CN105672272A - X pile and rectangular pile arc-shaped buckling equipment - Google Patents
X pile and rectangular pile arc-shaped buckling equipment Download PDFInfo
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- CN105672272A CN105672272A CN201610088777.7A CN201610088777A CN105672272A CN 105672272 A CN105672272 A CN 105672272A CN 201610088777 A CN201610088777 A CN 201610088777A CN 105672272 A CN105672272 A CN 105672272A
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- 239000002689 soil Substances 0.000 claims abstract description 33
- 239000004567 concrete Substances 0.000 claims abstract description 29
- 239000002131 composite material Substances 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 3
- 230000005540 biological transmission Effects 0.000 claims description 111
- 238000003756 stirring Methods 0.000 claims description 33
- 238000000034 method Methods 0.000 claims description 23
- 238000005553 drilling Methods 0.000 claims description 17
- 239000004568 cement Substances 0.000 claims description 15
- 238000005520 cutting process Methods 0.000 claims description 14
- 238000004519 manufacturing process Methods 0.000 claims description 10
- 239000011083 cement mortar Substances 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 230000018044 dehydration Effects 0.000 claims description 2
- 238000006297 dehydration reaction Methods 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000005056 compaction Methods 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 1
- 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)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Structural Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to X pile and rectangular pile arc-shaped buckling equipment. The X pile and rectangular pile arc-shaped buckling equipment comprises an X pile forming machine and a rectangular pile forming machine; buckling piles with every two adjacent concrete X piles and a cemented soil rectangular pile between the two concrete X piles in mutual arc-shaped buckling connection and latticed distribution are manufactured; when rectangular pile cemented soil and X pile concrete both reach a certain strength, a soil body in space which are defined by the X piles and the rectangular piles is subject to vacuum water suction compaction, all cross sections of the space are quadrangular, and therefore a compact composite foundation is formed.
Description
Technical field
The present invention relates to a kind of arc and fasten the X stake and rectangular pile arc fastening equipment that use in equipment, particularly a kind of building foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, at present, pile body formed by the Soil-cement rig of other pattern is all the assembly of multiple soil cement cylinder, and not to be X-shaped concrete-pile fasten mutually with rectangle cement earth pile, the pile body of distributed in grid.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of X stake that can manufacture concrete X pile body and the mutual arc fastening of soil cement rectangular pile body fastens equipment with rectangular pile arc.
The present invention is achieved through the following technical solutions:
A kind of X stake fastens equipment with rectangular pile arc, including X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine includes following structure: being pressed into bar one lower end and be fixed on motor one upper end, motor one lower end is fixed with transmission case five; It is pressed into bar one bottom left end and is fixed with cross bar one, cross bar one left end bottom is fixed with armstand one, armstand one lower end is fixed with transmission case one, it is pressed into bar one bottom right-hand member and is fixed with cross bar two, cross bar two right-hand member bottom is fixed with armstand two, armstand two lower end is fixed with transmission case two, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three, cross bar three front lower portion is fixed with armstand three, armstand three lower end is fixed with transmission case three, being pressed into rear end, bar one bottom and be fixed with cross bar four, cross bar four rear end lower is fixed with armstand four, and armstand four lower end is fixed with transmission case four; Transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod, each drilling rod lower end fixes a drill bit respectively; It is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one, it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle two, the both sides of each torsion axle one are respectively equipped with a stirring knife one, each stirring knife one is fixed on the torsion axle one at its place by a tool arm, the both sides of each torsion axle two are respectively equipped with a stirring knife two, and each stirring knife two is fixed on the torsion axle two at its place by a tool arm; The right back of transmission case two and right front export one respectively and turn round axle three, the left back of transmission case one and left front export one respectively and turn round axle three, the right front of transmission case three and left front export one respectively and turn round axle three, the right back of transmission case four and left back export one respectively and turn round axle three, and the outer end of each torsion axle three fixes a recessed dise knife respectively.
Rectangular pile pile-formation machine includes following structure: being pressed into bar two lower end and be fixed on motor two upper end, driving box three upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with vertical rod one, and the lower end of vertical rod one is fixed with driving box one, is pressed into bar two bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with vertical rod two, and the lower end of vertical rod two is fixed with driving box two; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod, the lower end of each drilling rod is respectively equipped with a drill bit; Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle one, a linking arm is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter respectively.
The present invention has following feature:
The present invention can manufacture concrete X-shaped and fasten the pile body of stake and the mutual arc fastening of soil cement rectangle fastening stake, distributed in grid, for the consolidation process of soft damage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of X stake pile-formation machine;
Fig. 2 is the rearview of X stake pile-formation machine;
Fig. 3 is the A A direction view of Fig. 1;
Fig. 4 is the B B 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 the cross-sectional view of X stake and rectangular pile arc fastening, the pile body of distributed in grid.
In figure: 1, be pressed into bar one, 2, motor one, 3, transmission case five, 4, transmission case one, 5, transmission case two, 6, cross bar one, 7, cross bar two, 8, turn round axle one, 9, stirring knife one, 10, armstand one, 11, armstand two, 12, drilling rod, 13, drill bit, 14, cross bar three, 15, armstand three, 16, transmission case three, 17, cross bar four, 18, armstand four, 19, transmission case four, 20, turn round axle two, 21, tool arm, 22, stirring knife two, 23, turn round axle three, 26, recessed dise knife; 31, be pressed into bar two, 32, motor two, 33, driving box three, 34, driving box one, 35, driving box two, 36, transverse arm one, 37, transverse arm two, 38, drive axle one, 39, stir cutter, 40, vertical rod one, 41, vertical rod two, 46, linking arm.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes X stake pile-formation machine and rectangular pile pile-formation machine.
X stake pile-formation machine includes the structure in Fig. 1, Fig. 2, Fig. 3, Fig. 4, concrete structure is as follows: being pressed into bar 1 lower end and be fixed on motor 1 upper end, motor one lower end is fixed with transmission case 53, it is pressed into bar one bottom left end and is fixed with cross bar 1, cross bar one left end bottom is fixed with armstand 1, armstand one lower end is fixed with transmission case 1, it is pressed into bar one bottom right-hand member and is fixed with cross bar 27, cross bar two right-hand member bottom is fixed with armstand 2 11, armstand two lower end is fixed with transmission case 25, it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar 3 14, cross bar three front lower portion is fixed with armstand 3 15, armstand three lower end is fixed with transmission case 3 16, it is pressed into rear end, bar one bottom and is fixed with cross bar 4 17, cross bar four rear end lower is fixed with armstand 4 18, armstand four lower end is fixed with transmission case 4 19, transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod 12, each drilling rod lower end fixes a drill bit 13 respectively, it is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle 1, it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle 2 20, the both sides of each torsion axle one are respectively equipped with a stirring knife 1, each stirring knife one is fixed on the torsion axle one at its place by a tool arm 21, the both sides of each torsion axle two are respectively equipped with a stirring knife 2 22, and each stirring knife two is fixed on the torsion axle 2 20 at its place by a tool arm, the right back of transmission case two and right front export one respectively and turn round axle 3 23, the left back of transmission case one and left front export one respectively and turn round axle 3 23, the right front of transmission case three and left front export one respectively and turn round axle 3 23, the right back of transmission case four and left back export one respectively and turn round axle 3 23, and the outer end of each torsion axle three fixes a recessed dise knife 26 respectively.
The specific works mode of X stake pile-formation machine is as follows: be also equipped with provisions for grouting on pile frame, during work, each drill bit is irrigated water under high pressure by provisions for grouting respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two;Transmission case two drives two of right-hand member to turn round axle three in operation process and drives two recessed dise knifes rotations of right-hand member respectively, and transmission case one drives two of left end to turn round axles three in operation process and drives two recessed dise knifes rotations of left end respectively; Transmission case three drives two of front end to turn round axle three in operation process and drives two recessed dise knifes rotations of front end respectively, and transmission case four drives two of rear end to turn round axles three in operation process and drives two recessed dise knifes rotations of rear end respectively; The on-stream bit driven respectively through a drilling rod under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation; Five drill bits in rotation by the soil cutting of its underpart, stirring knife one in rotation by the unhewn soil cutting of drill bit between the drill bit of transmission case one lower end and two common tangents of the drill bit cylindrical of transmission case two lower end; Stirring knife two in rotation by the unhewn soil cutting of drill bit between the drill bit of transmission case three lower end and two common tangents of the drill bit cylindrical of transmission case four lower end; The soil cutting of right-hand member is become recessed rounded head by two recessed dise knifes of right-hand member in rotation, and the soil cutting of left end is become recessed rounded head by two recessed dise knifes of left end in rotation; The soil cutting of front end is become recessed rounded head by two recessed dise knifes of front end in rotation, and the soil cutting of rear end is become recessed rounded head by two recessed dise knifes of rear end in rotation; The soil body machined away is mixed in mud, and mud flows out from hole, is pressed into bar one and is pressed in process downwards and forms left, right, front and rear is respectively provided with the X hole of recessed rounded head, casting concrete, formation concrete X stake in this X hole.
Rectangular pile pile-formation machine includes the structure in Fig. 5, Fig. 6; Concrete structure is as follows: being pressed into bar 2 31 lower end and be fixed on motor 2 32 upper end, driving box 3 33 upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with vertical rod 1, the lower end of vertical rod one is fixed with driving box 1, it is pressed into bar two bottom right-hand member and is fixed with transverse arm 2 37, the right-hand member bottom of transverse arm two is fixed with vertical rod 2 41, and the lower end of vertical rod two is fixed with driving box 2 35; Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod 12, the lower end of each drilling rod is respectively equipped with a drill bit 13; Being respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drive axle 1, a linking arm 46 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter 39 respectively.
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, during work, each drill bit is injected separately into cement mortar by high-pressure pump, motor two drives driving box three operating, and driving box three drives driving box one, driving box two to operate by the rotation of driving axle one in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter in rotation process by the unhewn earth of drill bit between two common tangents of each two drill bit cylindrical and cement mortar stirring; It is pressed into bar two to be pressed in process downwards and form about one two ends be respectively provided with the soil cement rectangular pile of dome termination.
Rectangular pile two ends dome termination match with the recessed rounded head of X stake front, rear, left and right.
It is as follows with the pile body process of rectangular pile mutual arc fastening, distributed in grid that X stake pile-formation machine and rectangular pile pile-formation machine manufacture X stake: first in the position processed that needs reinforcement, a concrete X stake is manufactured according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, the distance being respectively separated a rectangular pile in the front, rear, left and right of this X stake manufactures a concrete X stake respectively, manufacture the concrete X stake of one the rectangular pile distance in an interval in the front, rear, left and right of each concrete X stake respectively, so manufacture multiple concrete X stakes, when the concrete strength of the X stake on both sides reaches a timing, again in the spacing between each two X stake, a soil cement rectangular pile is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the dome termination making the rectangular pile between each two X stake is fit to the recessed rounded head of X stake, so manufacture the adjacent concrete X stake of each two to be fastened and connected with the mutual arc of soil cement rectangular pile between, the fastening stake of distributed in grid, when the concrete of rectangular pile soil cement Yu X stake all reaches some strength, it is closely knit that soil body space that each cross section be tetragon in defined to X stake and rectangular pile carries out vacuum dehydration respectively, it is thusly-formed closely knit composite foundation.
Claims (2)
1. X stake fastens an equipment with rectangular pile arc, including X stake pile-formation machine and rectangular pile pile-formation machine; It is characterized in that:
The concrete structure of X stake pile-formation machine includes: being pressed into bar one (1) lower end and be fixed on motor one (2) upper end, motor one lower end is fixed with transmission case five (3), it is pressed into bar one bottom left end and is fixed with cross bar one (6), cross bar one left end bottom is fixed with armstand one (10), armstand one lower end is fixed with transmission case one (4), it is pressed into bar one bottom right-hand member and is fixed with cross bar two (7), cross bar two right-hand member bottom is fixed with armstand two (11), armstand two lower end is fixed with transmission case two (5), it is pressed into bar one bottom and is fixedly arranged at the front end with cross bar three (14), cross bar three front lower portion is fixed with armstand three (15), armstand three lower end is fixed with transmission case three (16), it is pressed into rear end, bar one bottom and is fixed with cross bar four (17), cross bar four rear end lower is fixed with armstand four (18), armstand four lower end is fixed with transmission case four (19), transmission case one, transmission case two, transmission case three, transmission case four, transmission case five lower end be respectively equipped with a drilling rod (12), each drilling rod lower end fixes a drill bit (13) respectively, it is connected with one between transmission case five and transmission case one, between transmission case five and transmission case two respectively and turns round axle one (8), it is connected with one between transmission case five and transmission case three, between transmission case five and transmission case four respectively and turns round axle two (20), the both sides of each torsion axle one are respectively equipped with a stirring knife one (9), each stirring knife one is fixed on the torsion axle one at its place by a tool arm (21), the both sides of each torsion axle two are respectively equipped with a stirring knife two (22), and each stirring knife two is fixed on the torsion axle two at its place by a tool arm, the right back of transmission case two and right front export one respectively and turn round axle three (23), the left back of transmission case one and left front export one respectively and turn round axle three (23), the right front of transmission case three and left front export one respectively and turn round axle three (23), the right back of transmission case four and left back export one respectively and turn round axle three (23), and the outer end of each torsion axle three fixes a recessed dise knife (26) respectively,
The specific works mode of X stake pile-formation machine: during the work of X stake pile-formation machine, each drill bit is irrigated water under high pressure by provisions for grouting respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives transmission case five operating, transmission case five is on-stream drives transmission case one and transmission case two operating respectively by the two of left and right rotations turning round axle one, and transmission case five is on-stream drives transmission case three and transmission case four operating respectively by the two of front and back rotations turning round axle two;Transmission case two drives two of right-hand member to turn round axle three in operation process and drives two recessed dise knifes rotations of right-hand member respectively, and transmission case one drives two of left end to turn round axles three in operation process and drives two recessed dise knifes rotations of left end respectively; Transmission case three drives two of front end to turn round axle three in operation process and drives two recessed dise knifes rotations of front end respectively, and transmission case four drives two of rear end to turn round axles three in operation process and drives two recessed dise knifes rotations of rear end respectively; The on-stream bit driven respectively through a drilling rod under it under it of transmission case one, transmission case two, transmission case three, transmission case four, transmission case five; Turn round axle one for two drives stirring knife one to rotate respectively through tool arm thereon in rotation, turns round axle two for two and drives stirring knife two to rotate respectively through tool arm thereon in rotation; Five drill bits in rotation by the soil cutting of its underpart, stirring knife one in rotation by the unhewn soil cutting of drill bit between the drill bit of transmission case one lower end and two common tangents of the drill bit cylindrical of transmission case two lower end; Stirring knife two in rotation by the unhewn soil cutting of drill bit between the drill bit of transmission case three lower end and two common tangents of the drill bit cylindrical of transmission case four lower end; The soil cutting of right-hand member is become recessed rounded head by two recessed dise knifes of right-hand member in rotation, and the soil cutting of left end is become recessed rounded head by two recessed dise knifes of left end in rotation; The soil cutting of front end is become recessed rounded head by two recessed dise knifes of front end in rotation, and the soil cutting of rear end is become recessed rounded head by two recessed dise knifes of rear end in rotation; The soil body machined away is mixed in mud, and mud flows out from hole, is pressed into bar one and is pressed in process downwards and forms left, right, front and rear is respectively provided with the X hole of recessed rounded head, casting concrete, formation concrete X stake in this X hole;
The concrete structure of rectangular pile pile-formation machine includes: being pressed into bar two (31) lower end and be fixed on motor two (32) upper end, driving box three (33) upper end is fixed in motor two lower end; It is pressed into bar two bottom left end and is fixed with transverse arm one (36), the left end bottom of transverse arm one is fixed with vertical rod one (40), the lower end of vertical rod one is fixed with driving box one (34), it is pressed into bar two bottom right-hand member and is fixed with transverse arm two (37), the right-hand member bottom of transverse arm two is fixed with vertical rod two (41), and the lower end of vertical rod two is fixed with driving box two (35); Driving box one, driving box two, driving box three lower end be respectively equipped with a drilling rod (12), the lower end of each drilling rod is respectively equipped with a drill bit (13); It is respectively equipped with one between driving box three and driving box one, between driving box three and driving box two and drives axle one (38), a linking arm (46) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring cutter (39) respectively;
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit is injected separately into cement mortar by high-pressure pump, motor two drives driving box three operating, and driving box three drives driving box one, driving box two to operate by the rotation of driving axle one in operation process; Driving box one, driving box two, driving box three drive drill bit to rotate respectively through the drilling rod of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits in rotation; Two drive axle one to drive two linking arms on each driving axle one to drive stirring cutter around driving axle one rotation in rotation respectively, stir cutter in rotation process by the unhewn earth of drill bit between two common tangents of each two drill bit cylindrical and cement mortar stirring; It is pressed into bar two to be pressed in process downwards and form about one two ends be respectively provided with the soil cement rectangular pile of dome termination;
X stake pile-formation machine and rectangular pile pile-formation machine manufacture the work process of X stake and the mutual arc fastening of rectangular pile, the pile body of distributed in grid: first in the position processed that needs reinforcement, a concrete X stake is manufactured according to the working method of above-mentioned X stake pile-formation machine with X stake pile-formation machine, the distance being respectively separated a rectangular pile in the front, rear, left and right of this X stake manufactures a concrete X stake respectively, manufacture the concrete X stake of one the rectangular pile distance in an interval in the front, rear, left and right of each concrete X stake respectively, so manufacture multiple concrete X stakes;When the concrete strength of the X stake on both sides reaches a timing, again in the spacing between each two X stake, a soil cement rectangular pile is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, the dome termination making the rectangular pile between each two X stake is fit to the recessed rounded head of X stake, so manufacture the adjacent concrete X stake of each two to be fastened and connected with the mutual arc of soil cement rectangular pile between, the fastening stake of distributed in grid, when the concrete of rectangular pile soil cement Yu X stake all reaches some strength, it is closely knit that soil body space that each cross section be tetragon in defined to X stake and rectangular pile carries out vacuum dehydration respectively, it is thusly-formed closely knit composite foundation.
2. X stake according to claim 1 and rectangular pile arc fasten equipment, it is characterised in that: rectangular pile two ends dome termination match with the recessed rounded head of X stake front, rear, left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088777.7A CN105672272A (en) | 2016-02-18 | 2016-02-18 | X pile and rectangular pile arc-shaped buckling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088777.7A CN105672272A (en) | 2016-02-18 | 2016-02-18 | X pile and rectangular pile arc-shaped buckling equipment |
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| Publication Number | Publication Date |
|---|---|
| CN105672272A true CN105672272A (en) | 2016-06-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088777.7A Pending CN105672272A (en) | 2016-02-18 | 2016-02-18 | X pile and rectangular pile arc-shaped buckling equipment |
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| Country | Link |
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| CN (1) | CN105672272A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649055A (en) * | 2016-02-18 | 2016-06-08 | 吕文娥 | Arc-shaped joint equipment for X piles and rectangular piles |
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| 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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- 2016-02-18 CN CN201610088777.7A patent/CN105672272A/en active Pending
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| KR20130094449A (en) * | 2012-02-16 | 2013-08-26 | 노지연 | Apparatus and method for continuous hole drilling |
| CN104612141A (en) * | 2015-02-28 | 2015-05-13 | 张璐 | T-shaped stirring drilling machine |
| CN105113494A (en) * | 2015-08-09 | 2015-12-02 | 刘玉秋 | N-shaped retaining pile forming 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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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649055A (en) * | 2016-02-18 | 2016-06-08 | 吕文娥 | Arc-shaped joint equipment for X piles and rectangular piles |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160615 |
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| RJ01 | Rejection of invention patent application after publication |