CN105442551A - Semicircular lock catch equipment for L-shaped piles and rectangular piles - Google Patents
Semicircular lock catch equipment for L-shaped piles and rectangular piles Download PDFInfo
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- CN105442551A CN105442551A CN201511012357.2A CN201511012357A CN105442551A CN 105442551 A CN105442551 A CN 105442551A CN 201511012357 A CN201511012357 A CN 201511012357A CN 105442551 A CN105442551 A CN 105442551A
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- torsion shaft
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- 239000002689 soil Substances 0.000 claims abstract description 37
- 230000005540 biological transmission Effects 0.000 claims description 78
- 238000003756 stirring Methods 0.000 claims description 31
- 238000000034 method Methods 0.000 claims description 23
- 238000005553 drilling Methods 0.000 claims description 17
- 239000004568 cement Substances 0.000 claims description 16
- 238000005520 cutting process Methods 0.000 claims description 10
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 238000004513 sizing Methods 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 description 1
Classifications
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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
- E02D5/22—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
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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
- 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 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
- E21B7/001—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
Landscapes
- 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)
- Structural Engineering (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The invention discloses semicircular lock catch equipment for L-shaped piles and rectangular piles. A plurality of concrete L-shaped lock catch piles which are spaced by a distance of one rectangular lock catch pile are manufactured; when concrete strength of the L-shaped lock catch piles at the two sides reaches certain strength, one cemented soil rectangular lock catch pile is manufactured within the distance of every two L-shaped lock catch piles by use of a rectangular pile forming machine according to the working mode of the rectangular pile forming machine, so that a concave semicircular end head at the left end of the cemented soil rectangular lock catch pile between every two concrete L-shaped lock catch piles is fitted to a convex semicircular end head at the right end of the left concrete L-shaped lock catch pile, and a concave semicircular end head at the right end of the cemented soil rectangular lock catch pile is fitted to a convex semicircular end head at the left end of the right concrete L-shaped lock catch pile, and therefore, a pile wall on which the plurality of concrete L-shaped lock catch piles are in mutual semicircular lock catch with the cemented soil rectangular lock catch pile between every two concrete L-shaped lock catch piles is formed; and the pile wall is used for earth retaining and leakage preventing of a building foundation.
Description
Technical field
The present invention relates to the L stake and rectangular pile semicircle snap close equipment that use in a kind of semicircle snap close equipment, particularly a kind of building foundation engineering.
Background technology
Cement-soil pile forming machine is by the multiple drill bit rotational of power drive, the earth of drill bit bottom cuts and stirs into cement earth pile with cement paste by multiple drill bit in rotation process, at present, formed by the Soil-cement rig of other pattern, pile body is all the assembly of multiple cement-soil cylinder, is not the mutual snap close piling wall of L shape concrete pile and rectangle cement earth pile.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of L stake and the rectangular pile semicircle snap close equipment that can manufacture L shape concrete pile body and the mutual semicircle snap close of rectangle cement soil pile.
The present invention is achieved through the following technical solutions:
A kind of L stake and rectangular pile semicircle snap close equipment, comprise L stake pile forming machine and rectangular pile pile forming machine.
L stake pile forming machine comprises following structure: the left end rear portion of crossbeam one is fixed in the front end of crossbeam two, form a L-type component thus, the center of gravity position of L-type component 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, the lower end of each drilling rod fixes a drill bit respectively, a torsion shaft one is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of each link arm is fixed one respectively and stirred arm one, a link arm is fixed on the middle both sides of torsion shaft two respectively, and the outer end of each link arm is fixed one respectively and stirred arm two, the left end of transmission case one exports a torsion shaft three, and the left end of this torsion shaft three fixes a dome cutter, and the right-hand member of transmission case three exports a torsion shaft three, and the right-hand member of this torsion shaft three fixes a dome cutter.
Rectangular pile pile forming machine comprises following structure: motor two upper end is fixed in support bar two lower end, and driver three upper end is fixed in motor two lower end; Support bar two bottom left end is 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 member is 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; Be respectively equipped with a driving shaft one between driver three and driver one, between driver three and driver two, a linking arm is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter respectively; The left back of driver one and left front export a driving shaft two respectively, the left end of this each driving shaft two fixes a recessed dise knife respectively, the right back of driver two and right front export a driving shaft two respectively, and the right-hand member of this each driving shaft two fixes a recessed dise knife respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of L shape concrete pile body and the mutual semicircle snap close of rectangle cement soil pile, for gear soil, the antiseepage of building foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of L stake pile forming machine;
Fig. 2 is A-A direction view of Fig. 1;
Fig. 3 is B-B view of Fig. 1;
Fig. 4 is C-C direction view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile forming machine;
Fig. 6 is D-D view of Fig. 5;
Fig. 7 is the cross-sectional view of L stake and rectangular pile semicircle 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, recessed dise knife, 20, stir arm two, 21, torsion shaft two, 23, dome cutter; 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 forming machine and rectangular pile pile forming machine.
L stake pile forming machine comprises the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: the left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, form a L-type component thus, the center of gravity position of L-type component 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, the lower end of each drilling rod fixes a drill bit 13 respectively, a torsion shaft 1 is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm 17 is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of this each link arm is fixed one respectively and stirred arm 1, a link arm 17 is fixed on the middle both sides of torsion shaft two respectively, and the outer end of this each link arm is fixed one respectively and stirred arm two, the left end of transmission case one exports a torsion shaft 3 18, and the left end of this torsion shaft three fixes a dome cutter 23, and the right-hand member of transmission case three exports a torsion shaft 3 18, and the right-hand member of this torsion shaft three fixes a dome cutter 23.
Two in each torsion shaft one torsion shafts one of stirring arm one and being parallel to its place respectively.
Two in torsion shaft two torsion shafts two of stirring arm two and being parallel to its place respectively.
Two in each torsion shaft one equal diameters of stirring distance between arm one and drill bit.
Two in torsion shaft two equal diameters of stirring distance between arm two and drill bit.
The specific works mode of L stake pile forming machine is as follows: pile frame is also provided with and send sizing device, sizing device is sent to pour into water under high pressure respectively to each drill bit during work, during work, support bar one applies downward to compress into power, 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 operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, transmission case one drives torsion shaft three rotation of left end in operation process, and this torsion shaft three drives the dome cutter of torsion shaft three left end to rotate in rotation, transmission case three drives torsion shaft three rotation of right-hand member in operation process, and this torsion shaft three drives the dome cutter of torsion shaft three right-hand member to rotate in rotation, the soil cutting of its underpart stirs by each drill bit in rotation, the region soil cutting being less than bit diameter between two drill bits on torsion shaft one both sides stirs by the arm one that stirs in each torsion shaft one in rotation, the region soil cutting being less than bit diameter between two drill bits on torsion shaft two both sides stirs by the arm two that stirs in torsion shaft two in rotation, the soil cutting of left end is become convex half rounded head by the dome cutter in the torsion shaft three of left end in rotation, and the soil cutting of right-hand member is become convex half rounded head by the dome cutter in the torsion shaft three of right-hand member in rotation, the soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and support bar one is compressed into process and formed about one two ends respectively with the L shape hole of convex half rounded head downwards.
Rectangular pile pile forming machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: motor 2 32 upper end is fixed in support bar 2 31 lower end, and driver 3 33 upper end is fixed in motor two lower end; Support bar two bottom left end is 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 member is 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; Be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left back of driver one and left front export a driving shaft 2 44 respectively, the left end of this each driving shaft two fixes a recessed dise knife 19 respectively, the right back of driver two and right front export a driving shaft 2 44 respectively, and the right-hand member of this each driving shaft two fixes a recessed dise knife 19 respectively.
The specific works mode of rectangular pile pile forming machine is as follows: rectangular pile pile forming machine is also provided with high-pressure pump, during work, high-pressure pump injects cement paste respectively to each drill bit, motor two drives driver three running, driver three is operated by the rotating drive driver one of driving shaft one, driver two in operation process, driver one drives the relative synchronous axial system of driving shaft two of the driving shaft two of left back and left front respectively in operation process, and driver two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, driver one, driver two, driver three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, two driving shafts two of left end drive the recessed dise knife on the driving shaft two of left end to rotate respectively in rotation, the soil body of the termination of left part and cement paste are stirred into recessed half rounded head by these two recessed dise knifes in rotation, two driving shafts two of right-hand member drive the recessed dise knife on the driving shaft two of right-hand member to rotate respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed half rounded head by these two recessed dise knifes in rotation, support bar two is compressed into process and is formed about one two ends respectively with the cement-soil rectangle snap close stake of recessed half rounded head downwards.
Convex half rounded head at L shape snap close stake two ends and recessed half rounded head at rectangle snap close stake two ends are coincide.
L stake pile forming machine and rectangular pile pile forming machine associated working process as follows: first in the original position needing pile axis, a L shape hole is manufactured according to the working method of above-mentioned L stake pile forming machine with L stake pile forming machine, concreting, the stake of formation concrete L shape snap close in this L shape hole, on the right side of this concrete L shape snap close stake, the distance of interval rectangle snap close stake manufactures the stake of second concrete L shape snap close again, so manufacture one, multiple interval rectangle snap close pilespacing from the stake of multiple concrete L shape snap close, when the concrete of the L shape snap close stake on both sides reaches some strength, in spacing again between the stake of every two L shape snap closes, the stake of a cement-soil rectangle snap close is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, recessed half rounded head of the cement-soil rectangle snap close stake left end between the stake of every two concrete L shape snap closes is made to be fit to convex half rounded head of left side concrete L shape snap close stake right-hand member, recessed half rounded head of cement-soil rectangle snap close stake right-hand member is fit to convex half rounded head of the right concrete L shape snap close stake left end, the piling wall of the mutual semicircle snap close of cement-soil rectangle snap close stake between formation like this multiple concrete L shape snap close stake and the stake of every two concrete L shape snap closes, for the gear soil of building foundation, antiseep.
Claims (1)
1. L stake and a rectangular pile semicircle snap close equipment, comprise L stake pile forming machine and rectangular pile pile forming machine;
It is characterized in that: the concrete structure of L stake pile forming machine comprises: the left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, form a L-type component thus, the center of gravity position of L-type component 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, the lower end of each drilling rod fixes a drill bit 13 respectively, a torsion shaft 1 is provided with between transmission case one and transmission case two, a torsion shaft one is provided with between transmission case two and transmission case three, a torsion shaft two is provided with between transmission case one and transmission case four, a link arm 17 is fixed on the middle both sides of each torsion shaft one respectively, and the outer end of this each link arm is fixed one respectively and stirred arm 1, a link arm 17 is fixed on the middle both sides of torsion shaft two respectively, and the outer end of this each link arm is fixed one respectively and stirred arm two, the left end of transmission case one exports a torsion shaft 3 18, and the left end of this torsion shaft three fixes a dome cutter 23, and the right-hand member of transmission case three exports a torsion shaft 3 18, and the right-hand member of this torsion shaft three fixes a dome cutter 23,
Sizing device is sent to pour into water under high pressure respectively to each drill bit during the work of L stake pile forming machine, during work, support bar one applies downward to compress into power, 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 operates, the on-stream rotary actuation transmission case four by the torsion shaft two in back of transmission case one operates, transmission case two is on-stream to be operated by the rotary actuation transmission case three of a torsion shaft one on the right of it, transmission case one, transmission case two, transmission case three, the on-stream bit driven respectively by the drilling rod of under it under it of transmission case four, each torsion shaft one drives respectively by the link arm on it and stirs arm one rotation in rotation, torsion shaft two is driven by the link arm on it and stirs arm two rotation in rotation, transmission case one drives torsion shaft three rotation of left end in operation process, and this torsion shaft three drives the dome cutter of torsion shaft three left end to rotate in rotation, transmission case three drives torsion shaft three rotation of right-hand member in operation process, and this torsion shaft three drives the dome cutter of torsion shaft three right-hand member to rotate in rotation, the soil cutting of its underpart stirs by each drill bit in rotation, the region soil cutting being less than bit diameter between two drill bits on torsion shaft one both sides stirs by the arm one that stirs in each torsion shaft one in rotation, the region soil cutting being less than bit diameter between two drill bits on torsion shaft two both sides stirs by the arm two that stirs in torsion shaft two in rotation, the soil cutting of left end is become convex half rounded head by the dome cutter in the torsion shaft three of left end in rotation, and the soil cutting of right-hand member is become convex half rounded head by the dome cutter in the torsion shaft three of right-hand member in rotation, the soil body cut is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and support bar one is compressed into process and formed about one two ends respectively with the L shape hole of convex half rounded head downwards,
The concrete structure of rectangular pile pile forming machine comprises: motor 2 32 upper end is fixed in support bar 2 31 lower end, and driver 3 33 upper end is fixed in motor two lower end; Support bar two bottom left end is 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 member is 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; Be respectively equipped with a driving shaft 1 between driver three and driver one, between driver three and driver two, a linking arm 46 is fixed on the middle both sides of every driving shaft one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively; The left back of driver one and left front export a driving shaft 2 44 respectively, the left end of this each driving shaft two fixes a recessed dise knife 19 respectively, the right back of driver two and right front export a driving shaft 2 44 respectively, and the right-hand member of this each driving shaft two fixes a recessed dise knife 19 respectively;
During the work of rectangular pile pile forming machine, high-pressure pump injects cement paste respectively to each drill bit, motor two drives driver three running, driver three is operated by the rotating drive driver one of driving shaft one, driver two in operation process, driver one drives the relative synchronous axial system of driving shaft two of the driving shaft two of left back and left front respectively in operation process, and driver two drives the relative synchronous axial system of driving shaft two of the driving shaft two of right back and right front respectively in operation process, driver one, driver two, driver three drive drill bit rotational respectively by the drilling rod of its lower end, and the earth of its lower end and cement paste stir by three drill bits in rotation, two driving shafts one drive two linking arms on each driving shaft one to drive respectively and stir cutter around driving shaft one rotation in rotation, stir cutter in rotation process, the part earth and cement paste that are less than bit diameter between every two drill bits to be stirred, two driving shafts two of left end drive the recessed dise knife on the driving shaft two of left end to rotate respectively in rotation, the soil body of the termination of left part and cement paste are stirred into recessed half rounded head by these two recessed dise knifes in rotation, two driving shafts two of right-hand member drive the recessed dise knife on the driving shaft two of right-hand member to rotate respectively in rotation, the soil body of the termination of right part and cement paste are stirred into recessed half rounded head by these two recessed dise knifes in rotation, support bar two is compressed into process and is formed about one two ends respectively with the cement-soil rectangle snap close stake of recessed half rounded head downwards,
L stake pile forming machine and rectangular pile pile forming machine associated working process: first in the original position needing pile axis, a L shape hole is manufactured according to the working method of above-mentioned L stake pile forming machine with L stake pile forming machine, concreting, the stake of formation concrete L shape snap close in this L shape hole, on the right side of this concrete L shape snap close stake, the distance of interval rectangle snap close stake manufactures the stake of second concrete L shape snap close again, so manufacture one, multiple interval rectangle snap close pilespacing from the stake of multiple concrete L shape snap close, when the concrete of the L shape snap close stake on both sides reaches some strength, in spacing again between the stake of every two L shape snap closes, the stake of a cement-soil rectangle snap close is manufactured according to the working method of above-mentioned rectangular pile pile forming machine with rectangular pile pile forming machine, recessed half rounded head of the cement-soil rectangle snap close stake left end between the stake of every two concrete L shape snap closes is made to be fit to convex half rounded head of left side concrete L shape snap close stake right-hand member, recessed half rounded head of cement-soil rectangle snap close stake right-hand member is fit to convex half rounded head of the right concrete L shape snap close stake left end, the piling wall of the mutual semicircle snap close of cement-soil rectangle snap close stake between formation like this multiple concrete L shape snap close stake and the stake of every two concrete L shape snap closes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012357.2A CN105442551A (en) | 2015-12-31 | 2015-12-31 | Semicircular lock catch equipment for L-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012357.2A CN105442551A (en) | 2015-12-31 | 2015-12-31 | Semicircular lock catch equipment for L-shaped piles and rectangular piles |
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| Publication Number | Publication Date |
|---|---|
| CN105442551A true CN105442551A (en) | 2016-03-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012357.2A Pending CN105442551A (en) | 2015-12-31 | 2015-12-31 | Semicircular lock catch equipment for L-shaped piles and rectangular piles |
Country Status (1)
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| CN (1) | CN105442551A (en) |
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| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105064347A (en) * | 2015-08-09 | 2015-11-18 | 刘玉秋 | Dual-rectangular combined stirring drilling machine |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
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2015
- 2015-12-31 CN CN201511012357.2A patent/CN105442551A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1326034A (en) * | 2000-05-31 | 2001-12-12 | 北京振冲工程股份有限公司 | Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method |
| JP2010007329A (en) * | 2008-06-26 | 2010-01-14 | Sumitomo Forestry Co Ltd | Agitating device for columnar improvement |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| JP2013019260A (en) * | 2011-06-17 | 2013-01-31 | Nagaigumi Co Ltd | Drilling equipment and construction method for sheet pile |
| CN105064347A (en) * | 2015-08-09 | 2015-11-18 | 刘玉秋 | Dual-rectangular combined stirring drilling machine |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
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