CN105804064A - Triangular pile and rectangular pile V-shaped locking wall forming equipment - Google Patents
Triangular pile and rectangular pile V-shaped locking wall forming equipment Download PDFInfo
- Publication number
- CN105804064A CN105804064A CN201610138641.2A CN201610138641A CN105804064A CN 105804064 A CN105804064 A CN 105804064A CN 201610138641 A CN201610138641 A CN 201610138641A CN 105804064 A CN105804064 A CN 105804064A
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- Prior art keywords
- pile
- triangular
- headstock
- rectangular
- arrangement
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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
-
- 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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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 DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
- E02D2200/1664—Shapes polygonal made from multiple elements
Abstract
Triangular pile and rectangular pile V-shaped locking wall forming equipment comprises a rectangular pile forming machine and a triangular pile forming machine. A plurality of concrete triangular piles which are spaced by the distance of one rectangular pile are manufactured. One cement rectangular pile is manufactured between every two adjacent triangular piles through the rectangular pile forming machine in the working mode of the rectangular pile forming machine. One cement rectangular pipe is manufactured in front of each triangular pile with an odd sequence number. One cement rectangular pile is manufactured behind each triangular pile with an even sequence number. In this way, the multiple concrete triangular piles, the cement rectangular piles located between every two adjacent triangular piles, the rectangular piles located in front of the triangular piles with the odd sequence numbers, and the rectangular piles located behind the triangular piles with the even sequence numbers are in mutual V-shaped locking connection, and thus a piling wall is formed. The piling wall is used for soil retaining and seepage prevention of building foundations.
Description
Technical field
The present invention relates to a kind of pile body V-arrangement snap close and become wall equipment, the triangular pile manufacturing piling wall particularly used in a kind of foundation engineering becomes wall equipment with rectangular pile V-arrangement snap close.
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, the cement-soil pile being presently used for the consolidation process of weak base foundation is all formed by multiple soil cement cylinders overlap joint.
Summary of the invention
The present invention compensate for disadvantage mentioned above, it is provided that a kind of rectangular pile that can manufacture becomes wall equipment with the triangular pile of the mutual V-arrangement snap close formation piling wall of triangular pile with rectangular pile V-arrangement snap close.
The present invention is achieved through the following technical solutions:
A kind of triangular pile becomes wall equipment with rectangular pile V-arrangement snap close, including rectangular pile pile-formation machine and triangular pile pile-formation machine.
Rectangular pile pile-formation machine includes following structure: creeping into bar lower end and be fixed on motor one upper end, headstock three upper end is fixed in motor one lower end；Creep into bar bottom left end and be 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 headstock 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 headstock two；Headstock one, headstock two, headstock three lower end be respectively equipped with a drilling rod one, the lower end of each drilling rod one is respectively equipped with a drill bit one；Being respectively equipped with one between headstock three and headstock one, between headstock three and headstock 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 blade respectively；The right back of headstock two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a triangular knife one respectively；The left back of headstock one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a triangular knife one respectively.
Triangular pile 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；Change speed gear box to left front portion, right front portion, rear portion export a line shaft respectively, the outer end of each line shaft fixes a triangular knife two respectively.
The present invention has following feature:
The present invention can manufacture the piling wall that the mutual V-arrangement snap close of rectangular pile at the soil cement rectangular pile between multiple concrete triangular pile and each two triangular pile and single sequence number triangular pile sequence number triangular pile anterior, double; two rear portion is connected, for the gear soil on building basis, antiseep.
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 piling wall that rectangular pile is formed with the mutual V-arrangement snap close of triangular pile.
In figure: 1, creep into bar, 2, motor one, 3, headstock three, 4, headstock one, 5, headstock two, 6, transverse arm one, 7, transverse arm two, 8, drive axle one, 9, stirring blade, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, drive axle two, 15, triangular knife one, 16, linking arm, 21, drilling rod two, 22, motor two, 23, change speed gear box, 24, drill bit two, 25, line shaft, 26, triangular knife two.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment includes rectangular pile pile-formation machine and triangular pile pile-formation machine.
Rectangular pile pile-formation machine includes the structure in Fig. 1, Fig. 2；Concrete structure is as follows: creeping into bar 1 lower end and be fixed on motor 1 upper end, headstock 33 upper end is fixed in motor one lower end；Creep into bar bottom left end and be 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 headstock 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 headstock 25；Headstock one, headstock two, headstock three lower end be respectively equipped with a drilling rod 1, the lower end of each drilling rod one is respectively equipped with a drill bit 1；Being respectively equipped with one between headstock three and headstock one, between headstock three and headstock two and drive axle 1, a linking arm 16 is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring blade 9 respectively；The right back of headstock two and right front export one respectively and drive axle 2 14, and the right-hand member of this each driving axle two fixes a triangular knife 1 respectively；The left back of headstock one and left front export one respectively and drive axle 2 14, and the left end of this each driving axle two fixes a triangular knife 1 respectively.
The specific works mode 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 separately into cement mortar by grouting pump, motor one drives headstock three operating, headstock three is by driving the rotation of axle one to drive headstock one, headstock two to operate in operation process, and headstock two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process；On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of headstock one；Headstock one, headstock two, headstock three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring blade around driving axle one rotation in rotation respectively, stirring blade in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stirring, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of right-hand member in rotation；Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of left end in rotation；Creep into bar to be pressed into downwards in process and form about one two ends be respectively provided with the soil cement rectangular pile of recessed V-arrangement.
Triangular pile pile-formation machine includes 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 motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively.
The specific works mode of triangular pile pile-formation machine is as follows: during work, drill bit two is irrigated water under high pressure by grouting pump, and motor two drives change speed gear box to operate, and 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 lower end；Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line 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 water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in being pressed into process, at this tri-angle-holed middle casting concrete, formation concrete triangular pile.
The convex V-arrangement at three angles of triangular pile is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
The working method that rectangular pile pile-formation machine manufactures V-arrangement snap close piling wall with triangular pile pile-formation machine associated working is as follows: in the original position needing pile axis, with the triangular pile pile-formation machine working method manufacture 1. number concrete triangular pile according to above-mentioned triangular pile pile-formation machine, distance manufacture 2. number concrete triangular pile at one rectangular pile in right lateral side interval of 1. number triangular pile, distance manufacture 3. number concrete triangular pile at one rectangular pile in forward right side interval of 2. number triangular pile, distance manufacture 4. number concrete triangular pile at one rectangular pile in right lateral side interval of 3. number triangular pile, so manufacture the concrete triangular pile of one the rectangular pile distance in multiple intervals；When the concrete strength of the triangular pile on both sides reaches a timing, in the distance between the triangular pile that each two is adjacent, manufacture a soil cement rectangular pile with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, make the recessed V-arrangement of the rectangular pile between each two triangular pile be fit to the convex V-arrangement of both sides triangular pile；In the front portion of each single sequence number triangular pile, manufacture a soil cement rectangular pile, make the recessed V-arrangement of this rectangular pile be fit to the convex V-arrangement of single sequence number triangular pile front end；At the rear portion of each pair of sequence number triangular pile, manufacture a soil cement rectangular pile, make the recessed V-arrangement of this rectangular pile be fit to the convex V-arrangement of double; two sequence number triangular pile rear end；It is thusly-formed the piling wall that the mutual V-arrangement snap close of rectangular pile at the soil cement rectangular pile between multiple concrete triangular pile and each two triangular pile and single sequence number triangular pile sequence number triangular pile anterior, double; two rear portion is connected, for the gear soil on building basis, antiseep.
Claims (2)
1. triangular pile becomes a wall equipment with rectangular pile V-arrangement snap close, including 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 includes: creeping into bar (1) lower end and be fixed on motor one (2) upper end, headstock three (3) upper end is fixed in motor one lower end；Creep into bar bottom left end and be 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 headstock one (4), creep into bar bottom right-hand member and be 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 headstock two (5)；Headstock one, headstock two, headstock three lower end be respectively equipped with a drilling rod one (12), the lower end of each drilling rod one is respectively equipped with a drill bit one (13)；Being respectively equipped with one between headstock three and headstock one, between headstock three and headstock two and drive axle one (8), a linking arm (16) is fixed on every middle both sides driving axle one respectively, and the outer end of each linking arm fixes a stirring blade (9) respectively；The right back of headstock two and right front export one respectively and drive axle two (14), and the right-hand member of this each driving axle two fixes a triangular knife one (15) respectively；The left back of headstock one and left front export one respectively and drive axle two (14), and the left end of this each driving axle two fixes a triangular knife one (15) respectively；
The specific works mode of rectangular pile pile-formation machine: during the work of rectangular pile pile-formation machine, each drill bit one is injected separately into cement mortar by grouting pump, motor one drives headstock three operating, headstock three is by driving the rotation of axle one to drive headstock one, headstock two to operate in operation process, and headstock two drives driving axle two synchronous axial system relative to the driving axle two of right front of right back respectively in operation process；On-stream driving axle two synchronous axial system relative to the driving axle two of left front driving left back respectively of headstock one；Headstock one, headstock two, headstock three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring blade around driving axle one rotation in rotation respectively, stirring blade in rotation process by between each two drill bit one, between two common tangents of two drill bit one cylindricals, the unhewn earth of drill bit one and cement mortar stirring, two of right-hand member drive axle two to drive two triangular knife one rotations driven on axle two of right-hand member in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of right-hand member in rotation；Two of left end drive axle two to drive two triangular knife one rotations driven on axle two of left end in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into recessed V-arrangement by two triangular knifes one of left end in rotation；Creep into bar to be pressed into downwards in process and form about one two ends be respectively provided with the soil cement rectangular pile of recessed V-arrangement；
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, motor two lower end is provided with change speed gear box 23, and the output shaft of change speed gear box lower end is fixed with drill bit 2 24；Change speed gear box to left front portion, right front portion, rear portion export a line shaft 25 respectively, the outer end of each line shaft fixes a triangular knife 2 26 respectively；
The specific works mode of triangular pile 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 lower end；Change speed gear box drive respectively in operation process left front portion, right front portion, rear portion line 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 water under high pressure constantly injects, and mud constantly flows out from hole, and drilling rod two is formed tri-angle-holed in being pressed into process, at this tri-angle-holed middle casting concrete, formation concrete triangular pile；
Rectangular pile pile-formation machine manufactures the working method of V-arrangement snap close piling wall with triangular pile pile-formation machine associated working: in the original position needing pile axis, with the triangular pile pile-formation machine working method manufacture 1. number concrete triangular pile according to above-mentioned triangular pile pile-formation machine, distance manufacture 2. number concrete triangular pile at one rectangular pile in right lateral side interval of 1. number triangular pile, distance manufacture 3. number concrete triangular pile at one rectangular pile in forward right side interval of 2. number triangular pile, distance manufacture 4. number concrete triangular pile at one rectangular pile in right lateral side interval of 3. number triangular pile, so manufacture the concrete triangular pile of one the rectangular pile distance in multiple intervals；When the concrete strength of the triangular pile on both sides reaches a timing, in the distance between the triangular pile that each two is adjacent, manufacture a soil cement rectangular pile with rectangular pile pile-formation machine according to the working method of above-mentioned rectangular pile pile-formation machine, make the recessed V-arrangement of the rectangular pile between each two triangular pile be fit to the convex V-arrangement of both sides triangular pile；In the front portion of each single sequence number triangular pile, manufacture a soil cement rectangular pile, make the recessed V-arrangement of this rectangular pile be fit to the convex V-arrangement of single sequence number triangular pile front end；At the rear portion of each pair of sequence number triangular pile, manufacture a soil cement rectangular pile, make the recessed V-arrangement of this rectangular pile be fit to the convex V-arrangement of double; two sequence number triangular pile rear end；It is thusly-formed the piling wall that the mutual V-arrangement snap close of rectangular pile at the soil cement rectangular pile between multiple concrete triangular pile and each two triangular pile and single sequence number triangular pile sequence number triangular pile anterior, double; two rear portion is connected, for the gear soil on building basis, antiseep.
2. triangular pile according to claim 1 becomes wall equipment with rectangular pile V-arrangement snap close, it is characterised in that: the convex V-arrangement at three angles of triangular pile is identical with the recessed V-arrangement at two ends, rectangular pile left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138641.2A CN105804064A (en) | 2016-03-11 | 2016-03-11 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138641.2A CN105804064A (en) | 2016-03-11 | 2016-03-11 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105804064A true CN105804064A (en) | 2016-07-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138641.2A Withdrawn CN105804064A (en) | 2016-03-11 | 2016-03-11 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
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| CN (1) | CN105804064A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking 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 |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105625415A (en) * | 2016-03-11 | 2016-06-01 | 陈兆英 | V-shaped connector wall-forming equipment for 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 |
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| 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 |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105625415A (en) * | 2016-03-11 | 2016-06-01 | 陈兆英 | V-shaped connector wall-forming equipment for 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 |
| CN105804063A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
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| 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 |
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| 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 |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105625415A (en) * | 2016-03-11 | 2016-06-01 | 陈兆英 | V-shaped connector wall-forming equipment for triangular piles and rectangular piles |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking 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 |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting triangular piles and rectangular piles |
| CN105625415A (en) * | 2016-03-11 | 2016-06-01 | 陈兆英 | V-shaped connector wall-forming equipment for 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 |
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Application publication date: 20160727 |