CN105586872A - Rectangular lock-buckling equipment for L piles and rectangular piles - Google Patents

Rectangular lock-buckling equipment for L piles and rectangular piles Download PDF

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Publication number
CN105586872A
CN105586872A CN201511012318.2A CN201511012318A CN105586872A CN 105586872 A CN105586872 A CN 105586872A CN 201511012318 A CN201511012318 A CN 201511012318A CN 105586872 A CN105586872 A CN 105586872A
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CN
China
Prior art keywords
fixed
transmission case
pile
driver
rectangular
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CN201511012318.2A
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Chinese (zh)
Inventor
叶连国
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叶连国
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Priority to CN201511012318.2A priority Critical patent/CN105586872A/en
Publication of CN105586872A publication Critical patent/CN105586872A/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/46Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B4/00Drives for drilling, used in the borehole
    • E21B4/16Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/001Drilling a non circular hole
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/1628Shapes rectangular
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2200/00Geometrical or physical properties
    • E02D2200/16Shapes
    • E02D2200/165Shapes polygonal
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/0023Slurry

Abstract

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

Description

L stake and rectangular pile rectangle snap close equipment

Technical field

The present invention relates to the L stake and the rectangular pile rectangle snap close equipment that in a kind of rectangle snap close 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 snap close piling wall of L shaped cement earth pile and rectangular concrete pile.

Summary of the invention

The present invention has made up above shortcoming, and a kind of L stake and the rectangular pile rectangle snap close equipment that can manufacture L shaped cement soil pile and the mutual rectangle snap close of Rectangular Concrete pile body is provided.

The present invention is achieved through the following technical solutions:

A kind of L stake and rectangular pile rectangle snap close 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 of left end output of transmission case one, the left end of this torsion shaft three is fixed a rectangle cutter two, a torsion shaft three of right-hand member output of transmission case three, the right-hand member of this torsion shaft three is fixed a rectangle cutter 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, the left end of this each driving shaft two is fixed respectively a rectangle cutter one, a driving shaft two is exported respectively in the right back of driver two and right front, and the right-hand member of this each driving shaft two is fixed respectively a rectangle cutter one.

The present invention has following feature:

The present invention can manufacture the piling wall of L shaped cement soil pile and the mutual rectangle snap close 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 rectangular pile rectangle snap close.

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, rectangle cutter one, 20, stir arm two, 21, torsion shaft two, 23, rectangle cutter 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, 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 of left end output of transmission case one, the left end of this torsion shaft three is fixed a rectangle cutter 2 23, a torsion shaft 3 18 of right-hand member output of transmission case three, the right-hand member of this torsion shaft three is fixed a rectangle cutter 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 torsion shaft three rotations of left end in operation process, and this torsion shaft three drives rectangle cutter two rotations of torsion shaft three left ends in rotation, transmission case three drives torsion shaft three rotations of right-hand member in operation process, and this torsion shaft three drives rectangle cutter two rotations of torsion shaft three 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, rectangle cutter two in the torsion shaft three of left end stirs into the soil cutting of left end protruding rectangle termination in rotation, rectangle cutter two in the torsion shaft three of right-hand member stirs into the soil cutting of right-hand member protruding rectangle termination in rotation, support bar one is compressed into process and is formed two ends, a left and right respectively with the L shaped snap close stake of protruding rectangle termination 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 this each driving shaft two is fixed respectively a rectangle cutter 1, a driving shaft 2 44 is exported respectively in the right back of driver two and right front, and the right-hand member of this each driving shaft two is fixed respectively a rectangle cutter 1.

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 respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating 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 of left end drive respectively rectangle cutter one rotation on the driving shaft two of left end in rotation, these two rectangle cuttves one become the soil cutting of the termination of left part recessed rectangle termination in rotation, two driving shafts two of right-hand member drive respectively rectangle cutter one rotation on the driving shaft two of right-hand member in rotation, these two rectangle cuttves one become the soil cutting of the termination of right part recessed rectangle termination in rotation, the soil body of cutting is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and support bar two is compressed into process and formed two ends, a left and right respectively with the rectangular opening of recessed rectangle termination downwards.

The protruding rectangle termination at L shaped snap close stake two ends and the recessed rectangle termination at rectangle snap close stake two ends coincide.

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 snap close 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 snap close stake of soil cement in the right side of this L shaped snap close stake, the distance of interval rectangle snap close stake, so manufacture one, multiple intervals rectangle snap close pilespacing from the L shaped snap close stake of multiple soil cements, in the time that the soil cement intensity of the L shaped snap close stake on both sides reaches some strength, again in the spacing between every two L shaped snap close 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 the stake of concrete rectangular snap close, make the recessed rectangle termination of the concrete rectangular snap close stake left end between the L shaped snap close stake of every two soil cements be fit to the protruding rectangle termination of the L shaped snap close stake of left side soil cement right-hand member, the recessed rectangle termination of concrete rectangular snap close stake right-hand member is fit to the protruding rectangle termination of the L shaped snap close stake of the right soil cement left end, so form the piling wall of the mutual rectangle snap close of concrete rectangular snap close stake between the L shaped snap close stake of multiple soil cements and the L shaped snap close stake of every two soil cements, for the gear soil of building foundation, antiseep.

Claims (1)

1. L stake and a rectangular pile rectangle snap close 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 of left end output of transmission case one, the left end of this torsion shaft three is fixed a rectangle cutter 2 23, a torsion shaft 3 18 of right-hand member output of transmission case three, the right-hand member of this torsion shaft three is fixed a rectangle cutter 2 23,
When the work of L stake pile-formation machine, 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 torsion shaft three rotations of left end in operation process, and this torsion shaft three drives rectangle cutter two rotations of torsion shaft three left ends in rotation, transmission case three drives torsion shaft three rotations of right-hand member in operation process, and this torsion shaft three drives rectangle cutter two rotations of torsion shaft three 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, rectangle cutter two in the torsion shaft three of left end stirs into the soil cutting of left end protruding rectangle termination in rotation, rectangle cutter two in the torsion shaft three of right-hand member stirs into the soil cutting of right-hand member protruding rectangle termination in rotation, support bar one is compressed into process and is formed two ends, a left and right respectively with the L shaped snap close stake of protruding rectangle termination 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 this each driving shaft two is fixed respectively a rectangle cutter 1, a driving shaft 2 44 is exported respectively in the right back of driver two and right front, and the right-hand member of this each driving shaft two is fixed respectively a rectangle cutter 1;
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 respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating 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 of left end drive respectively rectangle cutter one rotation on the driving shaft two of left end in rotation, these two rectangle cuttves one become the soil cutting of the termination of left part recessed rectangle termination in rotation, two driving shafts two of right-hand member drive respectively rectangle cutter one rotation on the driving shaft two of right-hand member in rotation, these two rectangle cuttves one become the soil cutting of the termination of right part recessed rectangle termination in rotation, the soil body of cutting is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and support bar two is compressed into process and formed two ends, a left and right respectively with the rectangular opening of recessed rectangle termination downwards,
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 snap close 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 snap close stake of soil cement in the right side of this L shaped snap close stake, the distance of interval rectangle snap close stake, so manufacture one, multiple intervals rectangle snap close pilespacing from the L shaped snap close stake of multiple soil cements, in the time that the soil cement intensity of the L shaped snap close stake on both sides reaches some strength, again in the spacing between every two L shaped snap close 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 the stake of concrete rectangular snap close, make the recessed rectangle termination of the concrete rectangular snap close stake left end between the L shaped snap close stake of every two soil cements be fit to the protruding rectangle termination of the L shaped snap close stake of left side soil cement right-hand member, the recessed rectangle termination of concrete rectangular snap close stake right-hand member is fit to the protruding rectangle termination of the L shaped snap close stake of the right soil cement left end, so form the piling wall of the mutual rectangle snap close of concrete rectangular snap close stake between the L shaped snap close stake of multiple soil cements and the L shaped snap close stake of every two soil cements, for the gear soil of building foundation, antiseep.
CN201511012318.2A 2015-12-31 2015-12-31 Rectangular lock-buckling equipment for L piles and rectangular piles CN105586872A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201511012318.2A CN105586872A (en) 2015-12-31 2015-12-31 Rectangular lock-buckling equipment for L piles and rectangular piles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201511012318.2A CN105586872A (en) 2015-12-31 2015-12-31 Rectangular lock-buckling equipment for L piles and rectangular piles

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Publication Number Publication Date
CN105586872A true CN105586872A (en) 2016-05-18

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421431A (en) * 2015-12-31 2016-03-23 刘玉秋 L-shaped splicing pile forming machine
CN105421407A (en) * 2015-12-31 2016-03-23 叶连国 L-shaped pile and rectangular pile rectangular plug-in equipment
CN105421406A (en) * 2015-12-31 2016-03-23 叶连国 L-shaped pile and rectangular pile rectangular latch equipment
CN105442555A (en) * 2015-12-31 2016-03-30 宋姝娴 Circular-arc eye-splice equipment for L-shaped piles and rectangular piles
CN105442549A (en) * 2015-12-31 2016-03-30 宋姝娴 Semicircular inserting-connection equipment for L-shaped piles and rectangular piles

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421431A (en) * 2015-12-31 2016-03-23 刘玉秋 L-shaped splicing pile forming machine
CN105421407A (en) * 2015-12-31 2016-03-23 叶连国 L-shaped pile and rectangular pile rectangular plug-in equipment
CN105421406A (en) * 2015-12-31 2016-03-23 叶连国 L-shaped pile and rectangular pile rectangular latch equipment
CN105442555A (en) * 2015-12-31 2016-03-30 宋姝娴 Circular-arc eye-splice equipment for L-shaped piles and rectangular piles
CN105442549A (en) * 2015-12-31 2016-03-30 宋姝娴 Semicircular inserting-connection equipment for L-shaped piles and rectangular piles

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Application publication date: 20160518