CN105649029A - Rectangular buckling equipment for L-shaped piles and rectangular piles - Google Patents
Rectangular buckling equipment for L-shaped piles and rectangular piles Download PDFInfo
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- CN105649029A CN105649029A CN201511012319.7A CN201511012319A CN105649029A CN 105649029 A CN105649029 A CN 105649029A CN 201511012319 A CN201511012319 A CN 201511012319A CN 105649029 A CN105649029 A CN 105649029A
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- 239000002689 soil Substances 0.000 claims abstract description 26
- 230000005540 biological transmission Effects 0.000 claims description 78
- 238000003756 stirring Methods 0.000 claims description 29
- 239000011440 grout Substances 0.000 claims description 19
- 238000000034 method Methods 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 17
- 239000004568 cement Substances 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 238000005520 cutting process Methods 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 230000005484 gravity Effects 0.000 claims description 3
- 238000004513 sizing Methods 0.000 claims description 3
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000013019 agitation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 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
- E02D5/18—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 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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses rectangular buckling equipment for L-shaped piles and rectangular piles. A plurality of cemented soil L-shaped buckling piles which are spaced apart the distance of one rectangular buckling pile are manufactured; when cemented soil of the L-shaped buckling piles at the two sides reaches certain strength, one cemented soil rectangular buckling pile is manufactured within the distance of every two L-shaped buckling piles by use of a rectangular pile forming machine according to a working mode of the rectangular pile forming machine, so that a concave rectangular end head at the left end of the rectangular buckling pile between every two L-shaped buckling piles is fitted to a convex rectangular end head at the right end of the left L-shaped buckling pile, and a concave rectangular end head at the right end of the rectangular buckling pile is fitted to a convex rectangular end head at the left end of the right L-shaped buckling pile, and therefore, a pile wall, which is in mutual rectangular buckling with the plurality of cemented soil L-shaped buckling piles and the cemented soil rectangular buckling pile between every two cemented soil L-shaped buckling 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 in a kind of rectangle snap close equipment, particularly a kind of building foundation engineering the L stake and rectangular pile rectangle snap close equipment that use.
Background technology
Cement-earth pile-formation machine is by the multiple drill bit rotational of power wheel drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with grout by multiple drill bit, at present, stake body formed by the cement-earth agitation driller of other pattern is all the molectron of multiple cement-earth cylinder, is not the mutual snap close stake wall of L-shaped cement earth pile and rectangle cement earth pile.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of L stake and rectangular pile rectangle snap close equipment that can manufacture L-shaped cement soil pile and the mutual rectangle 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 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 left end rear portion of crossbeam one is fixed in the front end of crossbeam two, thus form a L-type component, the lower end of support bar one is fixed on the center of gravity position of L-type component, 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 it is provided with between transmission case one and transmission case two, a torsion shaft one it is provided with between transmission case two and transmission case three, a torsion shaft two it 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 rectangle cutter two, 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 rectangle cutter two.
Rectangular pile pile-formation machine comprises following structure: support bar two times ends are fixed on motor two upper end, and motor two times ends are fixed on driving mechanism three upper 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 driving mechanism 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 driving mechanism two; The lower end of driving mechanism one, driving mechanism two, driving mechanism three is respectively equipped with a drilling rod, and the lower end of each drilling rod is respectively equipped with a drill bit; Between driving mechanism three and driving mechanism one, being respectively equipped with a drive shaft one between driving mechanism three and driving mechanism two, a connecting arm is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter respectively; The left back of driving mechanism one and left front export a drive shaft two respectively, the left end of this each drive shaft two fixes a rectangle cutter one respectively, the starboard quarter of driving mechanism two and right front export a drive shaft two respectively, and the right-hand member of this each drive shaft two fixes a rectangle cutter one respectively.
The present invention has following feature:
The present invention can manufacture L-shaped cement soil pile and the cement-soil pile of the mutual rectangle 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-formation machine;
Fig. 2 is the A A direction view of Fig. 1;
Fig. 3 is the B B view of Fig. 1;
Fig. 4 is the C C direction view of Fig. 1;
Fig. 5 is the structural representation of rectangular pile pile-formation machine;
Fig. 6 is the D D view of Fig. 5;
Fig. 7 is L stake and the cross-sectional view of 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, driving mechanism three, 34, driving mechanism one, 35, driving mechanism two, 36, transverse arm one, 37, transverse arm two, 38, drive shaft one, 39, stir cutter, 40, column one, 41, column two, 44, drive shaft two, 46, connecting arm.
Embodiment
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 left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, thus form a L-type component, the lower end of support bar 1 is fixed on the center of gravity position of L-type component, 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 it is provided with between transmission case one and transmission case two, a torsion shaft one it is provided with between transmission case two and transmission case three, a torsion shaft two it 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 rectangle cutter 2 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 rectangle cutter 2 23.
In each torsion shaft one two stir the torsion shaft one that arm one is parallel to its place respectively.
In torsion shaft two two stir the torsion shaft two that arm two is parallel to its place respectively.
Two equal diameters stirring the distance between arm one and drill bit in each torsion shaft one.
Two equal diameters stirring the distance between arm two and drill bit in torsion shaft two.
The concrete mode of operation of L stake pile-formation machine is as follows: is also provided with on pile frame and send sizing device, send sizing device to each drill bit grout injection respectively during work, during work, support bar one applies downward to be pressed into power, motor one drives transmission case one running, transmission case one is operated by the rotary actuation transmission case two of the torsion shaft one in the right in running, transmission case one is operated by the rotary actuation transmission case four of the torsion shaft two in back in running, transmission case two is operated by the rotary actuation transmission case three of on the right of it torsion shaft one in running, transmission case one, transmission case two, transmission case three, transmission case four drives a drill bit under it to rotate by a drilling rod under it respectively in running, each torsion shaft one is driven by the link arm on it respectively in rotation and stirs arm one rotation, torsion shaft two is driven by the link arm on it in rotation and stirs arm two rotation, transmission case one drives torsion shaft three rotation of left end in operation process, and this torsion shaft three drives rectangle cutter two rotation of torsion shaft three left end in rotation, transmission case three drives torsion shaft three rotation of right-hand member in operation process, and this torsion shaft three drives rectangle cutter two rotation of torsion shaft three right-hand member in rotation, the earth of its underpart is cut in rotation and stirs with grout by each drill bit, the region being less than drill bit diameter between two drill bits on torsion shaft one both sides is cut and grout stirring by the arm one that stirs in each torsion shaft one in rotation, the region being less than drill bit diameter between two drill bits on torsion shaft two both sides is cut and grout stirring by the arm two that stirs in torsion shaft two in rotation, the soil cutting of left end is stirred into convex rectangle termination by the rectangle cutter two in the torsion shaft three of left end in rotation, the soil cutting of right-hand member is stirred into convex rectangle termination by the rectangle cutter two in the torsion shaft three of right-hand member in rotation, support bar one is pressed into process and forms about one two ends respectively with the L-shaped snap close stake of convex rectangle termination downwards.
Rectangular pile pile-formation machine comprises the structure in Fig. 5, Fig. 6; Concrete structure is as follows: support bar 2 31 times ends are fixed on motor 2 32 upper end, and motor two times ends are fixed on driving mechanism 3 33 upper 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 driving mechanism 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 driving mechanism 2 35;The lower end of driving mechanism one, driving mechanism two, driving mechanism 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 driving mechanism three and driving mechanism one, being respectively equipped with a drive shaft 1 between driving mechanism three and driving mechanism two, a connecting arm 46 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter 39 respectively; The left back of driving mechanism one and left front export a drive shaft 2 44 respectively, the left end of this each drive shaft two fixes a rectangle cutter 1 respectively, the starboard quarter of driving mechanism two and right front export a drive shaft 2 44 respectively, and the right-hand member of this each drive shaft two fixes a rectangle cutter 1 respectively.
The concrete mode of operation of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is also provided with high-pressure pump, during work, each drill bit is injected grout by high-pressure pump respectively, motor two drives driving mechanism three running, driving mechanism three is operated by the rotating drive driving mechanism one of drive shaft one, driving mechanism two in operation process, driving mechanism one drives the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in operation process, and driving mechanism two drives the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process, driving mechanism one, driving mechanism two, driving mechanism three drive drill bit rotational by the drilling rod of its lower end respectively, and the earth of its lower end and grout are stirred by three drill bits in rotation, two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one rotation, stir cutter the part earth and grout that are less than drill bit diameter between every two drill bits to be stirred in rotation process, two drive shafts two of left end drive rectangle cutter one rotation on the drive shaft two of left end respectively in rotation, the soil body of the termination of left part and grout are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation, two drive shafts two of right-hand member drive rectangle cutter one rotation on the drive shaft two of right-hand member respectively in rotation, the soil body of the termination in right portion and grout are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation, support bar two is pressed into process and forms about one two ends respectively with the cement-earth rectangle snap close stake of recessed rectangle termination downwards.
The convex 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 zero position needing pile axis, a cement-earth L-shaped snap close stake is manufactured according to the mode of operation of above-mentioned L stake pile-formation machine with L stake pile-formation machine, on the right side of this L-shaped snap close stake, the distance of the rectangle snap close stake in interval manufacture the 2nd cement-earth L-shaped snap close stake again, so manufacture one, multiple interval rectangle snap close pilespacing from multiple cement-earth L-shaped snap close stakes, when the soil cement intensity of the L-shaped snap close stake on both sides reaches certain intensity, again in spacing between every two L-shaped snap close stakes, a cement-earth rectangle snap close stake is manufactured according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the recessed rectangle termination of the rectangle snap close stake left end between every two L-shaped snap close stakes is made to be fit to the convex rectangle termination of left side L-shaped snap close stake right-hand member, the recessed rectangle termination of rectangle snap close stake right-hand member is fit to the convex rectangle termination of the right L-shaped snap close stake left end, so form the cement-soil pile of the cement-earth mutual rectangle snap close of rectangle snap close stake between multiple cement-earth L-shaped snap close stake and every two cement-earth L-shaped snap close stakes, 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 left end rear portion of crossbeam 1 is fixed in the front end of crossbeam 2 15, thus form a L-type component, the lower end of support bar 1 is fixed on the center of gravity position of L-type component, 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 it is provided with between transmission case one and transmission case two, a torsion shaft one it is provided with between transmission case two and transmission case three, a torsion shaft two it 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 rectangle cutter 2 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 rectangle cutter 2 23,
L stake pile-formation machine send sizing device to each drill bit grout injection respectively when working, during work, support bar one applies downward to be pressed into power, motor one drives transmission case one running, transmission case one is operated by the rotary actuation transmission case two of the torsion shaft one in the right in running, transmission case one is operated by the rotary actuation transmission case four of the torsion shaft two in back in running, transmission case two is operated by the rotary actuation transmission case three of on the right of it torsion shaft one in running, transmission case one, transmission case two, transmission case three, transmission case four drives a drill bit under it to rotate by a drilling rod under it respectively in running, each torsion shaft one is driven by the link arm on it respectively in rotation and stirs arm one rotation, torsion shaft two is driven by the link arm on it in rotation and stirs arm two rotation, transmission case one drives torsion shaft three rotation of left end in operation process, and this torsion shaft three drives rectangle cutter two rotation of torsion shaft three left end in rotation, transmission case three drives torsion shaft three rotation of right-hand member in operation process, and this torsion shaft three drives rectangle cutter two rotation of torsion shaft three right-hand member in rotation, the earth of its underpart is cut in rotation and stirs with grout by each drill bit, the region being less than drill bit diameter between two drill bits on torsion shaft one both sides is cut and grout stirring by the arm one that stirs in each torsion shaft one in rotation, the region being less than drill bit diameter between two drill bits on torsion shaft two both sides is cut and grout stirring by the arm two that stirs in torsion shaft two in rotation, the soil cutting of left end is stirred into convex rectangle termination by the rectangle cutter two in the torsion shaft three of left end in rotation, the soil cutting of right-hand member is stirred into convex rectangle termination by the rectangle cutter two in the torsion shaft three of right-hand member in rotation, support bar one is pressed into process and forms about one two ends respectively with the L-shaped snap close stake of convex rectangle termination downwards,
The concrete structure of rectangular pile pile-formation machine comprises: support bar 2 31 times ends are fixed on motor 2 32 upper end, and motor two times ends are fixed on driving mechanism 3 33 upper 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 driving mechanism 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 driving mechanism 2 35; The lower end of driving mechanism one, driving mechanism two, driving mechanism 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 driving mechanism three and driving mechanism one, being respectively equipped with a drive shaft 1 between driving mechanism three and driving mechanism two, a connecting arm 46 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring cutter 39 respectively; The left back of driving mechanism one and left front export a drive shaft 2 44 respectively, the left end of this each drive shaft two fixes a rectangle cutter 1 respectively, the starboard quarter of driving mechanism two and right front export a drive shaft 2 44 respectively, and the right-hand member of this each drive shaft two fixes a rectangle cutter 1 respectively;
When rectangular pile pile-formation machine works, each drill bit is injected grout by high-pressure pump respectively, motor two drives driving mechanism three running, driving mechanism three is operated by the rotating drive driving mechanism one of drive shaft one, driving mechanism two in operation process, driving mechanism one drives the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in operation process, and driving mechanism two drives the drive shaft two of starboard quarter synchronous axial system relative to the drive shaft two of right front respectively in operation process, driving mechanism one, driving mechanism two, driving mechanism three drive drill bit rotational by the drilling rod of its lower end respectively, and the earth of its lower end and grout are stirred by three drill bits in rotation, two drive shafts one drive two connecting arms on each drive shaft one to drive in rotation respectively and stir cutter around drive shaft one rotation, stir cutter the part earth and grout that are less than drill bit diameter between every two drill bits to be stirred in rotation process, two drive shafts two of left end drive rectangle cutter one rotation on the drive shaft two of left end respectively in rotation, the soil body of the termination of left part and grout are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation, two drive shafts two of right-hand member drive rectangle cutter one rotation on the drive shaft two of right-hand member respectively in rotation, the soil body of the termination in right portion and grout are stirred into recessed rectangle termination by these two rectangle cuttves one in rotation, support bar two is pressed into process and forms about one two ends respectively with the cement-earth rectangle snap close stake of recessed rectangle termination downwards,
L stake pile-formation machine and rectangular pile pile-formation machine associated working process: first in the zero position needing pile axis, a cement-earth L-shaped snap close stake is manufactured according to the mode of operation of above-mentioned L stake pile-formation machine with L stake pile-formation machine, on the right side of this L-shaped snap close stake, the distance of the rectangle snap close stake in interval manufacture the 2nd cement-earth L-shaped snap close stake again, so manufacture one, multiple interval rectangle snap close pilespacing from multiple cement-earth L-shaped snap close stakes, when the soil cement intensity of the L-shaped snap close stake on both sides reaches certain intensity, again in spacing between every two L-shaped snap close stakes, a cement-earth rectangle snap close stake is manufactured according to the mode of operation of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the recessed rectangle termination of the rectangle snap close stake left end between every two L-shaped snap close stakes is made to be fit to the convex rectangle termination of left side L-shaped snap close stake right-hand member, the recessed rectangle termination of rectangle snap close stake right-hand member is fit to the convex rectangle termination of the right L-shaped snap close stake left end, so form the cement-soil pile of the cement-earth mutual rectangle snap close of rectangle snap close stake between multiple cement-earth L-shaped snap close stake and every two cement-earth L-shaped snap close stakes, for the gear soil of building foundation, antiseep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012319.7A CN105649029A (en) | 2015-12-31 | 2015-12-31 | Rectangular buckling equipment for L-shaped piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511012319.7A CN105649029A (en) | 2015-12-31 | 2015-12-31 | Rectangular buckling equipment for L-shaped piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105649029A true CN105649029A (en) | 2016-06-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511012319.7A Withdrawn CN105649029A (en) | 2015-12-31 | 2015-12-31 | Rectangular buckling equipment for L-shaped piles and rectangular piles |
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|---|---|
| CN (1) | CN105649029A (en) |
Cited By (4)
| 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 |
| CN105421406A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | L-shaped pile and rectangular pile rectangular latch equipment |
| CN105442549A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Semicircular inserting-connection equipment for L-shaped piles and rectangular piles |
| CN105442555A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Circular-arc eye-splice equipment for L-shaped piles and rectangular piles |
-
2015
- 2015-12-31 CN CN201511012319.7A patent/CN105649029A/en not_active Withdrawn
Cited By (4)
| 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 |
| CN105421406A (en) * | 2015-12-31 | 2016-03-23 | 叶连国 | L-shaped pile and rectangular pile rectangular latch equipment |
| CN105442549A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Semicircular inserting-connection equipment for L-shaped piles and rectangular piles |
| CN105442555A (en) * | 2015-12-31 | 2016-03-30 | 宋姝娴 | Circular-arc eye-splice equipment for L-shaped piles and rectangular piles |
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| WW01 | Invention patent application withdrawn after publication | ||
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Application publication date: 20160608 |