CN1904225A - Screw pile, thread pile piling equipment and piling method - Google Patents
Screw pile, thread pile piling equipment and piling method Download PDFInfo
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- CN1904225A CN1904225A CN 200610019756 CN200610019756A CN1904225A CN 1904225 A CN1904225 A CN 1904225A CN 200610019756 CN200610019756 CN 200610019756 CN 200610019756 A CN200610019756 A CN 200610019756A CN 1904225 A CN1904225 A CN 1904225A
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- 238000000034 method Methods 0.000 title claims abstract description 43
- 238000005553 drilling Methods 0.000 claims abstract description 161
- 239000004567 concrete Substances 0.000 claims description 55
- 238000013461 design Methods 0.000 claims description 39
- 238000005516 engineering process Methods 0.000 claims description 18
- 238000005086 pumping Methods 0.000 claims description 16
- 239000002689 soil Substances 0.000 claims description 11
- 230000007480 spreading Effects 0.000 claims description 10
- 230000008859 change Effects 0.000 claims description 9
- 230000000694 effects Effects 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 238000000465 moulding Methods 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 230000000630 rising effect Effects 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 230000008569 process Effects 0.000 claims description 3
- 210000000576 arachnoid Anatomy 0.000 claims description 2
- 238000001125 extrusion Methods 0.000 claims description 2
- 241001074085 Scophthalmus aquosus Species 0.000 claims 1
- 230000001360 synchronised effect Effects 0.000 abstract description 9
- 238000003756 stirring Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000005484 gravity Effects 0.000 abstract description 3
- 238000012546 transfer Methods 0.000 abstract description 3
- 230000005611 electricity Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 230000003068 static effect Effects 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 238000004140 cleaning Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000033001 locomotion Effects 0.000 description 2
- 238000003672 processing method Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
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- 238000006243 chemical reaction Methods 0.000 description 1
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- 230000002950 deficient Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 238000005058 metal casting Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
This invention relates to screw stake, making screw stake equipment and the making method. The making screw stake equipment is mainly composed of the engine body, the oil cylinder, the hydraulic electric engine, the automation equipment and the transfer piping. The power head is installed on the engine body base's stand support. The hydraulic electric engine is installed on the engine body's base. The hydraulic electric engine connects with the power head through the power head. The drill pipe's clamp apparatus connects with the power's removable clamp apparatus. The transfer piping connects with the inner drill pipe. The automation equipment separately connects with the hydraulic electric engine and the oil cylinder. This invention has the following advantages: the power output saves electricity and time, it enlarges the equipment's application range and the construction speed excels other similar inventions evidently; the equipment adopts the extensible drill pipe, the drill's drilling depth largely improves; the three independent drill heads' structure has the unique ability of thrice enlarging aperture; it realizes the revolution and the raising to keep synchronous and non- synchronous; it adopts low gravity center pile frame, the equipment's weight is reduced evidently, the safety improves; it realizes the stake's stirring and evidently improves the stake's uniformity
Description
Technical field
The present invention relates to a kind of pile-forming equipment and two kinds of one-tenth pile work methods.
Background technology
Patent of invention ZL03128265.2 semi-screw pile and become pile work method and the job practices of a ZL9996119602.5 castinplace pile, the piling method of these two kinds of inventions all relate to screw thread equipment and CN200310117711.9 semi-screw pile and processing method and the device that screw thread equipment, CN1417420.A that the construction machinery of now having succeeded in developing: ZL03272306.7 has thread pilot have the drilling lead synchronous tracking robot control system(RCS).Wherein semi-screw pile academicly abbreviates the screw rod stake as.
The equipment of developing according to above worker's method, method, processing method is in the key technology that solves the screw thread/screw that forms stake or pore-forming requires, and its technical characterictic is the technology that adopts the elongated single drilling rod rotation of one or more motor-driven on the overhead unit head and promote synchronous pore-forming, pile up and down.More than the equipment that relates to of the pore-forming piling method of several equipment similar substantially: unit head drives single elongated borer drill rod disposal pore-forming pile, is to rely on the huge moment of torsion of power and axial compression and design equivalent diameter drill bit to realize.Pore-forming piling method/worker's method of above equipment has following drawback: 1. this common technology only, the under equal conditions torque of required compact making hole and axial compression, generally long often required torsion of spiral equipment soil basketing method pore-forming pile and more than two times of axial compression.This point is confirmed in the engineering practice.2. above equipment in engineering practice regular appearance because soil bearing capacity when big, equipment self-weight seem not enough or pressure not enough, soil to the counter-force of drilling tool greater than rig pressure, cause drilling rod original place rotation " skidding " phenomenon to occur, in case skid, drill bit original place rotation, screw thread mistakes of pausing do not reach the fundamental technics requirement of undisturbed soil and an interlock.Although final formed stake has seemed screw thread, and following phenomenon shown in Figure 2 has appearred in actual stake.3. its piling method requires once to form when boring down design stake footpath, also is surprising to the requirement of equipment drilling rod rotary power.Especially in a single day enter better bearing stratum at drilling rod and drill bit, under the effect of torsion, drilling rod can produce and be similar to the self-tapping screw phenomenon, and self tapping is realized by huge torsion.Therefore, the configuration of power is quite big and heavy, and it is also very obvious to consume energy.4. owing to take on the elongated drilling rod top unit head to be set, construction 28m stake is long, and its pile frame makes us forbidding up to more than the 30m.5. the concrete stake of pump pressure formation is stirred, and its concrete homogeneity also is affected, and the stake of present cast-in-place formation does not also solve the way of this type of drawback.Therefore, the equipment of having developed of the same type is basically: heavy, dangerous big, power consumption is high, cost is high, often makes prestige and step back, and the homogeneity of stake is relatively poor.
At present, growth momentum is powerful at home owing to non-uniform pile, press for a kind of saving of labor on the market, economize can, the construction that realizes the abnormity stake of light, compliance is strong, cost is moderate novel mechanical and method.
At present, domestic with ordinary concrete and a kind of resemblance that becomes pile work method to realize the stake of Japanese high strength pre-threaded, raise by Wu Min and Li Bo and to be published in Wuhan University's journal, 2002.10, " the full screw pouring piles-helical burr ram vertical bearing capacity pre-test " and 2004.8 of the 5th phase, the building structure magazine of the 8th phase " a kind of novel full screw pouring piles-helical burr ram " has proposed under equal conditions to propose high 1-5 viewpoint doubly than linear pattern pile capacity, produces certain influence in academia.Detect facts have proved of " the classical engineering screw thread of Hainan sunlight, the report of screw pile static loading test " that academy and the first investment trade and investment promotion 2003.8.22 of limited company of Hainan Province finish through Hainan Province's construction project, the cast-in-place full thread pile capacity of ordinary concrete is under equal conditions compared with the linear pattern stake, does not almost have advantage to say.How utilizing screw thread to improve the stress of stake, thereby reach the purpose that improves bearing capacity, also is the thing of engineering circle common concern.In fact, the not high basic reason of cast-in-place full thread pile capacity is the restriction that is subjected to the strength of materials own, cause the also not obviously performance of Stress Transfer effect of the screw thread of stake, the be subjected to force phenomenon of pile crown often occurred, cause the bearing capacity of stake to fall flat prior to soil body destruction.
Summary of the invention
The present invention is in order to overcome the above-mentioned problems in the prior art and defective, a kind of pile-forming equipment to be provided.This equipment has many-sided advantage and function, can not pollute surrounding enviroment.And cost is relatively reasonable, and work efficiency is high.The more important thing is and adopt the formed all kinds stake of this equipment can both satisfy the design bearing capacity requirement.
In addition, cast-in-place full thread stake can improve this idea of bearing capacity, needs to change thinking and realizes.Such as semi-screw pile is exactly to adopt at main stress bar district change screw thread to be the way that straight line has strengthened dowel section area, to have realized improving the purpose of bearing capacity.Certainly also can adopt high strength concrete, but owing to be subjected to the cost restriction, inadvisable substantially.So, should free oneself of the mistaken ideas to cast-in-place type helical burr ram, take to add the way of large diameter, such as: the helical burr ram of 400mm, document surface internal diameter is: 230mm.If change into: internal diameter is 400mm, and thread is disregarded.The sectional area of stake strengthens, and Strength of Common has satisfied the requirement of bearing capacity intensity, and the full thread pile capacity improves greatly.Therefore, the application of the cast-in-place full thread stake of ordinary concrete at first should be made suitable restriction, definition clear-cut: a kind of is the cast-in-place helical burr ram of intended diameter with the interior diameter.
Its bearing capacity formula can finally be as the criterion with static load test with reference to " screw rod stake new technology and the application thereof " in 2005.12, the 4 phases " ground processing ".
Although bigger slightly than ordinary straight line style stake concrete amount, its bearing capacity is higher than the stake of plain edition concrete far away.
Pile-forming equipment of the present invention is mainly by forming with lower member: body, oil cylinder, motor, automatic control equipment, conveyance conduit are formed, body mainly comprises body base, unit head and drilling rod, it is characterized in that: unit head is installed in the stand of body base, motor is installed on the body base, motor links to each other with unit head by telescopic oil cylinder, jig on the drilling rod links to each other with the movable fixture of unit head, concrete conveyance conduit and interior drilling rod link, and automatic control equipment is linked to be an individual system with unit head, drilling tool respectively.
Described telescopic oil cylinder lower end is provided with the feeding rate sensor.Described unit head drives inside and outside drilling rod by motor by synchronous turn-sensitive device and gearbox.
Described drilling rod is the coaxial double-deck inside and outside telescopic type drilling rod of two covers, is driven respectively by motor.
The drilling rod lower end is provided with little drill bit, Open valve in described, and interior drilling rod lower end is fixed with the opening and closing device, and Open valve is used for concrete output, and its little drill bit has the function of stirring concrete, and the drill bit of interior drilling rod is fixed in interior drilling rod lower end, and diameter is 70% of design stake footpath.
Described outer drilling rod lower end is provided with two drill bits: the opening and closing drill bit of fixed size drill bit and reducing, fixed drill bit and the coaxial setting up and down of opening and closing drill bit, be fixed in outer drilling rod lower end, the fixed drill bit external diameter is 90% of design stake footpath, opening and closing drill bit expansible closure, its diameter is about 0.9～1.1 times variation in design stake footpath.
Drilling rod lower end in the drill bit of drilling rod is fixed in described, diameter is 70% of design stake footpath.
Described fixed drill bit becomes the zigzag shape continuous distributed with the thread of opening and closing drill bit.
Described opening and closing drill bit adopts two blocks of above materials to form the cylindrical body helix-type bit, and the upper end employing activity strand of its drill bit and drilling rod link, and the lower end can suitably be opened behind spreading, and the scope of opening is subjected to the restriction of stop.
The opening and closing device of drilling rod lower end is the half cone shape in described being fixed on, and taper surface is face with opening and closing drill bit inner conical face and contacts, and fixedly connected with interior drilling rod.When carrying in the interior drilling rod reverse rotation, outer drilling rod is static relatively, but opening and closing device spreading opening and closing drill bit 4, otherwise, can closed drill bit.
It is to rely on unit head to be connected in single-stage in the stand or multi-stage oil cylinder to stretch and realize that described unit head moves up and down; In particular cases can adopt wire rope 12 to retrain the drilling rod back and forth movement up and down.The suitable for reading of the inside and outside telescopic type drilling rod of two covers respectively has jig and unit head movable fixture to link, and motor transmits rotation stress by unit head to drilling rod.
Described drilling rod rotation is to control according to industrial automation control system with synchronous conversion and the control with asynchronous action of upper and lower lifting.
Described simultaneous techniques is meant: outer drill bit revolves goes around, on the drilling rod or following pitch of corresponding displacement, and formed hole or stake are arachnoid, and the soil body between the thread must not be disturbed.
Described asynchronous technology is meant: drilling tool relative to go up or under move a pitch, outer drill bit several times speed is in drilling rod.The thickness that utilizes thread is extrusion soil for several times repeatedly, and formed hole or stake are linear pattern.
Walking or crawler type structure, supported at three point formula or independent support formula structure are all adopted in the essential structure of described equipment external form.
Described semi-screw pile becomes pile work method, carry out according to the following steps: the first step: adopt pile-forming equipment of the present invention, the align piles position, vertically related unit head of oil cylinder and drilling rod sink, drilling tool bores down simultaneously, in designing pile length straightway scope, adopt asynchronous technology: the related bradawl head of the interior drilling rod of telescopic drill rod adopts the rotary drilling of forward high speed, speed is about 40 rev/mins, be squeezed into 70% hole, the outer outer drill bit running speed basic controlling of rod coupling bolt of boring is about 4-18 rev/min, and until the straightway designing requirement degree of depth, whole process is squeezed into diameter and is 90% hole, design stake footpath; Second step: drilling tool enters the screw segment structure degree of depth, interior drilling rod speed is still to creep at a high speed, be squeezed into the hole in design stake footpath 70%, the drill bit (4,5) of the outer drilling rod of one cover of telescopic drill rod is taked simultaneous techniques with lowering means: outer drilling rod rotates a circle, advance a spiral shell square under the drilling rod, promptly stop to bore until projected depth, promptly form the screw-type hole of diameter for design stake footpath 90%; The 3rd step: flexible outer drilling rod is motionless, drilling rod in the unit head reverse rotation, make opening and closing device rotation rising spreading opening and closing drill bit, make drill bit be expanded to design stake 1.0-1.1 directly doubly, rig promotes drill bit simultaneously, and adopt the outer drilling rod of simultaneous techniques reverse rotation, and rise along established screw track, be squeezed into designing requirement diameter hole body and type shape.Limit pumping concrete is opened valve, and little drill bit oppositely rotates 10 rev/mins at a slow speed simultaneously, and concrete is stirred, and the concrete of pumping fills up the formed space of drill bit rapidly, realizes the threaded section of concrete stake; The 4th step: outer drilling rod rises to a straightway scope, and outer drilling rod change speed adopts asynchronous technology or directly promotes, and little bit speed is constant, builds formation linear pattern pile body up to finishing concrete, makes semi-screw pile.Can after the concrete moulding, place reinforcing cage before the initial set according to designing requirement.
Full thread stake piling method, carry out according to the following steps: the first step: adopt pile-forming equipment of the present invention, the align piles position, adopt simultaneous techniques, starting unit head is rotated in the forward outer drilling rod, vertically stretch unit head under the oil cylinder, cause outer drilling rod to sink the rotary drilling of the related small-bore drill bit forward high speed of interior drilling rod, about 40 rev/mins of speed, form the hole in design stake footpath 70%, two coaxial drill bits (4 of an outer drilling rod of cover of telescopic drill rod, 5) with down bore synchronously, drilling rod rotates a circle, and creeps into a pitch, promptly stop to bore until projected depth, be squeezed into the screwed hole of diameter for design stake footpath 90%; Second step: drilling rod in the unit head rotation, flexible outer drilling rod is motionless, spreading opening and closing drill bit makes drill bit be expanded to design stake 1.0-1.1 directly doubly, and rig adopts the flexible outer drilling rod reverse rotation of simultaneous techniques simultaneously, rise along established screw track, limit pumping concrete is opened interior pipe bit valve, and little drill bit oppositely rotates 10 rev/mins at a slow speed simultaneously, and concrete is stirred, the concrete of pumping fills up the formed space of drill bit rapidly, realizes the threaded section of concrete stake; Make the full thread stake.Can after the concrete moulding, place reinforcing cage before the initial set.
Equipment of the present invention and worker's method advantage are as follows: 1. power output power saving saves time, and not only enlarged the range of application of equipment, and speed of application obviously is better than similar inventions; 2. because equipment has adopted telescopic drill rod, the rig drilling depth improves greatly; 3. three independent drill bit structures have the unique function of three reamings; 4. realized rotation and promoted synchronously and asynchronous function; 5. adopt the centre of gravity pile frame, weight of equipment obviously reduces, and its security performance improves greatly; 6. realized the stirring of concrete, the homogeneity of stake obviously improves.
Description of drawings
Fig. 1 is correct soil stake combining form figure.
Fig. 2 is wrong soil stake combining form figure.
Fig. 3 is a structural representation of the present invention.
Fig. 4 opening and closing drill bit opens schematic diagram.
Fig. 5 power head structure schematic diagram.
Fig. 6 is automatic control system figure of the present invention.
The specific embodiment
The invention will be further described for the structure accompanying drawing.
As Fig. 3, shown in Figure 4, screw rod stake of the present invention, the helical burr ram pile-forming equipment, mainly by forming: body with lower member, oil cylinder, motor, automatic control equipment, conveyance conduit is formed, body mainly comprises frame 1, unit head 7 and drilling rod 6, unit head 7 is installed in the stand of frame 1, motor 16 is installed on the body base 1, motor 16 links to each other with unit head 7 by telescopic oil cylinder 10, jig on the drilling rod 6 links to each other with the movable fixture 8 of unit head 7, unit head has reciprocating spiral ply-yarn drill mouth 14 with interior drilling rod 6-1 employing and is connected, concrete conveyance conduit 9 links with interior drilling rod 6-1, telescopic oil cylinder 10 lower ends are provided with feeding rate sensing 11, the sliding up and down of flexible propulsion power head up and down of oil cylinder, automatic control equipment links to each other with oil cylinder with motor respectively.
This equipment adopts centre of gravity pile frame 1; The coaxial unit head 7 of consubstantiality double speed; Coaxial stretching structure drilling rod 6; Three independent drill bit structures (3,4,5); Multi-stage oil cylinder 10; Rotation is carried out by automatic control with asynchronous synchronously with lifting; Automatically control torsion, speed, lifting.Make this equipment have efficient, energy-conservation, do not fetch earth, muting characteristics.Its environment-friendly type novel device and matching method can be finished multiple stake pore-forming pile.
Coaxial telescopic drill rod 6 is made up of double-deck interior drilling rod 6-2 of a telescopic cover and the double-deck outer drilling rod 6-1 of a telescopic cover, wherein: 1. drilling rod 6-2 one overlaps in the telescopic double-layer, subsidiary bradawl head 3 of drilling pipe end opening and concrete outlet valve 2, be used for boring down and break ground into aperture and form pumping concrete passage, and bradawl head stirring concrete is used during the rising drilling rod.The bradawl head adopts the high-speed forward drilling technology to push downwards and forms design stake 70% left and right sides aperture directly, and the reverse low speed rotation of drill bit when carrying on the drilling rod is used for stirring concrete and spreading opening and closing drill bit 4; 2. the double-deck flexible outer drilling rod 6-1 end opening of a cover is established respectively one on fixed drill bit 5, opening and closing drill bit 4, under when boring up and down drill bit with the footpath, adopt middling speed or low speed to creep into downwards when boring, its drill bit 4,5 is further reaming or become the thread shape hole body or the shape hole body that is in line on the basis of small bore, and its bore dia is about 90% of design stake footpath.Carry the reverse rotation spreading on the drilling rod and start opening and closing drill bit 4, low speed reaming once more finally reaches the requirement in design stake type, stake footpath to 1.0-1.1 times of the design aperture.
Coaxial appearance was the drill bit (4,5) of continuous rotation wire about flexible outer drilling rod 6-1 lower end was established two, and a fixed drill bit 5 is last, and opening and closing drill bit 4 is descending the expansible reducing in opening and closing drill bit 4 bottoms.Its size of bore of institute's form satisfies a design 1.0-1.1 that the footpath requires doubly.Last drill bit 5 and opening and closing drill bit 4 coaxial layouts up and down, relatively independent.
Coaxial double power head 7 drives telescopic drill rod 6: interior drilling rod 6-2 high-speed forward rotation is bored down, speed is about 40 rev/mins, outer drilling rod 6-1 requires to adopt speed change or constant speed to be rotated in the forward according to the pore-forming pile simultaneously, speed is about 4-18 rev/min, and it becomes forming pile adjustment by the automatic control system adjustment: its rotation, speed lifting are in synchronously and asynchronous regime.
Unit head 7 drives inside and outside drilling rod by motor by synchronous turn-sensitive device 13 and gearbox 15, and (6-1,6-2), because required drive obviously reduces, its unit head 7 and motor 16 volumes should corresponding dwindling.
Opening and closing drill bit 4 reducing principles: opening and closing drill bit 4 by three can form columned and have the continuous thread appearance, independent metal casting part formed, not during opening and closing, its diameter and last bit diameter consistent size.Employing activity strand in its drill bit upper end is fixedlyed connected with drilling rod, and the lower end can free opening and closing outside the axle center under 18 effects of opening and closing device, restrict but the amount of extending out is subjected to stop 17.A cylindric fuse opening and closing device 18 that is similar to expansion bolt is arranged in the opening and closing drill bit, its fuse and interior pipe link, the opening and closing drill bit is face with center and contacts, when interior drilling rod 6-2 in the reverse rotation amount that rises, its drill bit opens a certain amount of: adopt male and fomale(M﹠F) helix face contact between telescopic drill rod 6 and the unit head, in making drilling rod 6-2 have shuttle about the relative displacement function.Utilize this function, can open and close drill bit 4, as shown in Figure 4.Two cover drilling rod rotary speeies of pile-forming equipment are different, promote up and down, all adopt industrial control technology to control the synchronous and asynchronous of described drilling rod motion.
The equipment external form still adopts three fulcrum types or arm-type pile frame structure, crawler type or stride walking manner.
The power of two friction speeds of unit head 7 coaxial outputs, the outer drilling rod 6-1 of power drive one cover telescopic type, drilling rod 6-2 in a power drive one cover telescopic type.Unit head and drilling rod 6 adopts and has reciprocating spiral ply-yarn drill mouth and connect, and when just changeing, drilling rod 6 can move down one section fixed range, reverse rotation can on move one section fixed range.Utilize this function, can realize the switching function of opening and closing drill bit.
The synchronous real-time monitoring with asynchronous technology and pore-forming pile of equipment is to realize according to ripe industry automatic control technology, as shown in Figure 6.
Inside and outside coaxial telescopic drill rod all adopts the hollow drill steel.Link with concrete carrier pipe 9 on the interior drilling rod, form the pumping concrete pipe.In pipe and outer outer tube layer be the coaxial double-layer steel pipe, the transmission of revolving force between drilling rod and the drilling rod is to rely on the drilling rod inner arm to combine realization with convex surface between the drilling rod outer arm.
For realize power 7 drive inside and outside drilling rod (6-1,6-2), the adjusting range of power rotation is big, precision big, moment moment of torsion big, rotation speed change is big, and permanent moment of torsion needs synchronously, it drives power is hydraulic motor 16.
The unit head center is a through hole, and has detachable up and down two jigs 8, tighten respectively two the cover coaxial inside and outside drilling rod (6-1,6-2).
Described semi-screw pile is made up of two part pile bodies up and down, top is linear structure, the bottom is a screw-type, its textural association should satisfy the requirement of subsidiary stress change curve: promptly the main stress bar district is long 1/3 scope of stake, its scope requires big to the cross section of stake, this section adopts linear structure, and its underpart is mainly used in the control sedimentation and improves bearing capacity, and its section is the screw-type structure.
Equipment adopts unit head 7 a Driven by Coaxial reductors output double speed, and one bores two counter-boring techniques, abbreviates " reaming type "forming column continuously " as.The so-called one two expansion technology of boring are meant: small-bore drill bit 3 is rotated in the forward and creeps into moulding earlier, hole for design stake footpath about 70%, simultaneously two outer drill bits (4,5) make a trip expand into the design stake directly the hole, 90% left and right sides of hole dimension to projected depth, opening and closing device reverse rotation in adopting at last on the drilling rod, strut opening and closing drill bit 4,1.0-1.1 scope to design stake footpath, two drill bits promote from original curved-line thread path reverse rotation, the simultaneous pumping concrete is by interior pipe, and open valve 2, the pumping concrete is full of the drill bit leaving space immediately, and bradawl head 3 reverse stirring concretes form the concrete stake.
The piling method of semi-screw pile carries out according to the following steps: the first step: adopt multifunction pile-formation equipment of the present invention, the align piles position, vertically oil cylinder 10 related unit heads 7 and drilling rod 6 sink, drilling tool bores down simultaneously, in designing pile length straightway scope, adopt asynchronous technology: the related bradawl head 3 of the interior drilling rod 6-2 of telescopic drill rod 6 adopts the rotary drilling of forward high speed, speed is about 40 rev/mins, be squeezed into the hole about 70%, the outer drill bit 4 of outer drilling rod 6-1 connection band, 5 running speed basic controlling are about 4-18 rev/min, until the straightway designing requirement degree of depth, utilize the thickness of drill bit thread, whole process is squeezed into diameter and is hole, 90% left and right sides, design stake footpath; Second step: drilling tool enters the screw segment structure degree of depth, and interior drilling rod 6-2 speed is squeezed into the hole in design stake footpath about 70% still to creep at a high speed.The one outer drilling rod 6-1 drill bit of cover (4,5) of telescopic drill rod 6 is taked simultaneous techniques with lowering means: outer drilling rod 6-1 rotates a circle, and advances a spiral shell square under the drilling rod, promptly stops to bore until projected depth, promptly forms the screw-type hole of diameter for design stake footpath about 90%; The 3rd step: drilling rod 6-2 in unit head 7 reverse rotations, flexible outer drilling rod 6-1 is motionless, make opening and closing device rotation rising spreading opening and closing drill bit 4, make drill bit be expanded to design stake 1.0-1.1 directly doubly, rig promotes drill bit 5 simultaneously, and adopts drilling rod 6-1 outside the simultaneous techniques reverse rotation, rise along established screw track, limit pumping concrete is opened valve 2, and bradawl head 3 oppositely rotates at a slow speed about 10 rev/mins simultaneously, and concrete is stirred.The concrete of pumping fills up the formed space of drill bit rapidly, realizes the threaded section of concrete stake, and wherein, telescopic drill rod 6 and telescopic oil cylinder 10 and steel wire fly 12 are adjusted according to the progress of interior drilling rod 6-1, outer drilling rod 6-2; The 4th step: outer drilling rod 6-1 rises to a straightway scope, and outer drilling rod change speed adopts asynchronous technology, perhaps directly promotes, and bradawl head 3 speed are constant, builds formation linear pattern pile body up to finishing concrete; Make semi-screw pile, also can after the concrete moulding, place reinforcing cage before the initial set.
The 6th step: cleaning drill bit (3,4,5), flexible interior drilling rod 6-2 is rotated in the forward closed opening and closing drill bit 4.
Described cast-in-place full thread stake is meant the helical burr ram of the interior diameter of stake as intended diameter, and screw thread of the present invention is meant that the pile body screw thread is the continuity screw thread, and it is the screw pile of intended diameter that this method is forbidden to be used for the thread external diameter.
Described full thread stake piling method, carry out according to the following steps:
The first step: adopt multifunctional equipment of the present invention, the align piles position, adopt simultaneous techniques, starting unit head 7 is rotated in the forward outer drilling rod 6-1, vertically oil cylinder is stretched unit head 7 10 times, drilling rod 6-1 sinks outside making, the related small-bore drill bit 3 forward high speed rotary drillings of interior pipe, about 40 rev/mins of speed, form the hole in design stake footpath about 70%, one of telescopic drill rod overlaps two coaxial drill bits 4,5 of outer drilling rod and bores down synchronously, drilling rod rotates a circle, creep into a pitch, promptly stop to bore, be squeezed into the screwed hole of diameter for design stake footpath 90% until projected depth; Second step: flexible outer drilling rod 6-1 is motionless, drilling rod 6-2 in unit head 7 reverse rotations, opening and closing device reverse rotation effect of increasing in utilizing on the drilling rod, strut opening and closing drill bit 4,, and adopt the flexible outer drilling rod 6-1 of simultaneous techniques reverse rotation to the 1.0-1.1 scope in design stake footpath, rise along established screw track, limit pumping concrete is opened interior pipe bit valve 2, and bradawl head 2 oppositely rotates at a slow speed about 10 rev/mins simultaneously, and concrete is stirred.The concrete of pumping fills up the formed space of drill bit rapidly, realizes the threaded section of concrete stake, is made into the full thread stake.Wherein, telescopic drill rod 6 and telescopic oil cylinder 10 and steel wire fly 12 are adjusted synchronously according to the progress of outer drilling rod 6-1, interior drilling rod 6-2.Also can put reinforcing cage behind the Cast-in-place concrete according to designing requirement.Cleaning drill bit (3,4,5) is rotated in the forward flexible interior drilling rod 6-2, closed opening and closing drill bit.
Claims (10)
1, screw rod stake, helical burr ram pile-forming equipment, mainly by forming with lower member: body, oil cylinder, motor, automatic control equipment, conveyance conduit are formed, body mainly comprises body base, unit head and drilling rod, it is characterized in that: unit head is installed in the stand of body base, motor is installed on the body base, motor links to each other with unit head by telescopic oil cylinder, jig on the drilling rod links to each other with the movable fixture of unit head, concrete conveyance conduit and interior drilling rod link, and automatic control equipment links to each other with oil cylinder with motor respectively.
2, equipment according to claim 1 is characterized in that: described telescopic oil cylinder lower end is provided with the feeding rate sensor, and described drilling rod is the coaxial double-deck inside and outside telescopic type drilling rod of two covers, is driven respectively by motor.
3, equipment according to claim 2 is characterized in that: the drilling rod lower end is provided with little drill bit, Open valve in described, and interior drilling rod lower end is fixed with the opening and closing device.
4, equipment according to claim 2, it is characterized in that: described outer drilling rod lower end is provided with two drill bits: the opening and closing drill bit of fixed size drill bit and reducing, fixed drill bit and the coaxial setting up and down of opening and closing drill bit, be fixed in outer drilling rod lower end, the fixed drill bit external diameter is 90% of design stake footpath, before and after the opening and closing drill bit opened, its diameter was 0.9～1.1 times of design stake footpath.
5, equipment according to claim 2 is characterized in that: drilling rod lower end in the drill bit of drilling rod is fixed in described, diameter is about 70% of design stake footpath.
6, equipment according to claim 4, it is characterized in that: described opening and closing drill bit adopts two blocks of above materials to form the cylindrical body helix-type bit, the upper end employing activity strand of its drill bit and drilling rod link, and the lower end can suitably be opened behind spreading, and the scope of opening is subjected to the restriction of stop.
7, equipment according to claim 4 is characterized in that: the opening and closing device of drilling rod lower end is the half cone shape in described being fixed on, and taper surface is face with opening and closing drill bit inner conical face and contacts.
8, semi-screw pile becomes pile work method, carry out according to the following steps: the first step: adopt pile-forming equipment of the present invention, the align piles position, vertically related unit head of oil cylinder and drill rod boring tool bore down, in designing pile length straightway scope, adopt asynchronous technology, the related bradawl head of the interior drilling rod of telescopic drill rod adopts the rotary drilling of forward high speed, speed is 20-40 rev/min, be squeezed into 70% hole, the outer outer drill bit running speed basic controlling of rod coupling bolt of boring is at 4-18 rev/min, and until the straightway designing requirement degree of depth, whole process is squeezed into diameter and is 90% hole, design stake footpath; Second step: drilling tool enters the screw segment structure degree of depth, interior drilling rod speed is still to creep at a high speed, be squeezed into the hole in design stake footpath 70%, the drill bit (4,5) of the outer drilling rod of one cover of telescopic drill rod is taked simultaneous techniques with lowering means, outer drilling rod rotates a circle, advance a spiral shell square under the drilling rod, promptly stop to bore, promptly form the screw-type hole of diameter for design stake footpath 90% until projected depth; The 3rd step: drilling rod in the unit head reverse rotation, flexible outer drilling rod is motionless, make opening and closing device rotation rising spreading opening and closing drill bit, make drill bit be expanded to 1.0-1.1 times of design stake footpath, and adopt the outer drilling rod of simultaneous techniques reverse rotation, drill bit is risen along established screw track, limit pumping concrete is opened valve, and little drill bit oppositely rotates 8-20 rev/min at a slow speed simultaneously, and concrete is stirred, the concrete of pumping fills up the formed space of drill bit rapidly, realizes the threaded section of concrete stake; The 4th step: outer drilling rod rises to a straightway scope, and outer rod bit change speed adopts asynchronous technology or directly promotes, and little bit speed is constant, builds formation linear pattern pile body up to finishing concrete, makes the half-thread stake and has another name called the screw rod stake; Described simultaneous techniques is meant: outer drill bit revolves goes around, on the drilling rod or following pitch of corresponding displacement, and formed hole or stake are arachnoid, and the soil body between the thread must not be disturbed; Described asynchronous technology is meant: drilling tool is relative to going up or move a pitch down, and outer drill bit several times speed is in drilling rod, and the thickness that utilizes thread is the several extrusion soil repeatedly, formed hole or be linear pattern.
9, the full thread stake becomes pile work method, carry out according to the following steps: the first step: adopt pile-forming equipment of the present invention, the align piles position, adopt simultaneous techniques, starting unit head is rotated in the forward outer drilling rod, vertically the related unit head of oil cylinder makes drilling rod be rotated in the forward down brill, the rotary drilling of the related small-bore drill bit forward high speed of interior drilling rod, forms directly 70% hole of design stake by speed 20-40 rev/min, two coaxial drill bits (4 of an outer drilling rod of cover of telescopic drill rod, 5) with down bore synchronously, the outer outer drill bit running speed basic controlling of rod coupling bolt of boring is at 4-18 rev/min, and drilling rod rotates a circle, and creeps into a pitch, promptly stop to bore until projected depth, be squeezed into the screwed hole of diameter for design stake footpath 90%; Second step: drilling rod in the unit head reverse rotation, flexible outer drilling rod is motionless, utilizes the rising of opening and closing device, spreading opening and closing drill bit, make drill bit be expanded to design stake 1.0-1.1 directly doubly, rig adopts the flexible outer drilling rod of simultaneous techniques reverse rotation simultaneously, and drill bit is risen along established screw track, and limit pumping concrete is opened interior pipe bit valve, little drill bit oppositely rotates 8-20 rev/min at a slow speed simultaneously, concrete is stirred, and the concrete of pumping fills up the formed space of drill bit rapidly, realizes the threaded section of concrete stake; Make the full thread stake.
10, according to Claim 8 or 9 described methods, it is characterized in that: after the concrete moulding, place reinforcing cage before the initial set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100197566A CN100549306C (en) | 2006-07-31 | 2006-07-31 | Screw rod stake, helical burr ram pile-forming equipment and one-tenth pile work method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100197566A CN100549306C (en) | 2006-07-31 | 2006-07-31 | Screw rod stake, helical burr ram pile-forming equipment and one-tenth pile work method |
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| Publication Number | Publication Date |
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| CN1904225A true CN1904225A (en) | 2007-01-31 |
| CN100549306C CN100549306C (en) | 2009-10-14 |
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| CNB2006100197566A Expired - Fee Related CN100549306C (en) | 2006-07-31 | 2006-07-31 | Screw rod stake, helical burr ram pile-forming equipment and one-tenth pile work method |
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