CN105586875A - V-shaped insertion-buckling equipment for L piles and rectangular piles - Google Patents

V-shaped insertion-buckling equipment for L piles and rectangular piles Download PDF

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Publication number
CN105586875A
CN105586875A CN201511012354.9A CN201511012354A CN105586875A CN 105586875 A CN105586875 A CN 105586875A CN 201511012354 A CN201511012354 A CN 201511012354A CN 105586875 A CN105586875 A CN 105586875A
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China
Prior art keywords
transmission case
fixed
pile
driver
torsion shaft
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Withdrawn
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CN201511012354.9A
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Chinese (zh)
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宋姝娴
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Individual
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Priority to CN201511012354.9A priority Critical patent/CN105586875A/en
Publication of CN105586875A publication Critical patent/CN105586875A/en
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18—Bulkheads or similar walls made solely of concrete in situ
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00—Drives for drilling, used in the borehole
    • E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH DRILLING; MINING
    • E21B—EARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00—Special methods or apparatus for drilling
    • E21B7/001—Drilling a non circular hole
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/1628—Shapes rectangular
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00—Geometrical or physical properties
    • E02D2200/16—Shapes
    • E02D2200/165—Shapes polygonal
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/002—Concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0004—Synthetics
    • E02D2300/0018—Cement used as binder
    • E02D2300/0023—Slurry

Abstract

The invention provides V-shaped insertion-buckling equipment for L piles and rectangular piles. The multiple L-shaped cement soil insertion-bucking piles are manufactured and arranged at the interval of one rectangular insertion-buckling pile. When cement soil of the L-shaped insertion-buckling piles on the two sides reaches certain strength, one rectangular hole is formed in the space between every two L-shaped insertion-buckling piles through a rectangular pile forming machine which works in the same manner mentioned above, concrete is poured into the rectangular holes, and rectangular concrete insertion-buckling piles are formed; and between every two L-shaped cement soil insertion-buckling piles, the concave V-shaped end at the left end of the rectangular concrete insertion-buckling pile is matched with the convex V-shaped end at the right end of the L-shaped cement soil insertion-buckling pile at the left side, and the concave V-shaped end at the right end of the rectangular concrete insertion-buckling pile is matched with the convex V-shaped end at the left end of the L-shaped insertion-buckling pile at the right side. In this way, a pile wall is formed by inserting and buckling multiple L-shaped cement soil insertion-buckling piles and the rectangular concrete insertion-buckling pile between every two L-shaped cement soil insertion-buckling piles in a V-shaped manner and is used for soil blocking and leakage prevention of building foundations.

Description

L stake and rectangular pile V-arrangement eye-splice equipment
Technical field
The present invention relates to the L stake and the rectangular pile V-arrangement eye-splice equipment that in a kind of V-arrangement eye-splice equipment, particularly a kind of building foundation engineering, use.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, the pile body that the Soil-cement rig of other pattern becomes is all the assembly of multiple soil cement cylinders, is not the mutual eye-splice piling wall of L shaped cement earth pile and rectangular concrete pile.
Summary of the invention
The present invention has made up above shortcoming, provides a kind of and can manufacture L stake and the rectangular pile V-arrangement eye-splice equipment of L shaped cement soil pile and the mutual V-arrangement eye-splice of Rectangular Concrete pile body.
The present invention is achieved through the following technical solutions:
A kind of L stake and rectangular pile V-arrangement eye-splice equipment, comprise L stake pile-formation machine and rectangular pile pile-formation machine.
L stake pile-formation machine comprises following structure: the front end of crossbeam two is fixed on the left end rear portion of crossbeam one, form thus a L-type member, the center of gravity position of L-type member is fixed in the lower end of support bar one, the left end bottom of crossbeam one is fixed with vertical rod one, the lower end of vertical rod one is fixed with motor one, the lower end of motor one is fixed with transmission case one, the middle lower portion of crossbeam one is fixed with vertical rod two, the lower end of vertical rod two is fixed with transmission case two, the right-hand member bottom of crossbeam one is fixed with vertical rod three, the lower end of vertical rod three is fixed with transmission case three, the rear end lower of crossbeam two is fixed with vertical rod four, the lower end of vertical rod four is fixed with transmission case four, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod, a drill bit is fixed respectively in the lower end of each drilling rod, between transmission case one and transmission case two, be provided with a torsion shaft one, between transmission case two and transmission case three, be provided with a torsion shaft one, between transmission case one and transmission case four, be provided with a torsion shaft two, a link arm is fixed respectively on the middle both sides of each torsion shaft one, and the outer end of each link arm is fixed respectively one and stirred arm one, a link arm is fixed respectively on the middle both sides of torsion shaft two, and the outer end of each link arm is fixed respectively one and stirred arm two, a torsion shaft three is exported respectively in the left front of transmission case one and left back, and the left end of each torsion shaft three is fixed respectively a triangular knife one, a torsion shaft four of right-hand member output of transmission case three, and the right-hand member of torsion shaft four is fixed a triangular knife two.
Rectangular pile pile-formation machine comprises following structure: motor two upper ends are fixed in support bar two lower ends, and driver three upper ends are fixed in motor two lower ends; Support bar two bottom left ends are fixed with transverse arm one, the left end bottom of transverse arm one is fixed with column one, and the lower end of column one is fixed with driver one, and support bar two bottom right-hand members are fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with column two, and the lower end of column two is fixed with driver two; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Between driver three and driver one, be respectively equipped with a driving shaft one between driver three and driver two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter is fixed respectively in the outer end of each linking arm; A driving shaft two is exported respectively in the left back of driver one and left front, and the left end of each driving shaft two is fixed respectively a triangular knife one, a driving shaft three of right-hand member output of driver two, and the right-hand member of this driving shaft three is fixed a triangular knife two.
The present invention has following feature:
The present invention can manufacture the piling wall of L shaped cement soil pile and the mutual V-arrangement eye-splice of Rectangular Concrete pile body, for gear soil, the antiseepage of building foundation.
Brief description of the drawings
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of L stake pile-formation machine;
Fig. 2 is that A-A of Fig. 1 is to view;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is that C-C of Fig. 1 is to view;
Fig. 5 is the structural representation of rectangular pile pile-formation machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view of L stake and the eye-splice of rectangular pile V-arrangement.
In figure: 1, support bar one, 2, crossbeam one, 3, vertical rod one, 4, vertical rod two, 5, vertical rod three, 6, motor one, 7, transmission case one, 8, transmission case two, 9, transmission case three, 10, torsion shaft one, 11, stir arm one, 12, drilling rod, 13, drill bit, 14, vertical rod four, 15, crossbeam two, 16, transmission case four, 17, link arm, 18, torsion shaft three, 19, triangular knife one, 20, stir arm two, 21, torsion shaft two, 22, torsion shaft four, 23, triangular knife two; 31, support bar two, 32, motor two, 33, driver three, 34, driver one, 35, driver two, 36, transverse arm one, 37, transverse arm two, 38, driving shaft one, 39, stir cutter, 40, column one, 41, column two, 44, driving shaft two, 45, driving shaft three, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises L stake pile-formation machine and rectangular pile pile-formation machine.
L stake pile-formation machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: the front end of crossbeam 2 15 is fixed on the left end rear portion of crossbeam 1, form thus a L-type member, the center of gravity position of L-type member is fixed in the lower end of support bar 1, the left end bottom of crossbeam one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with motor 1, the lower end of motor one is fixed with transmission case 1, the middle lower portion of crossbeam one is fixed with vertical rod 24, the lower end of vertical rod two is fixed with transmission case 28, the right-hand member bottom of crossbeam one is fixed with vertical rod 35, the lower end of vertical rod three is fixed with transmission case 39, the rear end lower of crossbeam two is fixed with vertical rod 4 14, the lower end of vertical rod four is fixed with transmission case 4 16, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod 12, a drill bit 13 is fixed respectively in the lower end of each drilling rod, between transmission case one and transmission case two, be provided with a torsion shaft 1, between transmission case two and transmission case three, be provided with a torsion shaft one, between transmission case one and transmission case four, be provided with a torsion shaft two, a link arm 17 is fixed respectively on the middle both sides of each torsion shaft one, and the outer end of this each link arm is fixed respectively one and stirred arm 1, a link arm 17 is fixed respectively on the middle both sides of torsion shaft two, and the outer end of this each link arm is fixed respectively one and stirred arm two, a torsion shaft 3 18 is exported respectively in the left front of transmission case one and left back, and the left end of each torsion shaft three is fixed respectively a triangular knife 1, a torsion shaft 4 22 of right-hand member output of transmission case three, and the right-hand member of torsion shaft four is fixed a triangular knife 2 23.
Two in each torsion shaft one are stirred the torsion shaft one that arm one is parallel to respectively its place.
Two in torsion shaft two are stirred the torsion shaft two that arm two is parallel to respectively its place.
In each torsion shaft one two stir distance between arm one and the equal diameters of drill bit.
In torsion shaft two two stir distance between arm two and the equal diameters of drill bit.
The specific works mode of L stake pile-formation machine is as follows: on pile frame, be also provided with and send sizing device, when work, send sizing device to each drill bit grout injection respectively, when work, support bar one applies the downward power of compressing into, motor one drives transmission case one running, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one turns round, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one turns round, the on-stream rotary actuation transmission case three by its torsion shaft one in the right of transmission case two turns round, transmission case one, transmission case two, transmission case three, transmission case four is on-stream drives a bit under it by a drilling rod under it respectively, each torsion shaft one is driven and is stirred arm one rotation by the link arm on it respectively in rotation, torsion shaft two is driven and is stirred arm two rotations by the link arm on it in rotation, transmission case one drives respectively two torsion shaft three rotations of left end in operation process, torsion shaft three drives respectively triangular knife one rotation of torsion shaft three left ends in rotation, transmission case three drives torsion shaft four rotations of right-hand member in operation process, and torsion shaft four drives triangular knife two rotations of torsion shaft four right-hand members in rotation, each drill bit stirs the earth cutting of its underpart in rotation with cement mortar, the arm one that stirs in each torsion shaft one stirs the region cutting that is less than bit diameter between two drill bits on torsion shaft one both sides in rotation with cement mortar, the arm two that stirs in torsion shaft two stirs the region cutting that is less than bit diameter between two drill bits on torsion shaft two both sides in rotation with cement mortar, triangular knife one in two torsion shafts three of left end stirs into recessed V-arrangement termination by the earth cutting of pile body left end in rotation, triangular knife two in the torsion shaft four of right-hand member stirs into protruding V-arrangement termination by the earth cutting of pile body right-hand member in rotation, the protruding V-arrangement termination of the recessed V-arrangement termination of left part and right part matches, support bar one is compressed into process and is formed the L shaped eye-splice stake with protruding V-arrangement termination with recessed V-arrangement termination, right-hand member of a left end downwards.
Rectangular pile pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: motor 2 32 upper ends are fixed in support bar 2 31 lower ends, and driver 3 33 upper ends are fixed in motor two lower ends; Support bar two bottom left ends are fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with column 1, the lower end of column one is fixed with driver 1, support bar two bottom right-hand members are fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with column 2 41, and the lower end of column two is fixed with driver 2 35; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Between driver three and driver one, be respectively equipped with a driving shaft 1 between driver three and driver two, a linking arm 46 is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter 39 is fixed respectively in the outer end of each linking arm; A driving shaft 2 44 is exported respectively in the left back of driver one and left front, the left end of each driving shaft two is fixed respectively a triangular knife 1, a driving shaft 3 45 of right-hand member output of driver two, the right-hand member of this driving shaft three is fixed a triangular knife 2 23.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with high-pressure pump, when work, high-pressure pump injects respectively water under high pressure to each drill bit, motor two drives driver three runnings, driver three rotating drive driver one, driver two by driving shaft one in operation process turns round, driver one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process, and driver two drives driving shaft three rotations of right-hand member in operation process, driver one, driver two, driver three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits stir the soil cutting of its lower end in rotation, two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring cutter around driving shaft one rotation in rotation, stir cutter stirs the part soil cutting that is less than bit diameter between every two drill bits in rotation process, two driving shafts two drive respectively triangular knife one rotation on driving shaft two in rotation, triangular knife one becomes the soil cutting of the termination of left part recessed V-arrangement termination in rotation, driving shaft three drives triangular knife two rotations on driving shaft three in rotation, triangular knife two becomes the soil cutting of the termination of right part protruding V-arrangement termination in rotation, the protruding V-arrangement termination of the recessed V-arrangement termination of left part and right part matches, the soil body of cutting is mixed in mud, and water under high pressure constantly injects, mud constantly flows out from hole, support bar two compress into downwards process form a right-hand member with protruding V-arrangement termination, left end the rectangular opening with recessed V-arrangement termination.
L stake pile-formation machine and rectangular pile pile-formation machine associated working process are as follows: first in the original position that needs pile axis, manufacture a L shaped eye-splice stake of soil cement according to the working method of above-mentioned L stake pile-formation machine with L stake pile-formation machine, manufacture again second L shaped eye-splice stake of soil cement in the distance of the rectangle eye-splice stake in right side, the interval of this L shaped eye-splice stake, so manufacture one, multiple intervals rectangle eye-splice pilespacing from the L shaped eye-splice stake of multiple soil cements, in the time that the soil cement intensity of the L shaped eye-splice stake on both sides reaches some strength, again in the spacing between every two L shaped eye-splice stakes, manufacture a rectangular opening according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this rectangular opening, form concrete rectangular eye-splice stake, make the recessed V-arrangement termination of the concrete rectangular eye-splice stake left end between the L shaped eye-splice stake of every two soil cements be fit to the protruding V-arrangement termination of the L shaped eye-splice stake of left side soil cement right-hand member, the protruding V-arrangement termination of concrete rectangular eye-splice stake right-hand member is fit to the recessed V-arrangement termination of the L shaped eye-splice stake of the right soil cement left end, so form the piling wall of the mutual V-arrangement eye-splice of concrete rectangular eye-splice stake between the L shaped eye-splice stake of multiple soil cements and the L shaped eye-splice stake of every two soil cements, for the gear soil of building foundation, antiseep.

Claims (1)

1. L stake and a rectangular pile V-arrangement eye-splice equipment, comprise L stake pile-formation machine and rectangular pile pile-formation machine;
It is characterized in that: the concrete structure of L stake pile-formation machine comprises: the front end of crossbeam 2 15 is fixed on the left end rear portion of crossbeam 1, form thus a L-type member, the center of gravity position of L-type member is fixed in the lower end of support bar 1, the left end bottom of crossbeam one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with motor 1, the lower end of motor one is fixed with transmission case 1, the middle lower portion of crossbeam one is fixed with vertical rod 24, the lower end of vertical rod two is fixed with transmission case 28, the right-hand member bottom of crossbeam one is fixed with vertical rod 35, the lower end of vertical rod three is fixed with transmission case 39, the rear end lower of crossbeam two is fixed with vertical rod 4 14, the lower end of vertical rod four is fixed with transmission case 4 16, transmission case one, transmission case two, transmission case three, the lower end of transmission case four is respectively equipped with a drilling rod 12, a drill bit 13 is fixed respectively in the lower end of each drilling rod, between transmission case one and transmission case two, be provided with a torsion shaft 1, between transmission case two and transmission case three, be provided with a torsion shaft one, between transmission case one and transmission case four, be provided with a torsion shaft two, a link arm 17 is fixed respectively on the middle both sides of each torsion shaft one, and the outer end of this each link arm is fixed respectively one and stirred arm 1, a link arm 17 is fixed respectively on the middle both sides of torsion shaft two, and the outer end of this each link arm is fixed respectively one and stirred arm two, a torsion shaft 3 18 is exported respectively in the left front of transmission case one and left back, and the left end of each torsion shaft three is fixed respectively a triangular knife 1, a torsion shaft 4 22 of right-hand member output of transmission case three, and the right-hand member of torsion shaft four is fixed a triangular knife 2 23,
When the work of L stake pile-formation machine, support bar one applies the downward power of compressing into, motor one drives transmission case one running, the on-stream rotary actuation transmission case two by the torsion shaft one in the right of transmission case one turns round, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one turns round, the on-stream rotary actuation transmission case three by its torsion shaft one in the right of transmission case two turns round, and transmission case one, transmission case two, transmission case three, transmission case four is on-stream drives a bit under it by a drilling rod under it respectively, each torsion shaft one is driven and is stirred arm one rotation by the link arm on it respectively in rotation, torsion shaft two is driven and is stirred arm two rotations by the link arm on it in rotation, transmission case one drives respectively two torsion shaft three rotations of left end in operation process, torsion shaft three drives respectively triangular knife one rotation of torsion shaft three left ends in rotation, transmission case three drives torsion shaft four rotations of right-hand member in operation process, and torsion shaft four drives triangular knife two rotations of torsion shaft four right-hand members in rotation, each drill bit stirs the earth cutting of its underpart in rotation with cement mortar, the arm one that stirs in each torsion shaft one stirs the region cutting that is less than bit diameter between two drill bits on torsion shaft one both sides in rotation with cement mortar, the arm two that stirs in torsion shaft two stirs the region cutting that is less than bit diameter between two drill bits on torsion shaft two both sides in rotation with cement mortar, triangular knife one in two torsion shafts three of left end stirs into recessed V-arrangement termination by the earth cutting of pile body left end in rotation, triangular knife two in the torsion shaft four of right-hand member stirs into protruding V-arrangement termination by the earth cutting of pile body right-hand member in rotation, the protruding V-arrangement termination of the recessed V-arrangement termination of left part and right part matches, support bar one is compressed into process and is formed the L shaped eye-splice stake with protruding V-arrangement termination with recessed V-arrangement termination, right-hand member of a left end downwards,
The concrete structure of rectangular pile pile-formation machine comprises: motor 2 32 upper ends are fixed in support bar 2 31 lower ends, and driver 3 33 upper ends are fixed in motor two lower ends; Support bar two bottom left ends are fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with column 1, the lower end of column one is fixed with driver 1, support bar two bottom right-hand members are fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with column 2 41, and the lower end of column two is fixed with driver 2 35; The lower end of driver one, driver two, driver three is respectively equipped with a drilling rod 12, and the lower end of each drilling rod is respectively equipped with a drill bit 13; Between driver three and driver one, be respectively equipped with a driving shaft 1 between driver three and driver two, a linking arm 46 is fixed respectively on the middle both sides of every driving shaft one, and a stirring cutter 39 is fixed respectively in the outer end of each linking arm; A driving shaft 2 44 is exported respectively in the left back of driver one and left front, the left end of each driving shaft two is fixed respectively a triangular knife 1, a driving shaft 3 45 of right-hand member output of driver two, the right-hand member of this driving shaft three is fixed a triangular knife 2 23;
When the work of rectangular pile pile-formation machine, high-pressure pump injects respectively water under high pressure to each drill bit, motor two drives driver three runnings, driver three rotating drive driver one, driver two by driving shaft one in operation process turns round, driver one drives respectively the driving shaft two of left back and the driving shaft two of left front relative to synchronously rotating in operation process, and driver two drives driving shaft three rotations of right-hand member in operation process, driver one, driver two, driver three drive drill bit to rotate by the drilling rod of its lower end respectively, and three drill bits stir the soil cutting of its lower end in rotation, two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring cutter around driving shaft one rotation in rotation, stir cutter stirs the part soil cutting that is less than bit diameter between every two drill bits in rotation process, two driving shafts two drive respectively triangular knife one rotation on driving shaft two in rotation, triangular knife one becomes the soil cutting of the termination of left part recessed V-arrangement termination in rotation, driving shaft three drives triangular knife two rotations on driving shaft three in rotation, triangular knife two becomes the soil cutting of the termination of right part protruding V-arrangement termination in rotation, the protruding V-arrangement termination of the recessed V-arrangement termination of left part and right part matches, the soil body of cutting is mixed in mud, and water under high pressure constantly injects, mud constantly flows out from hole, support bar two compress into downwards process form a right-hand member with protruding V-arrangement termination, left end the rectangular opening with recessed V-arrangement termination,
L stake pile-formation machine and rectangular pile pile-formation machine associated working process: first in the original position that needs pile axis, manufacture a L shaped eye-splice stake of soil cement according to the working method of above-mentioned L stake pile-formation machine with L stake pile-formation machine, manufacture again second L shaped eye-splice stake of soil cement in the distance of the rectangle eye-splice stake in right side, the interval of this L shaped eye-splice stake, so manufacture one, multiple intervals rectangle eye-splice pilespacing from the L shaped eye-splice stake of multiple soil cements, in the time that the soil cement intensity of the L shaped eye-splice stake on both sides reaches some strength, again in the spacing between every two L shaped eye-splice stakes, manufacture a rectangular opening according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, casting concrete in this rectangular opening, form concrete rectangular eye-splice stake, make the recessed V-arrangement termination of the concrete rectangular eye-splice stake left end between the L shaped eye-splice stake of every two soil cements be fit to the protruding V-arrangement termination of the L shaped eye-splice stake of left side soil cement right-hand member, the protruding V-arrangement termination of concrete rectangular eye-splice stake right-hand member is fit to the recessed V-arrangement termination of the L shaped eye-splice stake of the right soil cement left end, so form the piling wall of the mutual V-arrangement eye-splice of concrete rectangular eye-splice stake between the L shaped eye-splice stake of multiple soil cements and the L shaped eye-splice stake of every two soil cements, for the gear soil of building foundation, antiseep.
CN201511012354.9A 2015-12-31 2015-12-31 V-shaped insertion-buckling equipment for L piles and rectangular piles Withdrawn CN105586875A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012354.9A CN105586875A (en) 2015-12-31 2015-12-31 V-shaped insertion-buckling equipment for L piles and rectangular piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511012354.9A CN105586875A (en) 2015-12-31 2015-12-31 V-shaped insertion-buckling equipment for L piles and rectangular piles

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CN105586875A true CN105586875A (en) 2016-05-18

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CN201511012354.9A Withdrawn CN105586875A (en) 2015-12-31 2015-12-31 V-shaped insertion-buckling equipment for L piles and rectangular piles

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105442550A (en) * 2015-12-31 2016-03-30 宋姝娴 V-shaped eye-splice equipment for L-shaped piles and rectangular piles

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105442550A (en) * 2015-12-31 2016-03-30 宋姝娴 V-shaped eye-splice equipment for L-shaped piles and rectangular piles

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