CN105586954A - Device for forming wall by buckling triangular piles and rectangular piles - Google Patents
Device for forming wall by buckling triangular piles and rectangular piles Download PDFInfo
- Publication number
- CN105586954A CN105586954A CN201610138646.5A CN201610138646A CN105586954A CN 105586954 A CN105586954 A CN 105586954A CN 201610138646 A CN201610138646 A CN 201610138646A CN 105586954 A CN105586954 A CN 105586954A
- Authority
- CN
- China
- Prior art keywords
- pile
- triangular
- headstock
- rectangular
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 239000002689 soil Substances 0.000 claims abstract description 47
- 239000004568 cement Substances 0.000 claims description 31
- 238000000034 method Methods 0.000 claims description 21
- 238000003756 stirring Methods 0.000 claims description 19
- 238000004519 manufacturing process Methods 0.000 claims description 18
- 238000005553 drilling Methods 0.000 claims description 15
- 239000011083 cement mortar Substances 0.000 claims description 11
- 230000009183 running Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims description 2
- 239000007924 injection Substances 0.000 claims description 2
- 238000002347 injection Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000243 solution Substances 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
- E02D2300/0023—Slurry
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Mechanical Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A device for forming a wall by buckling triangular piles and rectangular piles comprises a rectangular pile forming machine and a triangular pile forming machine, multiple cemented soil triangular piles are manufactured, and every two adjacent triangular piles are spaced by one rectangular pile; when cemented soil of the triangular piles on two sides reaches certain strength, one cemented soil rectangular pile is manufactured in the distance between the every two adjacent triangular piles by the rectangular pile forming machine as per the working manner of the rectangular pile forming machine, one cemented soil rectangular pile is manufactured at the front part of each triangular pile with the odd sequence number, and thus the pile wall with the multiple cemented soil triangular piles buckled with the cemented soil rectangular piles between the every two triangular piles and the rectangular pile at the front parts of the triangular piles with the odd sequence numbers is formed and used for blocking soil and preventing leakage for a building foundation.
Description
Technical field
The present invention relates to a kind of pile body and be buckled into wall device, triangular pile and the rectangular pile of the manufacture piling wall particularly using in a kind of foundation engineering are buckled into wall device.
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, be all to form by multiple soil cement cylinders overlap joints for the cement-soil pile of the consolidation process of weak base foundation.
Summary of the invention
The present invention has made up above shortcoming, provides a kind of rectangular pile and triangular pile can manufactured mutually to fasten the triangular pile and the rectangular pile that form piling wall and be buckled into wall device.
The present invention is achieved through the following technical solutions:
A kind of triangular pile and rectangular pile are buckled into wall device, comprise rectangular pile pile-formation machine and triangular pile pile-formation machine.
Rectangular pile pile-formation machine comprises following structure: creep into bar lower end and be fixed on motor one upper end, headstock 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 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; The lower end of headstock one, headstock two, headstock 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 headstock three and headstock one, be respectively equipped with a driving shaft one between headstock three and headstock two, a linking arm is fixed respectively on the middle both sides of every driving shaft one, and a stirring blade is fixed respectively in the outer end of each linking arm; A driving shaft two is exported respectively in the right back of headstock two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife one; A driving shaft two is exported respectively in the left back of headstock one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife one.
Triangular pile 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; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft, a triangular knife two is fixed respectively in the outer end of each line shaft.
The present invention has following feature:
The present invention can manufacture the piling wall that the rectangular pile of soil cement rectangular pile between multiple soil cement triangular piles and every two triangular piles and single sequence number triangular pile front portion is fastened and connected mutually, 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 triangular pile pile-formation machine;
Fig. 4 is B-B view of Fig. 3;
Fig. 5 is the cross-sectional view that rectangular pile and triangular pile fasten the piling wall of formation mutually.
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, driving shaft one, 9, stirring blade, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, driving shaft two, 15, triangular knife one, 16, linking arm, 21, drilling rod two, 22, motor two, 23, gearbox, 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 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: creep into bar 1 lower end and be fixed on motor one 2 upper ends, headstock 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 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; The lower end of headstock one, headstock two, headstock 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 headstock three and headstock one, be respectively equipped with a driving shaft 1 between headstock three and headstock two, a linking arm 16 is fixed respectively on the middle both sides of every driving shaft one, and a stirring blade 9 is fixed respectively in the outer end of each linking arm; A driving shaft 2 14 is exported respectively in the right back of headstock two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife 1; A driving shaft 2 14 is exported respectively in the left back of headstock one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife 1.
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 headstock three runnings, headstock three rotating drive headstock one, headstock two by driving shaft one in operation process turns round, and headstock 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; The on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of headstock one is relative to synchronously rotating; Headstock one, headstock two, headstock three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring blade around driving shaft one rotation 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 earth of drill bit one and cement mortar stir, two driving shafts two of right-hand member drive respectively triangular knife one rotation on two driving shafts two of right-hand member in rotation, and two triangular knifes one of right-hand member stir into recessed V-arrangement by the soil body of the termination of right part and cement mortar in rotation; Two driving shafts two of left end drive respectively triangular knife one rotation on two driving shafts two of left end in rotation, and two triangular knifes one of left end stir into recessed V-arrangement by the soil body of the termination of left part and cement mortar in rotation; Creeping into bar compresses into process and forms two ends, a left and right respectively with the soil cement rectangular pile of recessed V-arrangement downwards.
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 motor two lower ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft 25, a triangular knife 2 26 is fixed respectively in the outer end of each line shaft.
The specific works mode of triangular pile pile-formation machine is as follows: when work, grouting pump is to drill bit two grout injections, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, and drill bit two stirs the soil cutting of drill bit lower end and cement mortar in rotary course; Gearbox drives respectively the line shaft at left front portion, right front portion, rear portion to drive respectively triangular knife two rotations in operation process, three triangular knifes two in rotary course by the soil cutting at three angles and Soil-cement; Drilling rod two forms soil cement triangular pile in the process of compressing into.
The recessed V-arrangement at the protruding V-arrangement at three angles of triangular pile and two ends, rectangular pile left and right coincide.
The working method that rectangular pile pile-formation machine and triangular pile pile-formation machine associated working manufacture fasten piling wall is as follows: in the original position that needs pile axis, with triangular pile pile-formation machine according to 1. number soil cement triangular pile of the working method manufacture of above-mentioned triangular pile pile-formation machine, at the 1. 2. number soil cement triangular pile of distance manufacture of the rectangular pile in right lateral side interval of number triangular pile, at the 2. 3. number soil cement triangular pile of distance manufacture of the rectangular pile in forward right side interval of number triangular pile, at the 3. 4. number soil cement triangular pile of distance manufacture of the rectangular pile in right lateral side interval of number triangular pile, so manufacture the soil cement triangular pile of the rectangular pile distance in multiple intervals, when the soil cement intensity of the triangular pile on both sides reaches a timing, in distance between every two adjacent triangular piles, with rectangular pile pile-formation machine, according to a soil cement rectangular pile of working method manufacture of above-mentioned rectangular pile pile-formation machine, make the recessed V-arrangement of the rectangular pile between every two triangular piles be fit to the protruding 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 protruding V-arrangement of triangular pile front end, the piling wall that so rectangular pile of the soil cement rectangular pile between the multiple soil cement triangular piles of formation and every two triangular piles and single sequence number triangular pile front portion is fastened and connected mutually, for gear soil, the antiseep of building foundation.
Claims (2)
1. triangular pile and rectangular pile are buckled into a wall device, comprise rectangular pile pile-formation machine and triangular pile 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, headstock 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 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); The lower end of headstock one, headstock two, headstock 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 headstock three and headstock one, be respectively equipped with a driving shaft one (8) between headstock three and headstock two, a linking arm (16) is fixed respectively on the middle both sides of every driving shaft one, and a stirring blade (9) is fixed respectively in the outer end of each linking arm; A driving shaft two (14) is exported respectively in the right back of headstock two and right front, and the right-hand member of this each driving shaft two is fixed respectively a triangular knife one (15); A driving shaft two (14) is exported respectively in the left back of headstock one and left front, and the left end of this each driving shaft two is fixed respectively a triangular knife one (15);
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 headstock three runnings, headstock three rotating drive headstock one, headstock two by driving shaft one in operation process turns round, and headstock 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; The on-stream driving shaft two of left back and the driving shaft two of left front of driving respectively of headstock one is relative to synchronously rotating; Headstock one, headstock two, headstock three drive drill bit one rotation by the drilling rod one of its lower end respectively, and three drill bits one stir the earth of its lower end and cement mortar in rotation; Two driving shafts one drive respectively two linking arms on each driving shaft one to drive stirring blade around driving shaft one rotation 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 earth of drill bit one and cement mortar stir, two driving shafts two of right-hand member drive respectively triangular knife one rotation on two driving shafts two of right-hand member in rotation, and two triangular knifes one of right-hand member stir into recessed V-arrangement by the soil body of the termination of right part and cement mortar in rotation; Two driving shafts two of left end drive respectively triangular knife one rotation on two driving shafts two of left end in rotation, and two triangular knifes one of left end stir into recessed V-arrangement by the soil body of the termination of left part and cement mortar in rotation; Creeping into bar compresses into process and forms two ends, a left and right respectively with the soil cement rectangular pile of recessed V-arrangement downwards;
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 ends are provided with gearbox 23, and the output shaft of gearbox lower end is fixed with drill bit 2 24; Gearbox to left front portion, right front portion, rear portion export respectively a line shaft 25, a triangular knife 2 26 is fixed respectively in the outer end of each line shaft;
The specific works mode of triangular pile pile-formation machine: when work, grouting pump is to drill bit two grout injections, motor two drives gearbox running, gearbox drives drill bit two rotations in operation process, and drill bit two stirs the soil cutting of drill bit lower end and cement mortar in rotary course; Gearbox drives respectively the line shaft at left front portion, right front portion, rear portion to drive respectively triangular knife two rotations in operation process, three triangular knifes two in rotary course by the soil cutting at three angles and Soil-cement; Drilling rod two forms soil cement triangular pile in the process of compressing into;
The working method that rectangular pile pile-formation machine and triangular pile pile-formation machine associated working manufacture fasten piling wall is as follows: in the original position that needs pile axis, with triangular pile pile-formation machine according to 1. number soil cement triangular pile of the working method manufacture of above-mentioned triangular pile pile-formation machine, at the 1. 2. number soil cement triangular pile of distance manufacture of the rectangular pile in right lateral side interval of number triangular pile, at the 2. 3. number soil cement triangular pile of distance manufacture of the rectangular pile in forward right side interval of number triangular pile, at the 3. 4. number soil cement triangular pile of distance manufacture of the rectangular pile in right lateral side interval of number triangular pile, so manufacture the soil cement triangular pile of the rectangular pile distance in multiple intervals, when the soil cement intensity of the triangular pile on both sides reaches a timing, in distance between every two adjacent triangular piles, with rectangular pile pile-formation machine, according to a soil cement rectangular pile of working method manufacture of above-mentioned rectangular pile pile-formation machine, make the recessed V-arrangement of the rectangular pile between every two triangular piles be fit to the protruding 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 protruding V-arrangement of triangular pile front end, the piling wall that so rectangular pile of the soil cement rectangular pile between the multiple soil cement triangular piles of formation and every two triangular piles and single sequence number triangular pile front portion is fastened and connected mutually, for gear soil, the antiseep of building foundation.
2. triangular pile according to claim 1 and rectangular pile are buckled into wall device, it is characterized in that: the recessed V-arrangement at the protruding V-arrangement at three angles of triangular pile and two ends, rectangular pile left and right coincide.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138646.5A CN105586954A (en) | 2016-03-11 | 2016-03-11 | Device for forming wall by buckling triangular piles and rectangular piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610138646.5A CN105586954A (en) | 2016-03-11 | 2016-03-11 | Device for forming wall by buckling triangular piles and rectangular piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105586954A true CN105586954A (en) | 2016-05-18 |
Family
ID=55926839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610138646.5A Withdrawn CN105586954A (en) | 2016-03-11 | 2016-03-11 | Device for forming wall by buckling triangular piles and rectangular piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105586954A (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN105586964A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile inserting and buckling equipment |
| CN105586963A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile locking and buckling equipment |
| 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 |
| 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 |
| CN106088028A (en) * | 2016-06-29 | 2016-11-09 | 于洋 | One plugs together broken line barricade |
| CN106087972A (en) * | 2016-06-29 | 2016-11-09 | 于洋 | One plugs together broken line cut-pff wall |
| CN106088027A (en) * | 2016-06-29 | 2016-11-09 | 于洋 | A kind of sealed broken line cut-pff wall |
| CN106120734A (en) * | 2016-06-29 | 2016-11-16 | 于洋 | A kind of interlocking cut-pff wall |
| CN106120735A (en) * | 2016-06-29 | 2016-11-16 | 于洋 | A kind of snapping broken line barricade |
Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59199912A (en) * | 1983-04-26 | 1984-11-13 | Marui Sangyo Kk | Pile head treater for on-site pile |
| CN1110749A (en) * | 1993-09-10 | 1995-10-25 | 万泽仁 | Box type foundation pile drilling machine |
| CN105586963A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile locking and buckling equipment |
| CN105586953A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by connecting 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 |
| CN105586955A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by inserting triangular piles and rectangular piles |
| CN105586957A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Herringbone pile manufacturing device |
| CN105586964A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile inserting and buckling equipment |
| 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 |
| CN105672302A (en) * | 2016-03-11 | 2016-06-15 | 陈兆英 | Splicing and wall-forming device for triangular piles and rectangular piles |
| CN105672305A (en) * | 2016-03-13 | 2016-06-15 | 陈兆英 | Inserting equipment for triangular piles and rectangular piles |
| CN105672303A (en) * | 2016-03-11 | 2016-06-15 | 陈兆英 | Buckling and wall-forming device 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 |
| CN105696592A (en) * | 2016-03-11 | 2016-06-22 | 李先湉 | Herringbone pile manufacturing device |
| CN105735275A (en) * | 2016-03-11 | 2016-07-06 | 李先湉 | Lambdoidal pile manufacturing equipment |
| CN105735272A (en) * | 2016-03-13 | 2016-07-06 | 陈兆英 | Triangular pile and rectangular pile locking equipment |
| CN105735269A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Triangular pile and rectangular pile V-shaped insertion wall forming equipment |
| CN105735270A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Herringbone pile manufacturing equipment |
| 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 |
-
2016
- 2016-03-11 CN CN201610138646.5A patent/CN105586954A/en not_active Withdrawn
Patent Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59199912A (en) * | 1983-04-26 | 1984-11-13 | Marui Sangyo Kk | Pile head treater for on-site pile |
| CN1110749A (en) * | 1993-09-10 | 1995-10-25 | 万泽仁 | Box type foundation pile drilling machine |
| CN105672302A (en) * | 2016-03-11 | 2016-06-15 | 陈兆英 | Splicing and wall-forming device 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 |
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking 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 |
| CN105586957A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Herringbone pile manufacturing device |
| 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 |
| 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 |
| CN105672303A (en) * | 2016-03-11 | 2016-06-15 | 陈兆英 | Buckling and wall-forming device 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 |
| CN105696592A (en) * | 2016-03-11 | 2016-06-22 | 李先湉 | Herringbone pile manufacturing device |
| CN105735275A (en) * | 2016-03-11 | 2016-07-06 | 李先湉 | Lambdoidal pile manufacturing equipment |
| CN105735270A (en) * | 2016-03-11 | 2016-07-06 | 陈兆英 | Herringbone pile manufacturing equipment |
| CN105586964A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile inserting and buckling equipment |
| CN105735272A (en) * | 2016-03-13 | 2016-07-06 | 陈兆英 | Triangular pile and rectangular pile locking equipment |
| CN105672305A (en) * | 2016-03-13 | 2016-06-15 | 陈兆英 | Inserting equipment for triangular piles and rectangular piles |
| CN105586963A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile locking and buckling equipment |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804064A (en) * | 2016-03-11 | 2016-07-27 | 陈兆英 | Triangular pile and rectangular pile V-shaped locking wall forming equipment |
| CN105586956A (en) * | 2016-03-11 | 2016-05-18 | 陈兆英 | Device for forming wall by locking 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 |
| 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 |
| CN105586963A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile locking and buckling equipment |
| CN105586964A (en) * | 2016-03-13 | 2016-05-18 | 陈兆英 | Triangular pile and rectangular pile inserting and buckling equipment |
| CN106088028A (en) * | 2016-06-29 | 2016-11-09 | 于洋 | One plugs together broken line barricade |
| CN106087972A (en) * | 2016-06-29 | 2016-11-09 | 于洋 | One plugs together broken line cut-pff wall |
| CN106088027A (en) * | 2016-06-29 | 2016-11-09 | 于洋 | A kind of sealed broken line cut-pff wall |
| CN106120734A (en) * | 2016-06-29 | 2016-11-16 | 于洋 | A kind of interlocking cut-pff wall |
| CN106120735A (en) * | 2016-06-29 | 2016-11-16 | 于洋 | A kind of snapping broken line barricade |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105586954A (en) | Device for forming wall by buckling triangular piles and rectangular piles | |
| CN105586953A (en) | Device for forming wall by connecting triangular piles and rectangular piles | |
| CN105696578A (en) | Regular octagonal pile and rectangular pile Y-shaped buckling wall forming device | |
| CN105586956A (en) | Device for forming wall by locking triangular piles and rectangular piles | |
| CN105586943A (en) | Locking device for regular-hexagon piles and rectangular piles | |
| CN105735269A (en) | Triangular pile and rectangular pile V-shaped insertion wall forming equipment | |
| CN105586955A (en) | Device for forming wall by inserting triangular piles and rectangular piles | |
| CN105649070A (en) | Triangular pile and rectangular pile inserting wall forming device | |
| CN105696588A (en) | Engaging and wall-forming device for triangular piles and rectangular piles | |
| CN105586886A (en) | Device for manufacturing arc buckling Y-shaped piles | |
| CN105569020A (en) | Manufacturing equipment for Y-shaped piles in arc-shaped locking | |
| CN105604043A (en) | Equipment for wall forming by Y-shaped joint of regular octagonal piles and rectangular piles | |
| CN105604051A (en) | Equipment for cross-shaped locking of regular octagonal piles and rectangular piles | |
| CN105586887A (en) | Device for manufacturing arc inserting and connecting X-shaped piles | |
| CN105586888A (en) | Device for manufacturing arc buckling trapezoid combined piles | |
| CN105672296A (en) | Inserting and buckling device for regular hexagonal piles and rectangular piles | |
| CN105604049A (en) | Equipment for cross-shaped insertion connection of regular octagonal piles and rectangular piles | |
| CN105604046A (en) | Equipment for T-shaped inserting and fastening of regular octagonal piles and rectangular piles | |
| CN105586964A (en) | Triangular pile and rectangular pile inserting and buckling equipment | |
| CN105672303A (en) | Buckling and wall-forming device for triangular piles and rectangular piles | |
| CN105604048A (en) | Equipment for T-shaped locking of regular octagonal piles and rectangular piles | |
| CN105735274A (en) | Device for manufacturing pile walls with triangular piles in inserted buckling with cross piles | |
| CN105604044A (en) | Device for wall forming by Y-shaped locking of regular octagonal piles and rectangular piles | |
| CN105604040A (en) | Trapezoidal inserting-buckle T-shaped pile manufacturing device | |
| CN105604050A (en) | Equipment for cross-shaped locking of regular octagonal piles and rectangular piles |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160518 |