CN105604043A - Equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles - Google Patents
Equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles Download PDFInfo
- Publication number
- CN105604043A CN105604043A CN201610123493.7A CN201610123493A CN105604043A CN 105604043 A CN105604043 A CN 105604043A CN 201610123493 A CN201610123493 A CN 201610123493A CN 105604043 A CN105604043 A CN 105604043A
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- Prior art keywords
- pile
- driving
- driving box
- octagon
- rectangular pile
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- 239000002689 soil Substances 0.000 claims abstract description 37
- 238000000034 method Methods 0.000 claims description 21
- 239000004568 cement Substances 0.000 claims description 20
- 238000004519 manufacturing process Methods 0.000 claims description 20
- 238000003756 stirring Methods 0.000 claims description 19
- 238000005553 drilling Methods 0.000 claims description 15
- 238000005520 cutting process Methods 0.000 claims description 11
- 230000005540 biological transmission Effects 0.000 claims description 9
- 239000011083 cement mortar Substances 0.000 claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 230000009183 running Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 2
- 238000003754 machining Methods 0.000 claims description 2
- 230000002265 prevention Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation 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
-
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Paleontology (AREA)
- Geochemistry & Mineralogy (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles. The equipment comprises a rectangular pile forming machine and a regular octagonal pile forming machine. A pile wall used for soil retaining and seepage prevention of building foundations is formed by Y-shaped joint of a plurality of regular octagonal concrete piles with rectangular concrete piles between every two regular octagonal concrete piles, rectangular concrete piles in front of the regular octagonal concrete piles in odd numbers and rectangular concrete piles in rear of the regular octagonal concrete piles in even numbers.
Description
Technical field
The octagon stake and the rectangular pile Y shape that the present invention relates to use in a kind of pile body manufacturing installation, particularly a kind of foundation engineering are bonded into wall equipment.
Background technology
Soil cement pile-formation machine is to rotate by the multiple drill bits of power drive, multiple drill bits stir into cement earth pile by the earth cutting of drill bit bottom with cement mortar in rotation process, at present, in building foundation engineering, be all to form by multiple soil cement cylinder overlap joints for keeping off the cement-soil pile of soil, antiseepage.
Summary of the invention
The present invention has made up above shortcoming, provides a kind of and can manufacture octagon stake and the rectangular pile Y shape that rectangular pile and octagon stake be bonded with each other and be bonded into wall equipment.
The present invention is achieved through the following technical solutions:
A kind of octagon stake and rectangular pile Y shape are bonded into wall equipment, comprise rectangular pile pile-formation machine and octagon stake pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creep into bar lower end and be fixed on motor one upper end, driving box three upper ends are 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 driving box 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 driving box two; The lower end of driving box one, driving box two, driving box 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 driving box three and driving box one, be respectively equipped with a driving shaft one between driving box three and driving box two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter one; A driving shaft two is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife; A driving shaft two is exported respectively in the left back of driving box one and left front, the left end of this each driving shaft two is fixed respectively a triangular knife, a driving shaft three of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter two, a driving shaft three of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter two.
Octagon stake pile-formation machine comprises following structure: the upper end of the lower end fixed motor two of drilling rod two, and motor two lower ends are provided with gearbox, and the output shaft of gearbox lower end is fixed with drill bit two; The left end of gearbox, right-hand member, rear end, front end are exported respectively a power transmission shaft, and a tulwar is fixed respectively in the outer end of each power transmission shaft.
The present invention has following feature:
The mutual Y shape of soil cement rectangular pile that the present invention can manufacture soil cement rectangular pile between the stake of multiple concrete octagon and every two octagon stakes and the soil cement rectangular pile of single sequence number concrete octagon stake front portion, two sequence number concrete octagon stakes rear portion engages the piling wall being connected, for gear soil, the antiseep of building foundation.
Brief description of the drawings
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 A-A view of Fig. 1;
Fig. 3 is the structural representation of octagon stake pile-formation machine;
Fig. 4 is B-B view of Fig. 3;
Fig. 5 is the cross-sectional view of the piling wall that is bonded with each other of rectangular pile and octagon stake.
In figure: 1, creep into bar, 2, motor one, 3, driving box three, 4, driving box one, 5, driving box two, 6, transverse arm one, 7, transverse arm two, 8, driving shaft one, 9, stir cutter one, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, driving shaft two, 15, triangular knife, 16, linking arm, 17, driving shaft three, 18, stir cutter two, 21, drilling rod two, 22, motor two, 23, gearbox, 24, drill bit two, 25, power transmission shaft, 26, tulwar.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, and this embodiment comprises rectangular pile pile-formation machine and octagon stake pile-formation machine.
Rectangular pile pile-formation machine comprises the structure in Fig. 1, Fig. 2; Concrete structure is as follows: creep into bar 1 lower end and be fixed on motor one 2 upper ends, driving box 33 upper ends are 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 driving box 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 driving box 25; The lower end of driving box one, driving box two, driving box 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 driving box three and driving box one, be respectively equipped with a driving shaft 1 between driving box three and driving box two, a linking arm 16 is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter 1; A driving shaft 2 14 is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife 15; A driving shaft 2 14 is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife 15; A driving shaft 3 17 of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter 2 18, a driving shaft 3 17 of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter 2 18.
The specific works mode of rectangular pile pile-formation machine is as follows: rectangular pile pile-formation machine is provided with grouting pump, when work, grouting pump is to each drill bit one injected water mud respectively, motor one drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process, and driving box two drives driving shaft three rotations of right-hand member simultaneously, the on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of driving box one is relative to synchronously rotating, and driving box one drives driving shaft three rotations of left end simultaneously, driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the soil cutting of its lower end and cement mortar in rotation, two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter one around driving shaft one rotation in rotation, stir cutter one 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 and cement mortar stir, two driving shafts two of right-hand member drive respectively the triangular knife on two driving shafts two of right-hand member to rotate in rotation, what the driving shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, two triangular knifes of right-hand member and stir cutter two and in rotation, the soil cutting of the termination of right part and cement mortar are stirred into recessed trapezoidal, two driving shafts two of left end drive respectively the triangular knife on two driving shafts two of left end to rotate in rotation, what the driving shaft three of left end drove left end in rotation stirs cutter two rotations, two triangular knifes of left end and stir cutter two and in rotation, the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal, creeping into bar compresses into process and forms two ends, a left and right respectively with recessed trapezoidal soil cement rectangular pile downwards.
Octagon stake 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 motor two lower ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; A power transmission shaft 25 is exported respectively in the left end of gearbox, right-hand member, front end, rear end, and a tulwar 26 is fixed respectively in the outer end of each power transmission shaft.
The specific works mode of octagon stake pile-formation machine is as follows: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower ends; Gearbox drives respectively the power transmission shaft of left end, right-hand member, front end, rear end to drive respectively the rotation of tulwar in operation process, and the circle that four tulwars form drill bit two in rotary course cuts into octagon; The soil body machining away is mixed in mud, and water under high pressure constantly injects mud and constantly flows out from hole, and drilling rod two forms octagon hole in the process of compressing into, casting concrete, the stake of formation concrete octagon in this octagon hole.
The protruding trapezoidal of the recessed trapezoidal and place, every limit of octagon at two ends, two rectangular pile left and right coincide.
Rectangular pile pile-formation machine is as follows with the working method that octagon stake pile-formation machine associated working manufacture Y shape joint is connected piling wall: in the original position that needs pile axis, with octagon stake pile-formation machine according to 1. number concrete octagon stake of the working method manufacture of above-mentioned octagon stake pile-formation machine, in the 2. number concrete octagon stake of distance manufacture of the rectangular pile in the right lateral side interval of 1. number octagon stake, in the 3. number concrete octagon stake of distance manufacture of the rectangular pile in the forward right side interval of 2. number octagon stake, in the 4. number concrete octagon stake of distance manufacture of the rectangular pile in the right lateral side interval of 3. number octagon stake, so manufacture the concrete octagon stake of the rectangular pile distance in multiple intervals, when the concrete strength of the octagon stake on both sides reaches a timing, in distance between every two adjacent octagon stakes, 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, the recessed trapezoidal octagon stake that is fit to rectangular pile two ends that makes each rectangular pile two ends protruding trapezoidal, in the front portion of each single sequence number concrete octagon stake, manufacture a soil cement rectangular pile, what make this rectangular pile recessed is trapezoidally fit to the protruding trapezoidal of octagon stake, at the rear portion of each pair of sequence number concrete octagon stake, manufacture a soil cement rectangular pile, what make this rectangular pile recessed is trapezoidally fit to the protruding trapezoidal of octagon stake, so the mutual Y shape of soil cement rectangular pile at the soil cement rectangular pile between formation multiple concrete octagon stake and every two octagon stakes and the soil cement rectangular pile of single sequence number concrete octagon stake front portion, two sequence number concrete octagon stakes rear portion engages the piling wall being connected, for gear soil, the antiseep of building foundation.
Claims (2)
1. octagon stake and rectangular pile Y shape are bonded into a wall equipment, comprise rectangular pile pile-formation machine and octagon stake pile-formation machine, it is characterized in that:
The concrete structure of rectangular pile pile-formation machine comprises: creep into bar (1) lower end and be fixed on motor one (2) upper end, driving box three (3) upper ends are 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 driving box 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 driving box two (5); The lower end of driving box one, driving box two, driving box 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 driving box three and driving box one, be respectively equipped with a driving shaft one (8) between driving box three and driving box two, a linking arm (16) is fixed respectively on the middle both sides of every driving shaft one, and the outer end of each linking arm is fixed respectively one and stirred cutter one (9); A driving shaft two (14) is exported respectively in the right back of driving box two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife (15); A driving shaft two (14) is exported respectively in the left back of driving box one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife (15); A driving shaft three (17) of right-hand member output of driving box two, the right-hand member of this driving shaft three is fixed one and is stirred cutter two (18), a driving shaft three (17) of left end output of driving box one, the left end of this driving shaft three is fixed one and is stirred cutter two (18);
The specific works mode of rectangular pile pile-formation machine: when the work of rectangular pile pile-formation machine, grouting pump is to each drill bit one injected water mud respectively, motor one drives driving box three runnings, driving box three rotating drive driving box one, driving box two by driving shaft one in operation process turns round, driving box two drives respectively the driving shaft two of right back and the driving shaft two of right front relative to synchronously rotating in operation process, and driving box two drives driving shaft three rotations of right-hand member simultaneously, the on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of driving box one is relative to synchronously rotating, and driving box one drives driving shaft three rotations of left end simultaneously, driving box one, driving box two, driving box three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the soil cutting of its lower end and cement mortar in rotation, two driving shafts one drive respectively two linking arms drives on each driving shaft one to stir cutter one around driving shaft one rotation in rotation, stir cutter one 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 and cement mortar stir, two driving shafts two of right-hand member drive respectively the triangular knife on two driving shafts two of right-hand member to rotate in rotation, what the driving shaft three of right-hand member drove right-hand member in rotation stirs cutter two rotations, two triangular knifes of right-hand member and stir cutter two and in rotation, the soil cutting of the termination of right part and cement mortar are stirred into recessed trapezoidal, two driving shafts two of left end drive respectively the triangular knife on two driving shafts two of left end to rotate in rotation, what the driving shaft three of left end drove left end in rotation stirs cutter two rotations, two triangular knifes of left end and stir cutter two and in rotation, the soil cutting of the termination of left part and cement mortar are stirred into recessed trapezoidal, creeping into bar compresses into process and forms two ends, a left and right respectively with recessed trapezoidal soil cement rectangular pile downwards,
The concrete structure of octagon stake pile-formation machine comprises: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and motor two lower ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; A power transmission shaft 25 is exported respectively in the left end of gearbox, right-hand member, front end, rear end, and a tulwar 26 is fixed respectively in the outer end of each power transmission shaft;
The specific works mode of octagon stake pile-formation machine is: when work, grouting pump pours into water under high pressure to drill bit two, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, drill bit two in rotary course by the soil cutting of drill bit two lower ends; Gearbox drives respectively the power transmission shaft of left end, right-hand member, front end, rear end to drive respectively the rotation of tulwar in operation process, and the circle that four tulwars form drill bit two in rotary course cuts into octagon; The soil body machining away is mixed in mud, and water under high pressure constantly injects mud and constantly flows out from hole, and drilling rod two forms octagon hole in the process of compressing into, casting concrete, the stake of formation concrete octagon in this octagon hole;
Rectangular pile pile-formation machine is manufactured Y shape with the associated working of octagon stake pile-formation machine and is engaged the working method that is connected piling wall: in the original position that needs pile axis, with octagon stake pile-formation machine according to 1. number concrete octagon stake of the working method manufacture of above-mentioned octagon stake pile-formation machine, in the 2. number concrete octagon stake of distance manufacture of the rectangular pile in the right lateral side interval of 1. number octagon stake, in the 3. number concrete octagon stake of distance manufacture of the rectangular pile in the forward right side interval of 2. number octagon stake, in the 4. number concrete octagon stake of distance manufacture of the rectangular pile in the right lateral side interval of 3. number octagon stake, so manufacture the concrete octagon stake of the rectangular pile distance in multiple intervals, when the concrete strength of the octagon stake on both sides reaches a timing, in distance between every two adjacent octagon stakes, 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, the recessed trapezoidal octagon stake that is fit to rectangular pile two ends that makes each rectangular pile two ends protruding trapezoidal, in the front portion of each single sequence number concrete octagon stake, manufacture a soil cement rectangular pile, what make this rectangular pile recessed is trapezoidally fit to the protruding trapezoidal of octagon stake, at the rear portion of each pair of sequence number concrete octagon stake, manufacture a soil cement rectangular pile, what make this rectangular pile recessed is trapezoidally fit to the protruding trapezoidal of octagon stake, so the mutual Y shape of soil cement rectangular pile at the soil cement rectangular pile between formation multiple concrete octagon stake and every two octagon stakes and the soil cement rectangular pile of single sequence number concrete octagon stake front portion, two sequence number concrete octagon stakes rear portion engages the piling wall being connected, for gear soil, the antiseep of building foundation.
2. octagon stake according to claim 1 and rectangular pile Y shape are bonded into wall equipment, it is characterized in that: the protruding trapezoidal of the recessed trapezoidal and place, every limit of octagon at two ends, two rectangular pile left and right coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123493.7A CN105604043A (en) | 2016-03-06 | 2016-03-06 | Equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610123493.7A CN105604043A (en) | 2016-03-06 | 2016-03-06 | Equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105604043A true CN105604043A (en) | 2016-05-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610123493.7A Pending CN105604043A (en) | 2016-03-06 | 2016-03-06 | Equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105604043A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604044A (en) * | 2016-03-06 | 2016-05-25 | 陈兆英 | Device for wall forming by Y-shaped locking of regular octagonal piles and rectangular piles |
| CN105672298A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Y-shaped engagement wall forming equipment for octagonal piles and rectangular piles |
| CN105696578A (en) * | 2016-03-06 | 2016-06-22 | 陈兆英 | Regular octagonal pile and rectangular pile Y-shaped buckling wall forming device |
| CN105696579A (en) * | 2016-03-06 | 2016-06-22 | 陈兆英 | Regular octagonal pile and rectangular pile Y-shaped opening inserting wall forming device |
| CN105714809A (en) * | 2016-03-06 | 2016-06-29 | 陈兆英 | Equipment for enabling regular octagon piles and rectangular piles to be plugged in Y shape to form wall |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604044A (en) * | 2016-03-06 | 2016-05-25 | 陈兆英 | Device for wall forming by Y-shaped locking of regular octagonal piles and rectangular piles |
| CN105672298A (en) * | 2016-03-06 | 2016-06-15 | 陈兆英 | Y-shaped engagement wall forming equipment for octagonal piles and rectangular piles |
| CN105696578A (en) * | 2016-03-06 | 2016-06-22 | 陈兆英 | Regular octagonal pile and rectangular pile Y-shaped buckling wall forming device |
| CN105696579A (en) * | 2016-03-06 | 2016-06-22 | 陈兆英 | Regular octagonal pile and rectangular pile Y-shaped opening inserting wall forming device |
| CN105714809A (en) * | 2016-03-06 | 2016-06-29 | 陈兆英 | Equipment for enabling regular octagon piles and rectangular piles to be plugged in Y shape to form wall |
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Application publication date: 20160525 |
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| RJ01 | Rejection of invention patent application after publication |