CN105714806A - Orthohexagonal-pile and cross-pile inserting and buckling device - Google Patents
Orthohexagonal-pile and cross-pile inserting and buckling device Download PDFInfo
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- CN105714806A CN105714806A CN201610123006.7A CN201610123006A CN105714806A CN 105714806 A CN105714806 A CN 105714806A CN 201610123006 A CN201610123006 A CN 201610123006A CN 105714806 A CN105714806 A CN 105714806A
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- driving box
- pile
- cross
- axle
- regular hexagon
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- 239000002689 soil Substances 0.000 claims abstract description 46
- 238000003756 stirring Methods 0.000 claims description 40
- 239000004568 cement Substances 0.000 claims description 27
- 238000000034 method Methods 0.000 claims description 23
- 238000005553 drilling Methods 0.000 claims description 15
- 238000005520 cutting process Methods 0.000 claims description 12
- 239000011083 cement mortar Substances 0.000 claims description 11
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000004519 manufacturing process Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 239000011440 grout Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000003786 synthesis reaction Methods 0.000 claims description 2
- 230000002265 prevention Effects 0.000 abstract 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
- E02D5/22—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
- 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
- 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
- E02D2200/165—Shapes polygonal
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Fluid Mechanics (AREA)
- Environmental & Geological Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
An orthohexagonal-pile and cross-pile inserting and buckling device comprises a cross-pile forming machine and an orthohexagonal-pile forming machine. A plurality of cement-soil cross piles are manufactured, and an orthohexagonal gap is formed between every two adjacent cross piles. When the cement-soil strength of the cross piles on two sides reaches a certain extent, a concrete orthohexagonal pile is manufactured in the orthohexagonal gap between every two adjacent cross piles by the orthohexagonal-pile forming machine according to the working mode of the orthohexagonal-pile forming machine, so that a piling wall is formed in the way that the plurality of cement-soil cross piles and the concrete orthohexagonal piles between every two adjacent cross piles are mutually inserted and buckled to be used for soil retaining and leakage prevention of building foundations.
Description
Technical field
The present invention relates to the regular hexagon stake and cross pile buckle device that use in a kind of buckle device, particularly a kind of 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, is not the piling wall of soil cement cross pile and the concrete mutual eye-splice of regular hexagon stake.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of regular hexagon stake that can manufacture soil cement cross pile and the concrete mutual eye-splice of regular hexagon stake and cross pile buckle device.
The present invention is achieved through the following technical solutions:
A kind of regular hexagon stake and cross pile buckle device, including cross pile pile-formation machine and regular hexagon stake pile-formation machine.
Cross pile 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 driving box 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 driving box 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 driving box 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 driving box 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 driving box four；Driving box one, driving box two, driving box three, driving box four, driving box five lower end be respectively equipped with a drilling rod one, each drilling rod one lower end fixes a drill bit one respectively；It is connected with one between driving box five and driving box one, between driving box five and driving box two respectively and turns round axle one, it is connected with one between driving box five and driving box three, between driving box five and driving box 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 driving box two and right front export one respectively and turn round axle three, and the right-hand member of this each torsion axle three fixes a triangular knife one respectively, and the right-hand member of driving box two exports one and turns round axle four, and this right-hand member turning round axle four fixes a stirring knife three；The left back of driving box one and left front export one respectively and turn round axle three, and the left end of this each torsion axle three fixes a triangular knife one respectively, and the left end of driving box one exports one and turns round axle four, and this left end turning round axle four fixes a stirring knife three.
Regular hexagon stake pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower end is provided with change speed gear box, and the output shaft of change speed gear box lower end is fixed with drill bit two；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle, and the outer end of each rotation axle fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture the piling wall of soil cement cross pile and the concrete mutual eye-splice of regular hexagon stake, for the gear soil on building basis, antiseepage.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of cross pile pile-formation machine；
Fig. 2 is the rearview of cross pile 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 regular hexagon stake pile-formation machine；
Fig. 6 is the D D view of Fig. 5；
Fig. 7 is the cross-sectional view of regular hexagon stake and cross pile eye-splice.
In figure: 1, be pressed into bar one, 2, motor one, 3, driving box five, 4, driving box one, 5, driving box 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 one, 13, drill bit one, 14, cross bar three, 15, armstand three, 16, driving box three, 17, cross bar four, 18, armstand four, 19, driving box four, 20, turn round axle two, 21, tool arm, 22, stirring knife two, 23, axle three is turned round, 24, triangular knife one, 28, turn round axle four, 29, stirring knife three；31, drilling rod two, 32, motor two, 33, change speed gear box, 34, drill bit two, 35, rotate axle, 36, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes cross pile pile-formation machine and regular hexagon stake pile-formation machine.
Cross pile 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 driving box 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 driving box 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 driving box 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 driving box 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 driving box 4 19；Driving box one, driving box two, driving box three, driving box four, driving box five lower end be respectively equipped with a drilling rod 1, each drilling rod one lower end fixes a drill bit 1 respectively；It is connected with one between driving box five and driving box one, between driving box five and driving box two respectively and turns round axle 1, it is connected with one between driving box five and driving box three, between driving box five and driving box 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 two at its place by a tool arm；The right back of driving box two and right front export one respectively and turn round axle 3 23, and the right-hand member of this each torsion axle three fixes a triangular knife 1 respectively, and the right-hand member of driving box two exports one and turns round axle 4 28, and this right-hand member turning round axle four fixes a stirring knife 3 29；The left back of driving box one and left front export one respectively and turn round axle 3 23, and the left end of this each torsion axle three fixes a triangular knife 1 respectively, and the left end of driving box one exports one and turns round axle 4 28, and this left end turning round axle four fixes a stirring knife 3 29.
The specific works mode of cross pile pile-formation machine is as follows: be also equipped with provisions for grouting on pile frame, during work, provisions for grouting is to each drill bit one grout injection respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives driving box five operating, driving box five is on-stream drives driving box one and driving box two operating respectively by the two of left and right rotations turning round axle one, and driving box five is on-stream drives driving box three and driving box four operating respectively by the two of front and back rotations turning round axle two；Driving box two drives two of right-hand member to turn round axle three in operation process and drives two triangular knifes one rotation of right-hand member, and driving box two simultaneously drives the axle four of turning round of right-hand member and drives stirring knife three rotation of right-hand member；Driving box one drives two of left end to turn round axle three in operation process and drives two triangular knifes one rotation of left end, and driving box one simultaneously drives the axle four of turning round of left end and drives stirring knife three rotation of left end；An on-stream drill bit one rotation driven respectively through a drilling rod one under it under it of driving box one, driving box two, driving box three, driving box four, driving box 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；The earth of its underpart is cut and cement mortar stirring by five drill bits one in rotation, and the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right is stirred with cement mortar by stirring knife one in rotation process；The unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals is stirred with cement mortar by stirring knife two in rotation process；The soil cutting of right-hand member and cement mortar are stirred into recessed trapezoidal termination by two triangular knifes one of right-hand member and stirring knife three in rotation, and the soil cutting of left end and cement mortar are stirred into recessed trapezoidal termination by two triangular knifes one of left end and stirring knife three in rotation；It is pressed into bar one to be pressed in process downwards and form about one two ends be respectively provided with the soil cement cross pile of recessed trapezoidal termination.
Regular hexagon stake pile-formation machine includes the structure in Fig. 5, Fig. 6；Concrete structure is as follows: the upper end of the lower end fixed motor 2 32 of drilling rod 2 31, and motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle 35, and the outer end of each rotation axle fixes a triangular knife 2 36 respectively.
The specific works mode of regular hexagon stake pile-formation machine is as follows: during work, drill bit two is irrigated water under high pressure by grouting pump, motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Change speed gear box drive respectively in operation process left end, left back end, left front end, right-hand member, right rear end, right front ends rotation axle drive the rotation of a triangular knife two respectively, six triangular knifes two in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms regular hexagon hole in being pressed into process, casting concrete, formation concrete regular hexagon stake in this regular hexagon hole.
After two cross pile left and right are involutory, to joint close the right and left recessed trapezoidal to synthesis one regular hexagon.
Cross pile pile-formation machine is as follows with regular hexagon stake pile-formation machine associated working process: in the original position needing pile axis, a soil cement cross pile is manufactured according to the working method of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, second soil cement cross pile is manufactured on the right side of this cross pile, make recessed trapezoidal in first soil cement cross pile right-hand member of second soil cement cross pile left end recessed trapezoidal involutory, so manufacture the multiple soil cement cross piles accompanying a regular hexagon gap between the cross pile that each two is adjacent；When the soil cement intensity of the cross pile on both sides reaches a timing, again in the regular hexagon gap between each two cross pile, a concrete regular hexagon stake is manufactured according to the working method of above-mentioned regular hexagon stake pile-formation machine with regular hexagon stake pile-formation machine, the convex trapezoidal of concrete regular hexagon stake left end between each two soil cement cross pile is made to be fit to the recessed trapezoidal of left side cross pile right-hand member, the convex trapezoidal of concrete regular hexagon stake right-hand member is fit to the recessed trapezoidal of the right soil cement cross pile left end, the piling wall of the concrete mutual eye-splice of regular hexagon stake being thusly-formed between multiple soil cement cross pile and each two cross pile, gear soil for building basis, antiseep.
Claims (3)
1. regular hexagon stake and a cross pile buckle device, including cross pile pile-formation machine and regular hexagon stake pile-formation machine, it is characterised in that:
The concrete structure of cross pile 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 driving box 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 driving box 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 driving box 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 driving box 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 driving box four (19)；Driving box one, driving box two, driving box three, driving box four, driving box five lower end be respectively equipped with a drilling rod one (12), each drilling rod one lower end fixes a drill bit one (13) respectively；It is connected with one between driving box five and driving box one, between driving box five and driving box two respectively and turns round axle one (8), it is connected with one between driving box five and driving box three, between driving box five and driving box 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 driving box two and right front export one respectively and turn round axle three (23), the right-hand member of this each torsion axle three fixes a triangular knife one (24) respectively, the right-hand member of driving box two exports one and turns round axle four (28), and this right-hand member turning round axle four fixes a stirring knife three (29)；The left back of driving box one and left front export one respectively and turn round axle three (23), the left end of this each torsion axle three fixes a triangular knife one (24) respectively, the left end of driving box one exports one and turns round axle four (28), and this left end turning round axle four fixes a stirring knife three (29).
2. the specific works mode of cross pile pile-formation machine: during the work of cross pile pile-formation machine, provisions for grouting is to each drill bit one grout injection respectively, it is pressed into bar one during work to apply downward to be pressed into power, motor one drives driving box five operating, driving box five is on-stream drives driving box one and driving box two operating respectively by the two of left and right rotations turning round axle one, and driving box five is on-stream drives driving box three and driving box four operating respectively by the two of front and back rotations turning round axle two；Driving box two drives two of right-hand member to turn round axle three in operation process and drives two triangular knifes one rotation of right-hand member, and driving box two simultaneously drives the axle four of turning round of right-hand member and drives stirring knife three rotation of right-hand member；Driving box one drives two of left end to turn round axle three in operation process and drives two triangular knifes one rotation of left end, and driving box one simultaneously drives the axle four of turning round of left end and drives stirring knife three rotation of left end；An on-stream drill bit one rotation driven respectively through a drilling rod one under it under it of driving box one, driving box two, driving box three, driving box four, driving box 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；The earth of its underpart is cut and cement mortar stirring by five drill bits one in rotation, and the unhewn soil cutting of drill bit one between two common tangents of two drill bit one cylindricals in left and right is stirred with cement mortar by stirring knife one in rotation process；The unhewn soil cutting of drill bit one between two common tangents of former and later two drill bit one cylindricals is stirred with cement mortar by stirring knife two in rotation process；The soil cutting of right-hand member and cement mortar are stirred into recessed trapezoidal termination by two triangular knifes one of right-hand member and stirring knife three in rotation, and the soil cutting of left end and cement mortar are stirred into recessed trapezoidal termination by two triangular knifes one of left end and stirring knife three in rotation；It is pressed into bar one to be pressed in process downwards and form about one two ends be respectively provided with the soil cement cross pile of recessed trapezoidal termination；
The concrete structure of regular hexagon stake pile-formation machine: the upper end of the lower end fixed motor 2 32 of drilling rod 2 31, motor two lower end is provided with change speed gear box 33, and the output shaft of change speed gear box lower end is fixed with drill bit 2 34；The left end of change speed gear box, left back end, left front end, right-hand member, right rear end, right front ends export one respectively and rotate axle 35, and the outer end of each rotation axle fixes a triangular knife 2 36 respectively；
The specific works mode of regular hexagon stake pile-formation machine: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, change speed gear box drives drill bit two to rotate in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower end；Change speed gear box drive respectively in operation process left end, left back end, left front end, right-hand member, right rear end, right front ends rotation axle drive the rotation of a triangular knife two respectively, six triangular knifes two in rotary course by the soil cutting at six angles；The soil body machined away is mixed in mud, and water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two forms regular hexagon hole in being pressed into process, casting concrete, formation concrete regular hexagon stake in this regular hexagon hole；
Cross pile pile-formation machine and regular hexagon stake pile-formation machine associated working process: in the original position needing pile axis, a soil cement cross pile is manufactured according to the working method of above-mentioned cross pile pile-formation machine with cross pile pile-formation machine, second soil cement cross pile is manufactured on the right side of this cross pile, make recessed trapezoidal in first soil cement cross pile right-hand member of second soil cement cross pile left end recessed trapezoidal involutory, so manufacture the multiple soil cement cross piles accompanying a regular hexagon gap between the cross pile that each two is adjacent；When the soil cement intensity of the cross pile on both sides reaches a timing, again in the regular hexagon gap between each two cross pile, a concrete regular hexagon stake is manufactured according to the working method of above-mentioned regular hexagon stake pile-formation machine with regular hexagon stake pile-formation machine, the convex trapezoidal of concrete regular hexagon stake left end between each two soil cement cross pile is made to be fit to the recessed trapezoidal of left side cross pile right-hand member, the convex trapezoidal of concrete regular hexagon stake right-hand member is fit to the recessed trapezoidal of the right soil cement cross pile left end, the piling wall of the concrete mutual eye-splice of regular hexagon stake being thusly-formed between multiple soil cement cross pile and each two cross pile, gear soil for building basis, antiseep.
3. regular hexagon stake according to claim 1 and cross pile buckle device, it is characterised in that: after two cross pile left and right are involutory, recessed trapezoidal to one regular hexagon of synthesis to joint close the right and left.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123006.7A CN105714806A (en) | 2016-03-04 | 2016-03-04 | Orthohexagonal-pile and cross-pile inserting and buckling device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123006.7A CN105714806A (en) | 2016-03-04 | 2016-03-04 | Orthohexagonal-pile and cross-pile inserting and buckling device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105714806A true CN105714806A (en) | 2016-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610123006.7A Pending CN105714806A (en) | 2016-03-04 | 2016-03-04 | Orthohexagonal-pile and cross-pile inserting and buckling device |
Country Status (1)
| Country | Link |
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| CN (1) | CN105714806A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604037A (en) * | 2016-03-04 | 2016-05-25 | 韩希鹏 | Orthohexagonal pile and cross-shaped pile locking equipment |
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- 2016-03-04 CN CN201610123006.7A patent/CN105714806A/en active Pending
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|---|---|---|---|---|
| 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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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105604037A (en) * | 2016-03-04 | 2016-05-25 | 韩希鹏 | Orthohexagonal pile and cross-shaped pile locking equipment |
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Application publication date: 20160629 |