CN105735272A - Triangular pile and rectangular pile locking equipment - Google Patents
Triangular pile and rectangular pile locking equipment Download PDFInfo
- Publication number
- CN105735272A CN105735272A CN201610139066.8A CN201610139066A CN105735272A CN 105735272 A CN105735272 A CN 105735272A CN 201610139066 A CN201610139066 A CN 201610139066A CN 105735272 A CN105735272 A CN 105735272A
- Authority
- CN
- China
- Prior art keywords
- pile
- triangular
- headstock
- rectangular
- concrete
- 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.)
- Pending
Links
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
- E02D2200/1628—Shapes rectangular
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1678—Shapes triangular
-
- 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)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses triangular pile and rectangular pile locking equipment. The triangular pile and rectangular pile locking equipment comprises a rectangular pile forming machine and a triangular pile forming machine; pile bodies, mutually locked in a V form and distributed in a honeycomb manner, of multiple cement soil rectangular piles and multiple concrete triangular piles are manufactured; and when cement soil of the rectangular piles and concrete of the triangular piles respectively reach a certain strength, the vacuum water sucking compaction is respectively performed for soil in each space, with hexagonal cross sections, surrounded by the triangular piles and the rectangular piles to form a compact composite foundation.
Description
Technical field
The present invention relates to the triangular pile manufacturing snap close piling wall and rectangular pile snap close equipment that use in a kind of pile body snap close equipment, particularly a kind of foundation engineering.
Background technology
Soil cement pile-formation machine is to be rotated by the multiple drill bit of power drive, the earth of drill bit bottom is cut in rotation process and stirs into cement earth pile with cement mortar by multiple drill bits, 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 triangular pile that can manufacture rectangular pile and the mutual V-arrangement snap close formation piling wall of triangular pile and rectangular pile snap close equipment.
The present invention is achieved through the following technical solutions:
A kind of triangular pile and rectangular pile snap close equipment, 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 pile body of multiple soil cement rectangular pile and multiple concrete triangular piles mutual V-arrangement snap close, cellular distribution；It is closely knit that the defined each cross section of diabolo stake and rectangular pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the structural representation of rectangular pile pile-formation machine；
Fig. 2 is the A A view of Fig. 1；
Fig. 3 is the structural representation of triangular pile pile-formation machine；
Fig. 4 is the B B view of Fig. 3；
Fig. 5 is the cross-sectional view of the 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 soil cutting 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 soil cutting 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 cutting 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 cutting 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.
nullRectangular pile pile-formation machine manufactures V-arrangement snap close with triangular pile pile-formation machine associated working、The working method of the pile body of cellular distribution is as follows: first in the position needing pile，A concrete triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine，The distance of a rectangular pile it is respectively separated in the direction at three angles of this concrete triangular pile、Manufacture a concrete triangular pile respectively，The distance of a rectangular pile it is respectively separated in the direction at three angles of each concrete triangular pile、Manufacture a concrete triangular pile respectively，When the concrete strength of triangular pile reaches a timing，A soil cement rectangular pile is manufactured with rectangular pile pile-formation machine respectively according to the working method of above-mentioned rectangular pile pile-formation machine again between the concrete triangular pile that each two is adjacent，The recessed V-arrangement making each soil cement rectangular pile two ends is fit to the convex V-arrangement of the concrete triangular pile at these rectangular pile two ends respectively，It is thusly-formed multiple soil cement rectangular pile and the mutual V-arrangement snap close of multiple concrete triangular piles、The pile body of cellular distribution；When the soil cement of rectangular pile and the concrete of triangular pile reach some strength respectively, it is closely knit that the diabolo stake each cross section defined with rectangular pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
Claims (2)
1. triangular pile and a rectangular pile snap close equipment, 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 soil cutting 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 soil cutting 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 cutting 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 cutting 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；
nullRectangular pile pile-formation machine manufactures V-arrangement snap close with triangular pile pile-formation machine associated working、The working method of the pile body of cellular distribution: first in the position needing pile，A concrete triangular pile is manufactured according to the working method of above-mentioned triangular pile pile-formation machine with triangular pile pile-formation machine，The distance of a rectangular pile it is respectively separated in the direction at three angles of this concrete triangular pile、Manufacture a concrete triangular pile respectively，The distance of a rectangular pile it is respectively separated in the direction at three angles of each concrete triangular pile、Manufacture a concrete triangular pile respectively，When the concrete strength of triangular pile reaches a timing，A soil cement rectangular pile is manufactured with rectangular pile pile-formation machine respectively according to the working method of above-mentioned rectangular pile pile-formation machine again between the concrete triangular pile that each two is adjacent，The recessed V-arrangement making each soil cement rectangular pile two ends is fit to the convex V-arrangement of the concrete triangular pile at these rectangular pile two ends respectively，It is thusly-formed multiple soil cement rectangular pile and the mutual V-arrangement snap close of multiple concrete triangular piles、The pile body of cellular distribution；When the soil cement of rectangular pile and the concrete of triangular pile reach some strength respectively, it is closely knit that the diabolo stake each cross section defined with rectangular pile is that the soil body in hexagonal space carries out vacuum dehydration respectively, is thusly-formed closely knit composite foundation.
2. triangular pile according to claim 1 and rectangular pile snap close equipment, 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 |
|---|---|---|---|
| CN201610139066.8A CN105735272A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and rectangular pile locking equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610139066.8A CN105735272A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and rectangular pile locking equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105735272A true CN105735272A (en) | 2016-07-06 |
Family
ID=56250435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610139066.8A Pending CN105735272A (en) | 2016-03-13 | 2016-03-13 | Triangular pile and rectangular pile locking equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735272A (en) |
Cited By (2)
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1326034A (en) * | 2000-05-31 | 2001-12-12 | 北京振冲工程股份有限公司 | Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method |
| JP2010007329A (en) * | 2008-06-26 | 2010-01-14 | Sumitomo Forestry Co Ltd | Agitating device for columnar improvement |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
-
2016
- 2016-03-13 CN CN201610139066.8A patent/CN105735272A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1326034A (en) * | 2000-05-31 | 2001-12-12 | 北京振冲工程股份有限公司 | Piling machine with multiple heads and deep stiring for one-pass wall construction and its operating method |
| JP2010007329A (en) * | 2008-06-26 | 2010-01-14 | Sumitomo Forestry Co Ltd | Agitating device for columnar improvement |
| CN201962688U (en) * | 2010-12-02 | 2011-09-07 | 中交四航局第一工程有限公司 | Diaphram wall wharf pile foundation structure |
| CN105133584A (en) * | 2015-08-09 | 2015-12-09 | 刘玉燕 | Socket pile molding device |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
Cited By (2)
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105649069A (en) | V-shaped locking and buckling device for inverted-Y-shaped piles and hexagonal piles | |
| CN105804064A (en) | Triangular pile and rectangular pile V-shaped locking wall forming equipment | |
| CN105604024A (en) | Arc locking Y-shaped pile production equipment | |
| CN105672285A (en) | Arc locking T-shaped pile manufacturing equipment | |
| CN105604011A (en) | Arc locking pile wall production equipment | |
| CN105569020A (en) | Manufacturing equipment for Y-shaped piles in arc-shaped locking | |
| CN105672273A (en) | Arc locking T pile manufacturing equipment | |
| CN105672274A (en) | Arc locking X pile manufacturing equipment | |
| CN105569018A (en) | V-shaped occlusion equipment for Y-shaped piles and rectangular piles | |
| CN105672284A (en) | Arc locking V-shaped pile manufacturing equipment | |
| CN105625408A (en) | Manufacturing equipment for circular-arc locking T-shaped piles | |
| CN105625398A (en) | Manufacturing equipment for circular-arc inserting-buckling T-shaped piles | |
| CN105625409A (en) | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles | |
| CN105672305A (en) | Inserting equipment for triangular piles and rectangular piles | |
| CN105735275A (en) | Lambdoidal pile manufacturing equipment | |
| CN105735270A (en) | Herringbone pile manufacturing equipment | |
| CN105586963A (en) | Triangular pile and rectangular pile locking and buckling equipment | |
| CN105568996A (en) | Y-type pile and rectangular pile ladder-type matching equipment | |
| CN105735272A (en) | Triangular pile and rectangular pile locking equipment | |
| CN105586945A (en) | Manufacturing device for trapezoid locking Y-shaped piles | |
| CN105735263A (en) | Manufacturing device for trapezoidal opening locking X piles | |
| CN105672297A (en) | Manufacturing device for Y-shaped piles with trapezoidal bayonets | |
| CN105714787A (en) | Y pile and rectangular pile V-shaped locking and buckling equipment | |
| CN105804638A (en) | Manufacturing device for T-shaped piles with trapezoidal insertion openings | |
| CN105672304A (en) | Inserting equipment for triangular piles and T-shaped 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160706 |
|
| RJ01 | Rejection of invention patent application after publication |