CN117248828B - Foundation pile drilling equipment for building foundation construction - Google Patents
Foundation pile drilling equipment for building foundation construction Download PDFInfo
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- CN117248828B CN117248828B CN202311522788.8A CN202311522788A CN117248828B CN 117248828 B CN117248828 B CN 117248828B CN 202311522788 A CN202311522788 A CN 202311522788A CN 117248828 B CN117248828 B CN 117248828B
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- 238000005553 drilling Methods 0.000 title claims abstract description 110
- 238000010276 construction Methods 0.000 title claims abstract description 32
- 239000002689 soil Substances 0.000 claims description 123
- 230000005540 biological transmission Effects 0.000 claims description 50
- 238000005056 compaction Methods 0.000 claims description 15
- 230000008093 supporting effect Effects 0.000 claims description 11
- 238000004873 anchoring Methods 0.000 claims description 3
- 230000003028 elevating effect Effects 0.000 claims description 3
- 230000005484 gravity Effects 0.000 abstract description 7
- 238000009435 building construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 14
- 230000033001 locomotion Effects 0.000 description 10
- 238000009825 accumulation Methods 0.000 description 9
- 230000001360 synchronised effect Effects 0.000 description 4
- 238000006243 chemical reaction Methods 0.000 description 3
- 230000002301 combined effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005299 abrasion Methods 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/046—Improving by compacting by tamping or vibrating, e.g. with auxiliary watering of the soil
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B28/00—Vibration generating arrangements for boreholes or wells, e.g. for stimulating production
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/003—Drilling with mechanical conveying means
- E21B7/005—Drilling with mechanical conveying means with helical conveying means
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Soil Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The invention discloses foundation pile drilling equipment for building foundation construction, which belongs to the technical field of building construction and comprises a lifting table, wherein the top of the lifting table is connected with a vertical combined assembly, the lifting table is connected with a pile driver body through the vertical combined assembly, and the lifting table swings and straightens in a spherical collar through a spherical shaft of the vertical combined assembly; the lifting sliding seat is arranged in the lifting table, and the foundation pile drilling assembly is arranged in the lifting sliding seat. According to the invention, the first hydraulic cylinder is controlled to pull the locking piece to move in the direction away from the spherical shaft, the lifting platform drives the spherical shaft to rotate in the spherical sleeve through the swinging shaft under the action of gravity until the lifting platform is in a vertical state, the verticality of the foundation pile drilling hole relative to the construction ground of a building is controlled by quickly adjusting the verticality of the lifting platform, the frequency of secondary drilling is reduced to a higher degree, and the verticality of the foundation pile drilling hole drilled after adjustment is high, so that the stability of the foundation pile of the building is ensured.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to foundation pile drilling equipment for building foundation construction.
Background
The foundation of the building is particularly important, and is directly related to whether the building is safe or not, and when the foundation is constructed, the treated foundation is required to be marked in advance, then drilling construction is carried out on each marked point for pouring concrete foundation piles, and the hole depth is selected according to soil layer geology.
The invention patent of the technical field of part of building construction is disclosed in the prior art, wherein the invention patent with the application number of CN202210183262.0 discloses a geological investigation drilling device for building design, which comprises a drilling assembly and a lifting assembly, wherein the drilling assembly comprises a drill rod and a second motor which is in driving connection with the drill rod, the lifting assembly comprises a mounting plate and a lifting mechanism which drives the mounting plate to move in the vertical direction, and the second motor is fixedly arranged on the mounting plate; drilling equipment still includes the barrel and locates the stable subassembly on the barrel, stable subassembly links with the mounting panel of lifting unit or the shell of the second motor of drilling subassembly, and stable subassembly includes arc elastic plate, first connecting rod and dowel, through setting up barrel, drilling subassembly, lifting unit and stable subassembly, drives drilling subassembly downstream through lifting unit, passes the opening, drills, simultaneously, stable subassembly and ground connection support for drilling subassembly steady work, avoid vibrations to make drilling subassembly warp or damage, improved work efficiency when having protected drilling subassembly.
The foundation pile drilling equipment for building foundation construction in the prior art still has some defects in the process of application, and usually only parameters such as foundation pile drilling efficiency, foundation pile drilling ruler diameter and the like are considered, when drilling work is carried out, large vibration or shaking easily occurs, and then surrounding soil is loosened, when a helical blade withdraws from a drilling hole, loose soil easily falls into the drilling hole, so that the actual depth and the predicted depth of the drilling hole have larger errors, and the stability of the building foundation is affected.
Based on the above, the present invention has devised a foundation pile drilling apparatus for building foundation construction to solve the above-mentioned problems.
Disclosure of Invention
The invention aims at: in order to solve the problems that the foundation pile drilling equipment for building foundation construction in the prior art still has some defects in the process of application, only parameters such as foundation pile drilling efficiency, foundation pile drilling ruler diameter and the like are generally considered, when drilling work is carried out, large vibration or shaking easily occurs, surrounding soil is loosened, when a helical blade withdraws from a drill hole, loose soil easily falls into the drill hole, the actual depth and the predicted depth of the drill hole have larger errors, and the stability of the building foundation is influenced, the foundation pile drilling equipment for building foundation construction is provided.
In order to achieve the above purpose, the present invention adopts the following technical scheme:
the foundation pile drilling equipment for building foundation construction comprises a lifting table, wherein the top of the lifting table is connected with a vertical combined assembly, the lifting table is connected with a pile driver body through the vertical combined assembly, and the lifting table swings and straightens in a spherical collar through a spherical shaft of the vertical combined assembly;
the inside of the lifting platform is provided with a lifting sliding seat, a foundation pile drilling assembly is arranged in the lifting sliding seat, a hard soil layer crushing groove is formed in the bottom of a foundation pile drilling rod of the foundation pile drilling assembly, and a hard soil layer crushing assembly for crushing a hard soil layer is arranged in the hard soil layer crushing groove, so that a spiral blade wound on the foundation pile drilling rod breaks through the hard soil layer;
the foundation pile drill rod is sleeved with a soil compacting component, and vibration on the foundation pile drill rod enters a soil layer through a soil compacting vibrator of the soil compacting component so as to improve stability of a soil structure around foundation pile drilling.
As a further description of the above technical solution:
the spherical sleeve is connected in the spherical sleeve in a sleeved mode, a swinging opening is formed in the bottom of the spherical sleeve, a swinging shaft is connected in the swinging opening in an embedded mode, one end of the swinging shaft is connected to the bottom of the spherical shaft, and the other end of the swinging shaft is connected to the top of the lifting table.
As a further description of the above technical solution:
the outer sphere of spherical collar has the joint backseat, set up the locking mouth on the joint backseat and run through to spherical collar inside, sliding connection has the locking piece in the locking mouth, the locking piece is attached on the sphere of spherical axle, the another side of locking piece is connected with first pneumatic cylinder, first pneumatic cylinder fuselage is connected with back supporting seat, back supporting seat joint is in another port of locking mouth.
As a further description of the above technical solution:
the locking piece is connected with a plurality of locking teeth, and the spherical surface of the spherical shaft is provided with locking grooves at positions corresponding to the plurality of locking teeth.
As a further description of the above technical solution:
the foundation pile drill rod is rotatably connected to the lifting sliding seat, one end of the foundation pile drill rod is provided with an industrial motor, and the industrial motor body is arranged on the lifting sliding seat through a frame;
the helical blade is welded on the foundation pile drill pipe.
As a further description of the above technical solution:
the foundation pile drill rod is provided with a transmission port, the hard soil layer crushing assembly comprises a transmission seat, the transmission seat is slidably connected in the transmission port, the top of the transmission seat is provided with a second hydraulic cylinder, and the body of the second hydraulic cylinder is arranged at the bottom of the hard soil layer crushing groove;
the bottom of drive seat is connected with broken drilling rod, the buffer tank has been seted up to the other end of broken drilling rod, broken drilling rod has been cup jointed in the buffer tank, the top of broken drilling rod is connected with buffer spring, broken drilling rod passes through buffer spring and buffer tank bottom elastic support connection.
As a further description of the above technical solution:
the soil compacting assembly comprises a transmission sleeve, the transmission sleeve is rotationally connected to the transmission seat, and the circumferential surface of the transmission sleeve is connected with a plurality of soil compacting vibrators;
the periphery of the helical blade is sleeved with a directional sleeve, the directional sleeve is connected to the bottom of the lifting platform, serial holes are formed in positions, corresponding to the soil compacting vibrators, of the directional sleeve, and the soil compacting vibrators are respectively connected into the serial holes.
As a further description of the above technical solution:
the soil compacting vibrator is provided with a plurality of folding ports, auxiliary vibrators are connected in the folding ports in an embedded mode, the end parts of the auxiliary vibrators are provided with transfer ports, transfer sleeves are clamped in the ports of the transfer ports, transfer shafts are connected in the transfer sleeves in a rotating mode, and the end parts of the transfer shafts are connected to the inner walls of the folding ports;
the switching shaft is sleeved with a switching spring, the end part of the switching spring is connected to the switching shaft, and the switching shaft is elastically switched with the switching sleeve through the switching spring.
As a further description of the above technical solution:
the bottom of elevating platform is connected with the chassis, the bottom of chassis is connected with a plurality of anchor teeth.
As a further description of the above technical solution:
the soil compacting vibrator is sleeved with a folding sleeve, and the bottom of the folding sleeve is connected to the top of the directional sleeve;
the plurality of directional sleeves are connected with the same ramming block in series, the top of the ramming block is connected with an accumulation spring, and the ramming block is connected with the directional sleeve through the accumulation spring in an elastic supporting mode.
In summary, due to the adoption of the technical scheme, the beneficial effects of the invention are as follows:
1. according to the invention, the first hydraulic cylinder is controlled to pull the locking piece to move in the direction away from the spherical shaft, the lifting platform drives the spherical shaft to rotate in the spherical sleeve through the swinging shaft under the action of gravity until the lifting platform is in a vertical state, the verticality of the foundation pile drilling hole relative to the construction ground of a building is controlled by quickly adjusting the verticality of the lifting platform, the frequency of secondary drilling is reduced to a higher degree, and the verticality of the foundation pile drilling hole drilled after adjustment is high, so that the stability of the foundation pile of the building is ensured.
2. According to the invention, the transmission seat drives the crushing drill rod to synchronously move in the hard soil layer crushing groove, when the crushing drill rod drives the hard soil layer crushing drill bit to quickly strike the foundation pile drilling hole bottom, impact damage is caused to the foundation pile drilling hole bottom, the hard soil layer crushing drill bit is mutually matched with the rotating helical blade, and the crushing effect of the hard soil layer crushing drill bit on the hard soil layer and the discharge effect of the helical blade on soil are utilized, so that on one hand, the abrasion of the hard soil layer on the helical blade can be reduced, and on the other hand, the soil generated by drilling can be quickly discharged, and the resistance of soil extrusion on the hard soil crushing drill bit can be avoided.
3. According to the invention, the soil compaction vibrators vibrate in the soil, so that the compactness of the soil can be improved, when the phenomenon of hollowing occurs in the soil, the resistance acting on the auxiliary vibrators is reduced, the transfer spring starts to elastically reset, in the process, the transfer spring drives the transfer shaft to rotate in the transfer sleeve, the auxiliary vibrators gradually extend out of the folding openings and gradually enter the soil layer, the auxiliary vibrators extending out of the folding openings can expand the action range of the soil compaction vibrators, and therefore the stability of the soil layer around the foundation pile drilling hole is further ensured, and the phenomenon that part of loose soil falls into the foundation pile drilling hole after the spiral blades are taken out is effectively avoided, so that secondary cleaning is avoided manually.
4. According to the invention, the supporting effect of the third hydraulic cylinder on the tamping block is rapidly removed, and the tamping block is strongly impacted on the directional sleeve under the combined effect of the self gravity and the resilience force generated when the pressure accumulation spring recovers deformation, so that the soil around the foundation pile drilling hole can be tamped, and the stability of the soil layer around the foundation pile drilling hole is further improved.
Drawings
Fig. 1 is a schematic structural diagram of a foundation pile drilling device for building foundation construction;
fig. 2 is a schematic structural view of a foundation pile drilling device for constructing a building foundation according to another view angle;
FIG. 3 is a schematic view showing a construction of a foundation pile drilling apparatus for constructing a foundation of a building according to the present invention;
fig. 4 is a schematic structural view of the foundation pile drilling device for constructing a foundation of a building according to the present invention with a foundation pile drilling component separated from a hard soil layer breaking component;
fig. 5 is a schematic diagram of a split structure of a hard soil layer breaking assembly in a foundation pile drilling device for building foundation construction according to another view angle;
fig. 6 is a schematic structural view of a vertical joint assembly in a foundation pile drilling device for building foundation construction according to the present invention;
fig. 7 is a schematic structural view of a soil compacting component in a foundation pile drilling device for building foundation construction according to the present invention;
fig. 8 is an enlarged schematic view of the foundation pile drilling apparatus for constructing a building foundation according to the present invention at a position a in fig. 7.
Legend description:
1. a lifting table; 2. a vertical joint assembly; 201. a swing shaft; 202. a spherical shaft; 203. a spherical collar; 204. a locking port; 205. a joint backseat; 206. a locking piece; 207. a first hydraulic cylinder; 3. lifting the sliding seat; 4. a foundation pile drilling assembly; 401. an industrial motor; 402. a foundation pile drill rod; 403. a helical blade; 5. a transmission port; 6. a hard soil layer breaking assembly; 601. a transmission seat; 602. a hard soil layer breaking drill bit; 603. a second hydraulic cylinder; 604. crushing a drill rod; 605. a buffer spring; 7. a soil compacting assembly; 701. soil compacting vibrators; 702. a folding opening; 703. a secondary vibrator; 704. an adapter sleeve; 705. a transfer shaft; 706. a transfer spring; 707. a transmission sleeve; 8. a chassis; 9. anchoring teeth; 10. folding the sleeve; 11. tamping the blocks; 12. a pressure accumulating spring; 13. and (5) an orientation sleeve.
Description of the embodiments
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring to fig. 1-8, the present invention provides a technical solution: the foundation pile drilling equipment for building foundation construction comprises a lifting table 1, wherein the top of the lifting table 1 is connected with a vertical combined assembly 2, the lifting table 1 is connected with a pile driver body through the vertical combined assembly 2, and the lifting table 1 swings and straightens in a spherical collar 203 through a spherical shaft 202 of the vertical combined assembly 2;
the inside of the lifting platform 1 is provided with a lifting sliding seat 3, a foundation pile drilling assembly 4 is arranged in the lifting sliding seat 3, a hard soil layer crushing groove is formed in the bottom of a foundation pile drilling rod 402 of the foundation pile drilling assembly 4, and a hard soil layer crushing assembly 6 for crushing a hard soil layer is arranged in the hard soil layer crushing groove, so that a spiral blade 403 wound on the foundation pile drilling rod 402 breaks through the hard soil layer;
the foundation pile drill rod 402 is sleeved with the soil compacting assembly 7, and vibration on the foundation pile drill rod 402 enters a soil layer through the soil compacting vibrator 701 of the soil compacting assembly 7 so as to improve stability of a soil structure around foundation pile drilling.
Specifically, the spherical shaft 202 is sleeved in the spherical collar 203, a swinging opening is formed in the bottom of the spherical collar 203, a swinging shaft 201 is connected in the swinging opening in an embedded mode, one end of the swinging shaft 201 is connected to the bottom of the spherical shaft 202, the other end of the swinging shaft 201 is connected to the top of the lifting table 1, a joint rear seat 205 is welded on the outer spherical surface of the spherical collar 203, a locking opening 204 is formed in the joint rear seat 205 and penetrates into the spherical collar 203, a locking piece 206 is connected in a sliding mode in the locking opening 204, the locking piece 206 is attached to the spherical surface of the spherical shaft 202, the other surface of the locking piece 206 is connected with a first hydraulic cylinder 207, a rear supporting seat is connected to the body of the first hydraulic cylinder 207, the rear supporting seat is clamped in the other end opening of the locking opening 204, a plurality of locking teeth are connected to the locking piece 206, locking grooves are formed in positions corresponding to the locking teeth on the spherical surface of the spherical shaft 202, a foundation pile 402 is rotatably connected to the lifting sliding seat 3, an industrial motor 401 is mounted at one end of the foundation pile 402, and the industrial motor 401 is mounted on the lifting sliding seat 3 through the frame;
the helical blades 403 are welded to the foundation pile drill pipe 402.
The implementation mode specifically comprises the following steps: after the pile driver body moves to a building foundation construction site, the first hydraulic cylinder 207 is controlled to pull the locking piece 206 to move in a direction away from the spherical shaft 202, under the action of gravity, the lifting platform 1 drives the spherical shaft 202 to rotate in the spherical collar 203 through the swinging shaft 201 until the lifting platform 1 is in a vertical state, then the first hydraulic cylinder 207 is controlled to push the locking piece 206 to move in the direction of the spherical shaft 202 until the locking piece 206 is tightly attached to the spherical surface of the spherical shaft 202, and under the cooperation of the locking teeth and the locking grooves, the stability of the spherical shaft 202 and the spherical collar 203 in the state can be further improved.
Specifically, the foundation pile drill rod 402 is provided with a transmission port 5, the hard soil layer crushing assembly 6 comprises a transmission seat 601, the transmission seat 601 is slidably connected in the transmission port 5, the top of the transmission seat 601 is provided with a second hydraulic cylinder 603, and the body of the second hydraulic cylinder 603 is arranged at the bottom of the hard soil layer crushing groove;
the bottom of drive seat 601 is connected with broken drilling rod 604, the buffer tank has been seted up to broken drilling rod 604's the other end, broken drilling rod 604 has been cup jointed in the buffer tank, broken drilling rod 604's top is connected with buffer spring 605, broken drilling rod 604 passes through buffer spring 605 and buffer tank bottom elastic support connection.
The implementation mode specifically comprises the following steps: the second hydraulic cylinder 603 is controlled to operate, the second hydraulic cylinder 603 drives the transmission seat 601 to do reciprocating lifting motion in the transmission port 5, the transmission seat 601 drives the crushing drill rod 604 to do synchronous motion in the hard soil layer crushing groove, and impact damage can be caused to the foundation pile drilling hole bottom when the crushing drill rod 604 drives the hard soil layer crushing drill bit 602 to quickly strike the foundation pile drilling hole bottom.
Specifically, the soil compacting assembly 7 includes a transmission sleeve 707, the transmission sleeve 707 is rotatably connected to the transmission seat 601, and a plurality of soil compacting vibrators 701 are connected to a circumferential surface of the transmission sleeve 707;
the periphery of the spiral blade 403 is sleeved with a directional sleeve 13, the directional sleeve 13 is connected to the bottom of the lifting platform 1, serial holes are formed in positions, corresponding to the plurality of soil compaction vibrators 701, of the directional sleeve 13, the plurality of soil compaction vibrators 701 are respectively connected into the serial holes, a plurality of folding ports 702 are formed in the soil compaction vibrators 701, auxiliary vibrators 703 are connected in the folding ports 702 in an embedded mode, a conversion port is formed in the end portion of each auxiliary vibrator 703, an adapter sleeve 704 is clamped in a port of each conversion port, an adapter shaft 705 is connected in a rotary mode, and the end portion of each adapter shaft 705 is connected to the inner wall of each folding port 702;
the transfer shaft 705 is sleeved with a transfer spring 706, the end part of the transfer spring 706 is connected to the transfer shaft 705, and the transfer shaft 705 is elastically transferred to the transfer sleeve 704 through the transfer spring 706.
The implementation mode specifically comprises the following steps: in the process that the transmission seat 601 performs reciprocating lifting motion in the transmission port 5, the transmission seat 601 also drives the transmission sleeve 707 to perform synchronous motion, the transmission sleeve 707 simultaneously drives the plurality of soil compaction vibrators 701 to enter soil around the impact drilling hole, vibration generated by operation of the foundation pile drill rod 402 is respectively transmitted to the plurality of soil compaction vibrators 701 through the transmission sleeve 707, the plurality of soil compaction vibrators 701 vibrate in the soil, the compactness of the soil can be improved, when the empty drum phenomenon occurs in the soil, the transfer spring 706 starts to perform elastic reset motion due to the fact that the resistance acting on the sub vibrator 703 is reduced, in the process, the transfer spring 706 drives the transfer shaft 705 to rotate in the transfer sleeve 704, the sub vibrator 703 gradually protrudes out of the folding port 702 and gradually enters the soil layer, and the sub vibrator 703 protruding out of the folding port 702 can expand the action range of the soil compaction vibrators 701.
Specifically, the bottom of elevating platform 1 is connected with chassis 8, and the bottom of chassis 8 is connected with a plurality of anchor teeth 9.
The implementation mode specifically comprises the following steps: the anchoring teeth 9 are provided for basic stability of the lifting platform 1 when it is dropped onto the ground.
Specifically, the soil compacting vibrator 701 is sleeved with a folding sleeve 10, and the bottom of the folding sleeve 10 is connected to the top of the directional sleeve 13;
the plurality of directional sleeves 13 are connected with the same ramming block 11 in series, the top of the ramming block 11 is connected with a pressure accumulating spring 12, and the ramming block 11 is elastically supported and connected with the directional sleeves 13 through the pressure accumulating spring 12.
The implementation mode specifically comprises the following steps: in the process of foundation pile drilling construction operation, the third hydraulic cylinder installed on the directional sleeve 13 is required to push the tamping block 11 to lift upwards, the tamping block 11 presses the pressure accumulation spring 12 in the process of lifting upwards and enables the pressure accumulation spring 12 to elastically deform, then the supporting effect of the third hydraulic cylinder on the tamping block 11 is quickly removed, and the tamping block 11 is strongly impacted on the directional sleeve 13 under the combined effect of self gravity and the reactive force generated when the pressure accumulation spring 12 recovers deformation.
Working principle, when in use:
after the pile driver body moves to a building foundation construction site, the first hydraulic cylinder 207 is controlled to pull the locking piece 206 to move in a direction away from the spherical shaft 202, under the action of gravity, the lifting platform 1 drives the spherical shaft 202 to rotate in the spherical collar 203 through the swinging shaft 201 until the lifting platform 1 is in a vertical state, then the first hydraulic cylinder 207 is controlled to push the locking piece 206 to move in the direction of the spherical shaft 202 until the locking piece 206 is tightly attached to the spherical surface of the spherical shaft 202, under the cooperation of the locking teeth and the locking grooves, the stability of the spherical shaft 202 and the spherical collar 203 in the state can be further improved, the verticality of a foundation pile drilling hole relative to the building construction ground can be controlled by quickly adjusting the verticality of the lifting platform 1, the frequency of secondary drilling is reduced to a higher degree, and the stability of the foundation pile drilling hole drilled after adjustment is high, so that the stability of the building foundation pile is guaranteed;
the industrial motor 401 is controlled to operate, the industrial motor 401 drives the foundation pile drill rod 402 to rapidly operate in the working process, the foundation pile drill rod 402 drives the spiral blade 403 to drill holes on a building construction site, in the process, the hydraulic equipment is controlled to enable the lifting sliding seat 3 to slide on the lifting table 1, the lifting table 1 drives the foundation pile drilling assembly 4 to drill downwards until foundation pile drilling operation is completed, the spiral blade 403 also needs to control a second hydraulic cylinder 603 to operate in the downward drilling process, the second hydraulic cylinder 603 drives the transmission seat 601 to do reciprocating lifting motion in the transmission port 5, the transmission seat 601 drives the crushing drill rod 604 to do synchronous motion in the hard soil layer crushing groove, the crushing drill rod 604 drives the hard soil layer crushing drill bit 602 to rapidly impact the foundation pile drilling hole bottom, the hard soil layer crushing drill bit 602 is matched with the rotating spiral blade 403, on one hand, the abrasion of the hard soil layer on the spiral blade 403 can be reduced, on the other hand, the hard soil crushing drill bit can be prevented from being rapidly extruded by the fact that the hard soil is rapidly drilled;
when the hard soil layer breaking drill bit 602 breaks a hard soil layer, if the hard soil layer breaking drill bit 602 receives larger resistance and reaction force, the hard soil layer breaking drill bit 602 retracts into the buffer groove and extrudes the buffer spring 605 to elastically deform, so that a certain buffer protection effect can be achieved on the hard soil layer breaking drill bit 602;
in the process that the transmission seat 601 performs reciprocating lifting movement in the transmission port 5, the transmission seat 601 also drives the transmission sleeve 707 to perform synchronous movement, the transmission sleeve 707 simultaneously drives the plurality of soil compaction vibrators 701 to enter soil around the impact drilling hole, vibration generated by operation of the foundation pile drill rod 402 is respectively transmitted to the plurality of soil compaction vibrators 701 through the transmission sleeve 707, the plurality of soil compaction vibrators 701 vibrate in the soil, the compactness of the soil can be improved, when the empty drum phenomenon occurs in the soil, the transfer spring 706 starts to perform elastic reset movement due to the fact that the resistance acting on the auxiliary vibrators 703 is reduced, in the process, the transfer spring 706 drives the transfer shaft 705 to rotate in the transfer sleeve 704, the auxiliary vibrators 703 gradually stretch out of the folding port 702 and gradually enter the soil layer, the auxiliary vibrators 703 stretching out of the folding port 702 can expand the action range of the soil compaction vibrators 701, and therefore the stability of the soil layer around the foundation pile drilling hole is further ensured, the fact that part of loose soil falls into the foundation pile after the spiral blades 403 are effectively prevented from being taken out, and secondary cleaning is avoided;
in the process of foundation pile drilling construction operation, the third hydraulic cylinder installed on the directional sleeve 13 is required to push the tamping block 11 to lift upwards, the tamping block 11 extrudes the pressure accumulation spring 12 in the process of lifting upwards and enables the pressure accumulation spring 12 to elastically deform, then the supporting effect of the third hydraulic cylinder on the tamping block 11 is quickly removed, the tamping block 11 is strongly impacted on the directional sleeve 13 under the combined effect of self gravity and the reactive force generated when the pressure accumulation spring 12 recovers deformation, and therefore the soil around the foundation pile drilling can be tamped, and the stability of the soil layer around the foundation pile drilling is further improved.
The present invention is not limited to the above-mentioned embodiments, and any person skilled in the art, based on the technical solution of the present invention and the inventive concept thereof, can be replaced or changed within the scope of the present invention.
Claims (10)
1. The foundation pile drilling equipment for building foundation construction comprises a lifting table (1), and is characterized in that the top of the lifting table (1) is connected with a vertical combined assembly (2), the lifting table (1) is connected with a pile driver body through the vertical combined assembly (2), and the lifting table (1) swings and straightens in a spherical collar (203) through a spherical shaft (202) of the vertical combined assembly (2);
the inside of the lifting platform (1) is provided with a lifting sliding seat (3), a foundation pile drilling assembly (4) is arranged in the lifting sliding seat (3), a hard soil layer crushing groove is formed in the bottom of a foundation pile drilling rod (402) of the foundation pile drilling assembly (4), and a hard soil layer crushing assembly (6) used for crushing a hard soil layer is arranged in the hard soil layer crushing groove, so that a spiral blade (403) wound on the foundation pile drilling rod (402) breaks through the hard soil layer;
the foundation pile drilling rod (402) is sleeved with a soil compacting component (7), and vibration on the foundation pile drilling rod (402) enters a soil layer through a soil compacting vibrator (701) of the soil compacting component (7) so as to improve stability of a soil structure around foundation pile drilling holes.
2. The foundation pile drilling equipment for building foundation construction according to claim 1, wherein the spherical shaft (202) is sleeved in the spherical collar (203), a swinging opening is formed in the bottom of the spherical collar (203), a swinging shaft (201) is connected in the swinging opening in an embedded mode, one end of the swinging shaft (201) is connected to the bottom of the spherical shaft (202), and the other end of the swinging shaft (201) is connected to the top of the lifting platform (1).
3. The foundation pile drilling equipment for building foundation construction according to claim 2, wherein a joint rear seat (205) is welded on the outer spherical surface of the spherical collar (203), a locking port (204) is formed in the joint rear seat (205) and penetrates into the spherical collar (203), a locking piece (206) is connected in a sliding manner in the locking port (204), the locking piece (206) is attached to the spherical surface of the spherical shaft (202), a first hydraulic cylinder (207) is connected to the other surface of the locking piece (206), a rear supporting seat is connected to the body of the first hydraulic cylinder (207), and the rear supporting seat is clamped in the other port of the locking port (204).
4. A foundation pile drilling apparatus for building foundation construction according to claim 3, wherein the locking piece (206) is connected with a plurality of locking teeth, and the spherical surface of the spherical shaft (202) is provided with locking grooves corresponding to the positions of the plurality of locking teeth.
5. A foundation pile drilling device for building foundation construction according to claim 1, characterized in that the foundation pile drill rod (402) is rotatably connected to the lifting sliding seat (3), one end of the foundation pile drill rod (402) is provided with an industrial motor (401), and the body of the industrial motor (401) is arranged on the lifting sliding seat (3) through a frame;
the helical blades (403) are welded to the foundation pile drill pipe (402).
6. The foundation pile drilling equipment for building foundation construction according to claim 1, wherein a transmission port (5) is formed in the foundation pile drill rod (402), the hard soil layer crushing assembly (6) comprises a transmission seat (601), the transmission seat (601) is slidably connected in the transmission port (5), a second hydraulic cylinder (603) is mounted at the top of the transmission seat (601), and a machine body of the second hydraulic cylinder (603) is mounted at the bottom of a hard soil layer crushing groove;
the bottom of transmission seat (601) is connected with broken drilling rod (604), the buffer tank has been seted up to the other end of broken drilling rod (604), rigid soil layer broken drill bit (602) have been cup jointed in the buffer tank, the top of rigid soil layer broken drill bit (602) is connected with buffer spring (605), broken drilling rod (604) are connected with buffer tank bottom elastic support through buffer spring (605).
7. The foundation pile drilling equipment for building foundation construction according to claim 1, wherein the soil compacting assembly (7) comprises a transmission sleeve (707), the transmission sleeve (707) is rotatably connected to a transmission seat (601), and a plurality of soil compacting vibrators (701) are connected to the circumferential surface of the transmission sleeve (707);
the periphery cover of helical blade (403) is equipped with directional cover (13), the bottom at elevating platform (1) is connected to directional cover (13), the cluster hole has all been seted up to the position that corresponds a plurality of soil compaction vibrators (701) on directional cover (13), and a plurality of soil compaction vibrators (701) are connected respectively in a plurality of cluster holes.
8. The foundation pile drilling equipment for building foundation construction according to claim 1, wherein a plurality of folding ports (702) are formed in the soil compacting vibrator (701), auxiliary vibrators (703) are connected in an embedded mode in the folding ports (702), a rotary interface is formed in the end portions of the auxiliary vibrators (703), a rotary sleeve (704) is clamped in the ports of the rotary interface, a rotary shaft (705) is connected in the rotary sleeve (704) in a rotary mode, and the end portions of the rotary shaft (705) are connected to the inner walls of the folding ports (702);
the adapter sleeve is characterized in that an adapter spring (706) is sleeved on the adapter shaft (705), the end part of the adapter spring (706) is connected to the adapter shaft (705), and the adapter shaft (705) is elastically connected with the adapter sleeve (704) through the adapter spring (706).
9. Foundation pile drilling equipment for building foundation construction according to claim 1, characterized in that the bottom of the lifting table (1) is connected with a chassis (8), and the bottom of the chassis (8) is connected with a plurality of anchoring teeth (9).
10. Foundation pile drilling equipment for building foundation construction according to claim 1, characterized in that the soil compacting vibrator (701) is sleeved with a folding sleeve (10), the bottom of the folding sleeve (10) is connected to the top of the directional sleeve (13);
the multiple directional sleeves (13) are connected with the same ramming block (11) in series, the top of the ramming block (11) is connected with a pressure accumulating spring (12), and the ramming block (11) is connected with the directional sleeve (13) through the pressure accumulating spring (12) in an elastic supporting mode.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202311522788.8A CN117248828B (en) | 2023-11-15 | 2023-11-15 | Foundation pile drilling equipment for building foundation construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311522788.8A CN117248828B (en) | 2023-11-15 | 2023-11-15 | Foundation pile drilling equipment for building foundation construction |
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| CN117248828A CN117248828A (en) | 2023-12-19 |
| CN117248828B true CN117248828B (en) | 2024-02-20 |
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Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2205521A1 (en) * | 1971-05-04 | 1972-11-16 | Gardner-Denver Co., Quincy, 111. (V.StA.) | Alignment control for the feed carriage of rock drilling machines |
| GB2000333A (en) * | 1977-06-21 | 1979-01-04 | Atlas Copco Ab | Directional valve means for positioning machine units |
| DE3809626A1 (en) * | 1987-05-19 | 1988-12-08 | Delmag Maschinenfabrik | Mobile drilling rig |
| DE3913313A1 (en) * | 1989-04-19 | 1990-10-25 | Weiss Karl Hoch Tief | Vertical column attached to hydraulic excavator - adjustable mounting for hydraulic vibration rammer and drilling machine and immediate change-over between the two |
| RU2015014C1 (en) * | 1991-03-11 | 1994-06-30 | Анатолий Антонович Коноплев | Unit for disintegrating clay |
| EP0745528A2 (en) * | 1995-06-01 | 1996-12-04 | Klaus Obermann GmbH | Universal construction apparatus |
| US5868211A (en) * | 1997-05-14 | 1999-02-09 | Bohn; Timothy James | Ball and socket mounted hydraulic posthole digger and method for using the same |
| RU148341U1 (en) * | 2014-06-20 | 2014-12-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования Московский автомобильно-дорожный государственный технический университет (МАДИ) | AVTOGREYDER |
| KR20150145209A (en) * | 2014-06-18 | 2015-12-29 | 인석신 | Vibration hammer of a boring machine and boring method using the same |
| KR101723512B1 (en) * | 2016-10-05 | 2017-04-05 | (유)나라기초건설 | Pile construction apparatus for drilling and piling |
| KR101801474B1 (en) * | 2016-07-08 | 2017-11-28 | 대모 엔지니어링 주식회사 | Device for construction work, attachment for construction work and construction equipment having the same |
| CN107806325A (en) * | 2017-09-26 | 2018-03-16 | 冷伟 | Rotary digging equipment for building |
| CN209163725U (en) * | 2018-11-30 | 2019-07-26 | 德州广博土石方工程有限公司 | A kind of shaped pile pile-forming equipment |
| KR20190101519A (en) * | 2018-02-22 | 2019-09-02 | 대모 엔지니어링 주식회사 | Auger screw, auger drive, drilling machine and drilling method using thereof |
| CN110644922A (en) * | 2019-10-09 | 2020-01-03 | 驻马店市华中公路设计有限公司 | Quick drilling and piling equipment for protection construction of expansive soil road section |
| CN111927312A (en) * | 2020-06-24 | 2020-11-13 | 四川东成建设有限公司 | Long auger drilling machine for premixed flow-state solidified soil-pulp composite pile and construction method thereof |
| KR102215187B1 (en) * | 2020-06-26 | 2021-02-15 | 박인수 | File construction apparatus capable of simultaneous achievement of hole-boring and vibrating |
| KR102329569B1 (en) * | 2021-03-19 | 2021-11-22 | 박현민 | Apparatus for drilling ground |
| CN114033308A (en) * | 2021-11-26 | 2022-02-11 | 邢雅森 | A location drilling equipment for civil engineering pile foundation |
| CN115387328A (en) * | 2022-07-26 | 2022-11-25 | 河南黄河河务局工程建设中心 | Construction method of beach area cast-in-place pile based on overlong spiral drilling machine |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9016402B2 (en) * | 2011-09-08 | 2015-04-28 | Garry Thorne | Geological drill |
-
2023
- 2023-11-15 CN CN202311522788.8A patent/CN117248828B/en active Active
Patent Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2205521A1 (en) * | 1971-05-04 | 1972-11-16 | Gardner-Denver Co., Quincy, 111. (V.StA.) | Alignment control for the feed carriage of rock drilling machines |
| GB2000333A (en) * | 1977-06-21 | 1979-01-04 | Atlas Copco Ab | Directional valve means for positioning machine units |
| DE3809626A1 (en) * | 1987-05-19 | 1988-12-08 | Delmag Maschinenfabrik | Mobile drilling rig |
| DE3913313A1 (en) * | 1989-04-19 | 1990-10-25 | Weiss Karl Hoch Tief | Vertical column attached to hydraulic excavator - adjustable mounting for hydraulic vibration rammer and drilling machine and immediate change-over between the two |
| RU2015014C1 (en) * | 1991-03-11 | 1994-06-30 | Анатолий Антонович Коноплев | Unit for disintegrating clay |
| EP0745528A2 (en) * | 1995-06-01 | 1996-12-04 | Klaus Obermann GmbH | Universal construction apparatus |
| US5868211A (en) * | 1997-05-14 | 1999-02-09 | Bohn; Timothy James | Ball and socket mounted hydraulic posthole digger and method for using the same |
| KR20150145209A (en) * | 2014-06-18 | 2015-12-29 | 인석신 | Vibration hammer of a boring machine and boring method using the same |
| RU148341U1 (en) * | 2014-06-20 | 2014-12-10 | Федеральное государственное бюджетное образовательное учреждение высшего профессионального образования Московский автомобильно-дорожный государственный технический университет (МАДИ) | AVTOGREYDER |
| KR101801474B1 (en) * | 2016-07-08 | 2017-11-28 | 대모 엔지니어링 주식회사 | Device for construction work, attachment for construction work and construction equipment having the same |
| KR101723512B1 (en) * | 2016-10-05 | 2017-04-05 | (유)나라기초건설 | Pile construction apparatus for drilling and piling |
| CN107806325A (en) * | 2017-09-26 | 2018-03-16 | 冷伟 | Rotary digging equipment for building |
| KR20190101519A (en) * | 2018-02-22 | 2019-09-02 | 대모 엔지니어링 주식회사 | Auger screw, auger drive, drilling machine and drilling method using thereof |
| CN209163725U (en) * | 2018-11-30 | 2019-07-26 | 德州广博土石方工程有限公司 | A kind of shaped pile pile-forming equipment |
| CN110644922A (en) * | 2019-10-09 | 2020-01-03 | 驻马店市华中公路设计有限公司 | Quick drilling and piling equipment for protection construction of expansive soil road section |
| CN111927312A (en) * | 2020-06-24 | 2020-11-13 | 四川东成建设有限公司 | Long auger drilling machine for premixed flow-state solidified soil-pulp composite pile and construction method thereof |
| KR102215187B1 (en) * | 2020-06-26 | 2021-02-15 | 박인수 | File construction apparatus capable of simultaneous achievement of hole-boring and vibrating |
| KR102329569B1 (en) * | 2021-03-19 | 2021-11-22 | 박현민 | Apparatus for drilling ground |
| CN114033308A (en) * | 2021-11-26 | 2022-02-11 | 邢雅森 | A location drilling equipment for civil engineering pile foundation |
| CN115387328A (en) * | 2022-07-26 | 2022-11-25 | 河南黄河河务局工程建设中心 | Construction method of beach area cast-in-place pile based on overlong spiral drilling machine |
Non-Patent Citations (4)
| Title |
|---|
| 浅谈大吨位钢球铰转体工艺在跨线桥上的运用;秦凯;陈君明;;交通科技(第05期);全文 * |
| 跨沪宁高速公路大吨位钢球铰转体施工工艺;蒋红卫;郑晨;;世界桥梁(第05期);全文 * |
| 跨越既有铁路大跨连续梁桥转体施工控制设计;巩立青;;山西建筑;20200429(第09期);全文 * |
| 高铁桥跨繁忙干线铁路平转施工关键技术;于进华;;铁道建筑技术(第04期);全文 * |
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