CN105625415A - V-shaped connector wall-forming equipment for triangular piles and rectangular piles - Google Patents
V-shaped connector wall-forming equipment for triangular piles and rectangular piles Download PDFInfo
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- CN105625415A CN105625415A CN201610138639.5A CN201610138639A CN105625415A CN 105625415 A CN105625415 A CN 105625415A CN 201610138639 A CN201610138639 A CN 201610138639A CN 105625415 A CN105625415 A CN 105625415A
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- concrete
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- 239000002689 soil Substances 0.000 claims abstract description 18
- 238000004519 manufacturing process Methods 0.000 claims description 21
- 238000005553 drilling Methods 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 15
- 238000005520 cutting process Methods 0.000 claims description 12
- 238000003756 stirring Methods 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 230000015572 biosynthetic process Effects 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 239000011440 grout Substances 0.000 claims description 3
- 239000004568 cement Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
-
- 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
- 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
-
- 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
- E02D2200/1678—Shapes triangular
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses V-shaped connector wall-forming equipment for triangular piles and rectangular piles. The V-shaped connector wall-forming equipment comprises a rectangular pile forming machine and a triangular pile forming machine. A plurality of concrete triangular piles are manufactured at intervals of one rectangular pile. One concrete rectangular pile is manufactured in each clearance between every two adjacent triangular piles through the rectangular pile forming machine according to the operating mode of the rectangular pile forming machine. One concrete rectangular pile is manufactured on the front portion of each odd-numbered triangular pile, and one concrete rectangular pile is manufactured on the back portion of each even-numbered triangular pile, so that the multiple concrete triangular piles, the concrete rectangular piles between every two triangular piles, the rectangular piles on the front portions of the odd-numbered triangular piles, and the rectangular piles on the back portions of the even-numbered triangular piles are connected with one another in a V-shaped connector mode to form a piling wall used for soil retaining and seepage preventing of building foundations.
Description
Technical field
The present invention relates to a kind of stake body V shape interface and become wall equipment, the triangular pile of the manufacture stake wall particularly used in a kind of foundation works becomes wall equipment with rectangular pile V shape interface.
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, it is all become by multiple cement-earth cylinder overlap joint for the cement-soil pile of the consolidation process of weak base foundation.
Summary of the invention
The present invention compensate for above shortcoming, it provides a kind of triangular pile that can manufacture rectangular pile V shape interface formation stake wall mutual to triangular pile becomes wall equipment with rectangular pile V shape interface.
The present invention is achieved through the following technical solutions:
A kind of triangular pile becomes wall equipment with rectangular pile V shape interface, comprises rectangular pile pile-formation machine and triangular pile pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creeps into the lower end of bar and is fixed on electric motor one upper end, and electric motor is once held and is fixed on power case three upper end; Creep into bar bottom left end and it is fixed with transverse arm one, the left end bottom of transverse arm one is fixed with armstand one, and the lower end of armstand one is fixed with power case one, creeps into bar bottom right-hand member and is fixed with transverse arm two, the right-hand member bottom of transverse arm two is fixed with armstand two, and the lower end of armstand two is fixed with power case two; The lower end of power case one, power case two, power case three is respectively equipped with a drilling rod one, and the lower end of each drilling rod one is respectively equipped with a drill bit one; Between power case three and power case one, being respectively equipped with a drive shaft one between power case three and power case 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 blade respectively; The starboard quarter of power case two and right front export a drive shaft two respectively, and the right-hand member of this each drive shaft two fixes a triangular knife one respectively; The left back of power case one and left front export a drive shaft two respectively, and the left end of this each drive shaft two fixes a triangular knife one respectively.
Triangular pile pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of drilling rod two, and electric motor two times ends are provided with wheel box, and the output shaft of the lower end of wheel box is fixed with drill bit two; Wheel box to left front portion, right front portion, rear portion export a power shaft respectively, the outer end of each power shaft fixes a triangular knife two respectively.
The present invention has following feature:
The stake wall that the present invention can manufacture the concrete rectangular stake between multiple concrete triangular pile with every two triangular piles and single sequence number triangular pile mutual V shape interface of rectangular pile anterior, two sequence number triangular pile rear portion is connected, antiseep native for the gear 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 rectangular pile pile-formation machine;
Fig. 2 is the A A view of Fig. 1;
Fig. 3 is the structural representation of triangular pile pile-formation machine;
Fig. 4 is the B B view of Fig. 3;
Fig. 5 is the cross-sectional view of the stake wall that the mutual V shape interface of rectangular pile and triangular pile is formed.
In figure: 1, creep into bar, 2, electric motor one, 3, power case three, 4, power case one, 5, power case two, 6, transverse arm one, 7, transverse arm two, 8, drive shaft one, 9, stirring blade, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, drive shaft two, 15, triangular knife one, 16, connecting arm, 21, drilling rod two, 22, electric motor two, 23, wheel box, 24, drill bit two, 25, power shaft, 26, triangular knife two.
Embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises rectangular pile pile-formation machine and triangular pile pile-formation machine.
Rectangular pile pile-formation machine comprises the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creeping into bar 1 time end and be fixed on electric motor 1 upper end, electric motor is once held and is fixed on power case 33 upper end; Creep into bar bottom left end and it is fixed with transverse arm 1, the left end bottom of transverse arm one is fixed with armstand 1, and the lower end of armstand one is fixed with power case 1, creeps into bar bottom right-hand member and is fixed with transverse arm 27, the right-hand member bottom of transverse arm two is fixed with armstand 2 11, and the lower end of armstand two is fixed with power case 25; The lower end of power case one, power case two, power case three is respectively equipped with a drilling rod 1, and the lower end of each drilling rod one is respectively equipped with a drill bit 1; Between power case three and power case one, being respectively equipped with a drive shaft 1 between power case three and power case two, a connecting arm 16 is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring blade 9 respectively; The starboard quarter of power case two and right front export a drive shaft 2 14 respectively, and the right-hand member of this each drive shaft two fixes a triangular knife 1 respectively; The left back of power case one and left front export a drive shaft 2 14 respectively, and the left end of this each drive shaft two fixes a triangular knife 1 respectively.
The concrete mode of operation of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, during work, each drill bit one is injected high pressure water by grouting pump respectively, electric motor one drives power case three running, power case three is operated by the rotating drive power case one of drive shaft one, power case two in operation process, and power case 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; Power case one drives the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in running; Power case one, power case two, power case three drive drill bit one rotation by the drilling rod one of its lower end respectively, three drill bits one in rotation by the soil cutting of its lower end; Two drive shafts one drive two connecting arms on each drive shaft one to drive stirring blade around drive shaft one rotation respectively in rotation, stirring blade in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two drive shafts two of right-hand member drive triangular knife one rotation on two drive shafts two of right-hand member respectively in rotation, and the soil cutting of the termination in right portion is become recessed V shape by two triangular knifes one of right-hand member in rotation; Two drive shafts two of left end drive triangular knife one rotation on two drive shafts two of left end respectively in rotation, and the soil cutting of the termination of left part is become recessed V shape by two triangular knifes one of left end in rotation; The soil body machined away is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, creeps into bar and is pressed into process formation about one two ends downwards respectively with the rectangle hole of recessed V shape, casting concrete, formation concrete rectangular stake in this rectangle hole.
Triangular pile pile-formation machine comprises the structure in Fig. 3, Fig. 4; Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and electric motor two times ends are provided with wheel box 23, and the output shaft of the lower end of wheel box is fixed with drill bit 2 24; Wheel box to left front portion, right front portion, rear portion export a power shaft 25 respectively, the outer end of each power shaft fixes a triangular knife 2 26 respectively.
The concrete mode of operation of triangular pile pile-formation machine is as follows: during work, drill bit two is poured into high pressure water by grout pump, electric motor two drives wheel box to operate, wheel box drives drill bit two rotation in operation process, the soil cutting that drill bit two will be held under drill bit in rotary course; Wheel box drive respectively in operation process left front portion, right front portion, rear portion power shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles; The soil body machined away is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in the process of being pressed into, casting concrete, formation concrete triangular pile in this hole.
The convex V shape at three angles of triangular pile and the recessed V shape at two ends, rectangular pile left and right are coincide.
The mode of operation that rectangular pile pile-formation machine and triangular pile pile-formation machine associated working manufacture V shape interface stake wall is as follows: needing the zero position of pile axis, with the mode of operation manufacture 1. number concrete triangular pile of triangular pile pile-formation machine according to above-mentioned triangular pile pile-formation machine, at the distance manufacture 2. number concrete triangular pile of the rectangular pile in right lateral side interval of 1. number triangular pile, at the distance manufacture 3. number concrete triangular pile of the rectangular pile in forward right side interval of 2. number triangular pile, at the distance manufacture 4. number concrete triangular pile of the rectangular pile in right lateral side interval of 3. number triangular pile, so manufacture the concrete triangular pile of the rectangular pile distance in multiple intervals, when the concrete strength of the triangular pile on both sides reaches a timing, manufacture a concrete rectangular stake according to the mode of operation of above-mentioned rectangular pile pile-formation machine in distance between every two adjacent triangular piles, with rectangular pile pile-formation machine, make the recessed V shape of the rectangular pile between every two triangular piles be fit to the convex V shape of both sides triangular pile, in the front portion of each single sequence number triangular pile, manufacture a concrete rectangular stake, make the recessed V shape of this rectangular pile be fit to the convex V shape of single sequence number triangular pile front end, at the rear portion of each two sequence number triangular pile, manufacture a concrete rectangular stake, make the recessed V shape of this rectangular pile be fit to the convex V shape of two sequence number triangular pile rear end, so form the concrete rectangular stake between multiple concrete triangular pile and every two triangular piles and stake wall that single sequence number triangular pile mutual V shape interface of rectangular pile anterior, two sequence number triangular pile rear portion is connected, antiseep native for the gear of building foundation.
Claims (2)
1. triangular pile becomes a wall equipment with rectangular pile V-slot, comprises rectangular pile pile-formation machine and triangular pile pile-formation machine, it is characterised in that:
The concrete structure of rectangular pile pile-formation machine comprises: creeps into bar (1) lower end and is fixed on electric motor one (2) upper end, and electric motor is once held and is fixed on power case three (3) upper end; Creep into bar bottom left end and it is fixed with transverse arm one (6), the left end bottom of transverse arm one is fixed with armstand one (10), the lower end of armstand one is fixed with power case one (4), creep into bar bottom right-hand member and it is fixed with transverse arm two (7), the right-hand member bottom of transverse arm two is fixed with armstand two (11), and the lower end of armstand two is fixed with power case two (5); The lower end of power case one, power case two, power case three is respectively equipped with a drilling rod one (12), and the lower end of each drilling rod one is respectively equipped with a drill bit one (13); Between power case three and power case one, between power case three and power case two, it is respectively equipped with a drive shaft one (8), a connecting arm (16) is fixed on the middle both sides of every drive shaft one respectively, and the outer end of each connecting arm fixes a stirring blade (9) respectively; The starboard quarter of power case two and right front export a drive shaft two (14) respectively, and the right-hand member of this each drive shaft two fixes a triangular knife one (15) respectively; The left back of power case one and left front export a drive shaft two (14) respectively, and the left end of this each drive shaft two fixes a triangular knife one (15) respectively;
The concrete mode of operation of rectangular pile pile-formation machine: when rectangular pile pile-formation machine works, each drill bit one is injected high pressure water by grouting pump respectively, electric motor one drives power case three running, power case three is operated by the rotating drive power case one of drive shaft one, power case two in operation process, and power case 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; Power case one drives the drive shaft two of left back synchronous axial system relative to the drive shaft two of left front respectively in running; Power case one, power case two, power case three drive drill bit one rotation by the drilling rod one of its lower end respectively, three drill bits one in rotation by the soil cutting of its lower end; Two drive shafts one drive two connecting arms on each drive shaft one to drive stirring blade around drive shaft one rotation respectively in rotation, stirring blade in rotation process by between every two drill bits one, between two common tangents of two drill bit one cylindricals, the unhewn soil cutting of drill bit one, two drive shafts two of right-hand member drive triangular knife one rotation on two drive shafts two of right-hand member respectively in rotation, and the soil cutting of the termination in right portion is become recessed V shape by two triangular knifes one of right-hand member in rotation; Two drive shafts two of left end drive triangular knife one rotation on two drive shafts two of left end respectively in rotation, and the soil cutting of the termination of left part is become recessed V shape by two triangular knifes one of left end in rotation; The soil body machined away is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, creeps into bar and is pressed into process formation about one two ends downwards respectively with the rectangle hole of recessed V shape, casting concrete, formation concrete rectangular stake in this rectangle hole;
The concrete structure of triangular pile pile-formation machine: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, electric motor two times ends are provided with wheel box 23, and the output shaft of the lower end of wheel box is fixed with drill bit 2 24; Wheel box to left front portion, right front portion, rear portion export a power shaft 25 respectively, the outer end of each power shaft fixes a triangular knife 2 26 respectively;
The concrete mode of operation of triangular pile pile-formation machine: during work, drill bit two is poured into high pressure water by grout pump, electric motor two drives wheel box to operate, and wheel box drives drill bit two rotation in operation process, the soil cutting that drill bit two will be held under drill bit in rotary course; Wheel box drive respectively in operation process left front portion, right front portion, rear portion power shaft drive the rotation of a triangular knife two respectively, three triangular knifes two in rotary course by the soil cutting at three angles; The soil body machined away is mixed in mud, and high pressure water constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in the process of being pressed into, casting concrete, formation concrete triangular pile in this hole;
Rectangular pile pile-formation machine and triangular pile pile-formation machine associated working manufacture the mode of operation of V shape interface stake wall: needing the zero position of pile axis, with the mode of operation manufacture 1. number concrete triangular pile of triangular pile pile-formation machine according to above-mentioned triangular pile pile-formation machine, at the distance manufacture 2. number concrete triangular pile of the rectangular pile in right lateral side interval of 1. number triangular pile, at the distance manufacture 3. number concrete triangular pile of the rectangular pile in forward right side interval of 2. number triangular pile, at the distance manufacture 4. number concrete triangular pile of the rectangular pile in right lateral side interval of 3. number triangular pile, so manufacture the concrete triangular pile of the rectangular pile distance in multiple intervals, when the concrete strength of the triangular pile on both sides reaches a timing, manufacture a concrete rectangular stake according to the mode of operation of above-mentioned rectangular pile pile-formation machine in distance between every two adjacent triangular piles, with rectangular pile pile-formation machine, make the recessed V shape of the rectangular pile between every two triangular piles be fit to the convex V shape of both sides triangular pile, in the front portion of each single sequence number triangular pile, manufacture a concrete rectangular stake, make the recessed V shape of this rectangular pile be fit to the convex V shape of single sequence number triangular pile front end, at the rear portion of each two sequence number triangular pile, manufacture a concrete rectangular stake, make the recessed V shape of this rectangular pile be fit to the convex V shape of two sequence number triangular pile rear end, so form the concrete rectangular stake between multiple concrete triangular pile and every two triangular piles and stake wall that single sequence number triangular pile mutual V shape interface of rectangular pile anterior, two sequence number triangular pile rear portion is connected, antiseep native for the gear of building foundation.
2. triangular pile according to claim 1 becomes wall equipment with rectangular pile V-slot, it is characterised in that: the convex V shape at three angles of triangular pile and the recessed V shape at two ends, rectangular pile left and right are coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138639.5A CN105625415A (en) | 2016-03-11 | 2016-03-11 | V-shaped connector wall-forming equipment for triangular piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138639.5A CN105625415A (en) | 2016-03-11 | 2016-03-11 | V-shaped connector wall-forming equipment for triangular piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105625415A true CN105625415A (en) | 2016-06-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138639.5A Withdrawn CN105625415A (en) | 2016-03-11 | 2016-03-11 | V-shaped connector wall-forming equipment for triangular piles and rectangular piles |
Country Status (1)
| Country | Link |
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| CN (1) | CN105625415A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105696588A (en) * | 2016-03-11 | 2016-06-22 | 陈兆英 | Engaging and wall-forming device for triangular piles and rectangular piles |
| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1110749A (en) * | 1993-09-10 | 1995-10-25 | 万泽仁 | Box type foundation pile drilling machine |
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| 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 |
| CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking triangular piles and rectangular piles |
| CN105649070A (en) * | 2016-03-11 | 2016-06-08 | 陈兆英 | Triangular pile and rectangular pile inserting wall forming device |
| CN105696588A (en) * | 2016-03-11 | 2016-06-22 | 陈兆英 | Engaging and wall-forming device for triangular piles and rectangular piles |
| CN105735269A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
-
2016
- 2016-03-11 CN CN201610138639.5A patent/CN105625415A/en not_active Withdrawn
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1110749A (en) * | 1993-09-10 | 1995-10-25 | 万泽仁 | Box type foundation pile drilling machine |
| JPH10325138A (en) * | 1997-05-26 | 1998-12-08 | Kazuharu Fujito | Method for constructing earth retaining wall and earth auger device |
| 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 |
| CN104727314A (en) * | 2015-04-12 | 2015-06-24 | 张永忠 | Rectangular stirring drilling machine |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking triangular piles and rectangular piles |
| CN105649070A (en) * | 2016-03-11 | 2016-06-08 | 陈兆英 | Triangular pile and rectangular pile inserting wall forming device |
| CN105696588A (en) * | 2016-03-11 | 2016-06-22 | 陈兆英 | Engaging and wall-forming device for triangular piles and rectangular piles |
| CN105735269A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586954A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by buckling triangular piles and rectangular piles |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105696588A (en) * | 2016-03-11 | 2016-06-22 | 陈兆英 | Engaging and wall-forming device for triangular piles and rectangular piles |
| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
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Application publication date: 20160601 |
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| WW01 | Invention patent application withdrawn after publication |