function These include substances with The discharge material is a discharge material, discharge water, discharge liquid, discharge agent, discharge gas, discharge material, electric discharge product, discharge product, discharge product, ozone, anion, charged particle, material generated in the discharge process, discharged from the discharge device This includes materials and particles charged by corona discharge.

a) In the above magnetizer - multifunction machine, rotating body, and functional machine (30, 31, 32, 33, 34, 35, 36), a machine or a sieve is a machine, a machine, a sieve, a machine, This includes instruments, machines, devices, equipment, facilities, facilities, bodies, objects, and the like. Examples of the magnetizer include a magnetizer, a magnetizer, a magnetizer, a magnetizer, a magnetizer, a magnetizer, and the like. b) In the magnetized material, composite, and functional material (40, 41, 42, 43, 44, 45, 46), water is water, water, liquid, oil, energy, Old (固), material (劑), ash (材), liquid, gas, solid, air, wind, substance, aggregate, mineral, soil, rock, object, substance, material, material, waste, waste material, sludge, by-products, etc. Examples of the magnetization include magnetization water, magnetization material, magnetization liquid, magnetization oil, magnetizer, magnetization chamber, magnetizer, magnetization material, magnetization material, magnetization liquid, magnetization powder, magnetization air, magnetization material, and the like.

a) any object, article, article, substance, equipment, material, material, facility, structure described herein; b) the waste or material, the soil or pellets; c) one or more parts, elements, constructions, components of said object or pellet; 1) Magnetization, vibration, excitation, ozone, protrusion, element, anion, magnetic field, magnetizer, vibrator, vibrator, ozone device, anion device, rotating machine, decomposer, electrolyzer, sterilizer, discharge machine, magnetized material, vibrating object , vibrating water, ozone water, anion water, rotating material, decomposition product, electrolyte material, sterilizing material, electric discharge material; 2) two or more of them, a complex, a complex, a complex; 4) devices, instruments, cases, housings, and hollow bodies provided with or generated by at least one (30, 40) of the magnetization-composite; use, provision, placement, generation, creation, composition, injection, input, injection, etc.; or to treat, dispose of, purify, clean, etc.; etc. is possible. And the magnetization-composite or the like can be used, provided, mounted, combined, linked, connected, merged, generated, generated, composed, injected, injected, sprayed, etc.

A) Magnetizer, vibrator, vibrator, ozone group, anion group, rotating machine, electrolyzer, sterilizer, discharge machine, magnetized material, vibrating material, excitation water, ozone water, anion water, rotating material, electrolyte, etc. , sterilizing substances, discharge substances; Two or more of these are multifunction devices, complexes; B) or i) a magnetizer, a vibrator, a vibrator, an ozone group, an anion group, a rotary machine, an electrolyzer, a sterilizer, a discharge machine; two or more multifunction devices; ii) or water, water, liquid, oil, qi, high, qi, ash, light, heat, Wave, light, line, wind, air, bubble, gas, oxygen, hydrogen, nitrogen, haze, bubble, liquid, powder, material, substance, light source, heat, cold, Pressure, chlorine, salt, radical, wave, mist, CO ₂ , LED light, sterilization light, disinfection light, catalyst, photocatalyst, titanium, titanium, titanium oxide, phytoncide, pulse pressure, liquid, carbonated water, carbonated water, acidic water , acid solution, pH reducer, magnetic field, vibration, excitation, ozone, anion, magnetized material, vibrating material, excitation water, ozone water, anion water, rotating material, electrolyte, sterilizing material, discharge material; the magnetizer to which one or more of them are radiated; iii) the number or rotations passed through or treated with one of the magnetizers-composite machines or radiated from one; iii) a composite of two or more of said number to rotation; etc. are applicable. The above-mentioned magnetization - composite, etc. can be used for the base, extension plate, base composition material, base composition equipment, etc. of the present invention. And the magnetization ~ composite, etc. can be used for the base, extension plate, base composition material, base composition equipment, etc. of the present invention.

a) The material is water, water, liquid, oil, ki, ko, ash, stone, liquid, gas, solid, air, wind, substance, sand, gravel, aggregate, silt, soil, stone, rocks, rocks, crushed stone, crushed sand, maritime, object, substances, materials, materials, rice, soybeans, paddy, barley, soybeans, grains, whole grains, Grain, oil, oil, food, food, ingredients, food materials, wood, iron, metal, stone, particle, particulate matter, granular material, foreign material, waste, waste material, sludge, slag, by-product, cement, coarse material, fine material etc. are applicable. b) The above wastes and sludge are waste, by-products, sludge, waste liquid, sludge, food, food wastewater, waste materials, waste appliances, waste catalysts, waste cement, waste concrete, waste cars, waste furniture, waste cars, waste electrical products, These include electronic waste, designated waste, construction waste, household waste, municipal waste, decommissioning waste, business waste, organic waste, inorganic waste, construction sludge, water treatment sludge, organic sludge, and inorganic sludge. c) The foreign substances, lightweight substances, and combustible substances include cotton, paper, wood, wood, vinyl, fibers, woven fabrics, non-woven fabrics, foreign substances, lightweight substances, combustible substances, floating substances, and straw. The foreign material is classified into an inorganic foreign material, an organic foreign material, and the like, and the inflammable material is a raw material such as pellets. d) The metal includes iron, copper, lead, copper, zinc, metal, non-metal, noble metal, rare metal, noble metal, non-ferrous metal, aluminum, and the like. e) The above minerals include minerals, rare earths, metallic minerals, natural minerals, and non-metallic minerals. f) The pressure includes pressure, air, compressed air, and pressure air. g) the rod, rod, bar, beam, string, wire, brush, protrusion, blade, steel wire, stranded wire, iron wire, steel rod, rake, rope, spiral, spring, wire, brush, etc. are the rods or brushes; the rod or brush, such as the rod or brush; the rod or brush provided with the rod or brush; etc. are applicable. Examples thereof include a rod for a rod, a rope for a wire, a rod-like bar, a wire-like wire, a wire with a bar, a spring with protrusions, and the like.

The conveying means 400 is a) a belt, a chain, a vehicle, a truck, a screw, a spiral body, a conveyor 400, a conveying belt, a rotating means, a conveying means, a conveying screw, a conveying conveyor, a belt conveyor, a conveyor belt, a rotating belt , rotary screw, material conveying means, waste conveying means, rotary conveyor, rotary belt conveyor, rotary conveyor belt, conveyer, belt conveyer, conveyer belt; b) means for conveying the material itself or placed thereon, said belt or conveyer belt; c) the belt or conveyer belt for conveying, discharging, mixing, stirring, and stirring conveying the material; d) the belt or conveyer belt for conveying, discharging, mixing, stirring, and stirring conveying the material while rotating; e) a belt or conveyer belt comprising rollers or rotating machines at both ends, a belt or conveyer belt rotating by the rotation of both ends of the roller or rotating machine, a belt or conveyer belt rotating by rotation of both ends and an intermediate rotating body, rollers at both ends, or a belt or conveyer belt rotating in a trajectory passing through the rotary machine; f) or the belt or conveyer belt 400 provided with protrusions, rakes, etc. 420, the belt or conveyer belt 400 provided with protrusions or rakes 420 on the surface; g) said belt or conveyer belt, in particular a screw, embedded in a cylinder, cylinder, semi-cylindrical or the like of a certain length; h) a screw, a rotating screw, which is embedded in a cylinder or semi-cylindrical, etc. and conveys a material passing through the cylinder or semi-cylindrical while stirring; etc. are applicable.

a) The hole and reference numeral 101 correspond to a hole, a hole, a slot, a cutout, an open part, a perforated part, a perforated part, a perforated part, and the like. b) The above diameter includes a diameter, a nominal diameter, a diameter when converted into a circular shape, or a nominal diameter. c) the housing, case, hollow body, etc. (38, 76) includes a tank, a barrel, a box, a cover, a cover, a tank, a box, a tube, a hose, a cage, a housing, a house, a case, a pipe, a hollow body, a hollow tube, These include hollow cylinders, top and bottom open hollow cylinders, and left and right open hollow cylinders. d) The motor and the rotating means 26 correspond to a wheel, a motor, a roller, a rotating body, a rotating unit, a motor, an electric motor, a rotating motor, a rotating roller, a power rotating unit, and the like.

The dust, dust, etc. is dust, dust, dust, dust, suspended matter, fine dust, fine dust, suspended matter in the air, fine solid particles, particles of 150 μm or less, solid fine particles present in air or gas, 0.01 to 100 μm of particles, fine solid particulate matter floating in the atmosphere or scattering descending, particulate matter floating or blown down in the atmosphere, Total Suspended Particles (TSP) with a particle size of less than 50 μm, fine particles with very small particle size Particulate matter (PM), fine dust with a diameter of less than 10 μm (PM10), and fine dust with a diameter of less than 2.5 μm (PM2.5). The PM10 is fine dust with a size of about 1/5 to 1/7 smaller than the diameter of a human hair (50 to 70 μm). The PM2.5 is fine dust with a size of only about 1/20 to 1/30 of a hair. Normal fine dust is composed of lumps (sulfates, nitrates, etc.) formed by the reaction of air pollutants in the air, carbons generated in the process of burning fossil fuels such as coal and petroleum, and minerals generated from soot, soil dust, and waste.

The above use, provision, radiation, placement, etc. are use, use, application, utilization, provision, radiation, 放射, placement, injection, installation, mounting, fixation, attachment, retention, location, expression, generation, launch, 發射, irradiation,照射, illuminate, illuminate, supply, provide, create, composition, form, enforce, carry out, proceed, inject, 注入, input, inflow, spray, spray, squirt, discharge, contain, contain, immerse, precipitation, fumigation, immersion, This includes deposition, licensing, and permits. Examples of its application include magnetization expression, vibration generation, excitation composition, ozone radiation, anion formation, magnetizer installation, vibrator mounting, vibrator installation, ozone device attachment, anion system retention, magnetization injection, inclusion of vibrating substances, inflow of excitation water, These include ozone water application, negative ion water spraying, complex application, multifunction device use, and complex launch.

In the present invention, providing, mounting, mounting, inserting, containing, including, using, using, composition, forming, etc. are a) providing, constructing, preparing, mounting, installing, positioning, maintaining, fixing, mounting, attaching, adhering, adhering, Adhesion, compression, treatment, treatment use, use, application, utilization, application, combination, corresponding, containing, inclusion, mixing, compounding, embedding, input, insertion, linkage, connection, fastening, merging, coalescing, fitting, inclusion, embedding , exterior, fastening, banding, bundle, fitting, assembling, partnership, union, related, relationship, formation, composition, completion, offer, bundling, fastening, welding, bolting, mounting, boarding, mounting, running, hanging, stringing, jack connection, screw connection, flange connection; b) or in whole, in part, in part, in part, in 50% of the whole, in 1 to 99% of the whole, at least two of the above provided or flanged connection; c) or itself, itself, itself, own material, own material, own, in itself, other, other body, other material, other material, substance, object, device, equipment, facility, equipment, self 1~99%; 1 to 99% of the rudder body, 1 to 99% of the rudder body and 1 to 99% of the rudder body, etc. or the like or the above equipped or flanged connection; d) front, middle, rear, left, right, side, front end, rear end, side, surface, inner surface, inner, inner, inner periphery, outer surface, outer, outer, outer periphery, outer, hollow, through hole of one of the above self or equipment , opening, space, passage, flow path, conduit, hole, hole, inlet, outlet, inlet, outlet, joint, connecting portion, cutout, cutout, hollow, connecting hose, connecting tube, connecting pipe, etc. ; e) or one, two, n, singular, plural, plural, one or more, two or more of the above provided or flanged connection; etc. are applicable.

As an example of the above, having at least one of a, b, c, d, and e In the case of x, y, and z, wherein the having is a, b, c, d, e, a and b, a and c, a and d, a and e, b and c, b and d, b and e, c and d, c and e, d and e, a and b and c, a and b and d, a and b and e, b and c and d, b and c and e, c and d and e, a and b and c and d, a and b and c and e, b and c and d and e, a and b and c and d and e, a 1, b 3, 6 c, 3 d, e 2, a 3 and 2 b, c 1 and d 2 and e 3, a 2 and b 1 and c 3 and d 3, 1 a, 2 b, 3 c, 4 d, 6 e, etc. are possible. Examples are x with a, y with a and e, z with a and b and c and e, x with 3 a, y with 3 a and 2 b, 1 a and 2 b and c 3 This includes a dog and a z with 4 d and 6 e.

In the present invention, these complexes, two or more of these complexes, and the like refer to these complexes, two or more of them, a complex of two or more of the above, a complex of two or more of the above, a complex of two or more of the above descriptions, a complex of two or more of the above items, etc. . For example, in the case of a, b, c, d, e, f, and these complexes, 'these complexes' indicate a complex of two or more of a, b, c, d, e, and f. In the present invention, a to b corresponds to a to b, a to b, the above or the following a to b, the above or the following a to b, and the like.

In the present invention, - and the like correspond to - and so on, - and so on, one of -, one or more of -, and a combination of one or more of -. For example, single pipe, cone pipe, cone plate, single plate, ring pipe, ring plate, double pipe, triple pipe, multi pipe, bundle pipe, etc. are a) single pipe, cone pipe, cone plate, single plate, ring pipe, ring plate, double pipe, triple pipe, multi pipe , bundle tubes, etc.; b) one of a single pipe, a cone pipe, a cone plate, a single plate, a ring pipe, a ring plate, a double pipe, a triple pipe, a multi pipe, a bundle pipe; c) at least one of a single pipe, a cone pipe, a cone plate, a single plate, a ring pipe, a ring plate, a double pipe, a triple pipe, a multi pipe, a bundle pipe; c) a combination of at least one of single pipe, cone pipe, cone plate, single plate, ring pipe, ring plate, double pipe, triple pipe, multi pipe, and bundle pipe; etc. are applicable. And round, cylindrical, cone, pin, foot, flat, plate, etc. are a) round, cylindrical, cone, pin, foot, flat, plate, etc.; b) one of round, cylindrical, cone, fin, paw, flat, and plate shape; c) at least one of a round shape, a cylindrical shape, a cone shape, a pin shape, a foot shape, a flat shape, and a plate shape; c) a combination of at least one of round, cylindrical, cone, pin, foot, flat, and plate; etc. are applicable.

In the present invention, to, to, and the like correspond to, to, to, to to, and the like. Examples thereof include a to d, a to d, and the like, a to d, a to d, a to d, that is, a, b, c, d, and the like.

In the present invention, a) contains, contains, injects, inputs, embeds, mixes, complexes, blends, constitutes, comprises, b) or inclusions, inclusions, inputs, additives, injects, embeds, mixtures, blends, composites, etc. The degree of containment, inclusion, addition, input, injection, embedding, mixing, blending, compounding, etc. is a) constant %, parts by weight, parts by volume, weight %, % by volume, times, multiples, b) 0.001, 0.01, 1 , 5, 10, 20, 25, 50, 75, 80, 90, 1 to 99, 100, 10^(-10) to 10^(10'), % of 10 to the -10 to the 10th power, etc. , parts by weight, parts by volume, % by weight, % by volume, times, multiples, and the like. Examples thereof include 0.01 times, 5%, 10 parts by weight, 20 parts by volume, 25% by weight, 50% by volume, 1 to 99%, 1 to 99 times, etc.

The above relates to a part of the contents, examples, etc. that can be implemented by the present invention, and as is known, the scope of the present invention is not limited to the above contents, examples, etc. It will be said that all technical matters of the invention and the technical matters that are fundamental to the invention are included in the scope of the present invention.

1 : Surface layer foundation 2 : Cylindrical part foundation 3 : Cone part foundation
4: Tail part foundation 5: Edge side foundation 10: Edge side foundation composition equipment
11: reinforcement material insertion equipment 12: surface layer foundation composition equipment 20: shaft, rod, screw
21: wing 23: bar, protrusion, protrusion 24: bit, excavation bit
30: binder, solidified material 31: soil, ground 32: slime
33: reinforcing material 70: vibrator, magnetizer, magnetized vibrator, vibrating magnetizer
130: seismic reinforcement
1': tube with plate 2': plate 3': tube
4': hole, bolt hole 5': jack, connection jack, coupling jack,
6': bolt, screw, screw bolt 7': wall of tube 8': cut,
9': piece, piece, cut piece 13': length or height of plate, tube, etc.
14': thickness of plate, tube, etc. 15': width and diameter of plate, tube, etc.
20': one end of plate, tube, etc. 21': one point of plate, tube, etc.
21': the other end of the plate, pipe, etc. 30': underground refraction, extension
31': extension of the grid mounted inside the tube 100': the base
101': shallow foundation 102': deep foundation
106' : inward at the perimeter of the base 107' : outward at the perimeter of the base
110': ground 120': load 121': bearing capacity, tip bearing capacity

Claims (1)

In creating a foundation to support a certain facility or structure,
a) drones are used;
b) or b1) a drone; transporting the materials used in the composition, moving the materials used in the composition, moving the upper part of the constructing equipment, moving the upper part of the facility, moving the upper part of the structure,
b2) the drone delivers the material; Storage, storage in storage, silo storage, dosing, put into hopper, put into mixer, mix, pressurize, pump, transfer, transport, pour, pour, pour into mold, pour into boring hole, pour underground, pour, mold put into, put into the ground,
b3) Drone boring, underground boring,
b4) the drone is the basis; Driving, driving in the ground, buying, buying in the ground, buying into the boring hole, penetration, penetration into the ground, penetration into the boring hole,
b5) the drone picks up the material; Injection, injection into the ground, grouting, grouting in the ground, mixing, mixing in the ground, mixing with soil and sand, compaction, compaction in the ground, vibration, curing, curing in the factory, curing in the field,
b6) the drone moves over the top; Mixing the material with a mixer, pressurizing the material with a feeder, pumping the material with a pump, conveying the material with a pipe, conveying the material with a vehicle, pouring the material with a pourer, pouring the material with a pump car, injector Injecting the material into a furnace, compacting the material with a compactor, vibrating the material with a vibrator, curing the material with a curing machine,
b7) the drone moves over the top; Foundation construction method, characterized in that one selected from driving the foundation with a driving machine, buying the foundation with a crane, and penetrating the foundation with a penetration machine

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