CN105714795A - Manufacturing equipment for arc insertion and buckling piling wall - Google Patents
Manufacturing equipment for arc insertion and buckling piling wall Download PDFInfo
- Publication number
- CN105714795A CN105714795A CN201610088920.2A CN201610088920A CN105714795A CN 105714795 A CN105714795 A CN 105714795A CN 201610088920 A CN201610088920 A CN 201610088920A CN 105714795 A CN105714795 A CN 105714795A
- Authority
- CN
- China
- Prior art keywords
- pile
- driving box
- axle
- rectangular
- driving
- 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- Withdrawn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
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 9
- 230000037431 insertion Effects 0.000 title abstract 3
- 238000003780 insertion Methods 0.000 title abstract 3
- 239000002689 soil Substances 0.000 claims abstract description 31
- 239000004568 cement Substances 0.000 claims abstract description 25
- 238000000034 method Methods 0.000 claims description 17
- 238000005553 drilling Methods 0.000 claims description 15
- 239000011083 cement mortar Substances 0.000 claims description 11
- 238000003756 stirring Methods 0.000 claims description 11
- 230000001360 synchronised effect Effects 0.000 claims description 4
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims description 2
- 238000005520 cutting process 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
- 230000002265 prevention Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/18—Bulkheads or similar walls made solely of concrete in situ
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B4/00—Drives for drilling, used in the borehole
- E21B4/16—Plural down-hole drives, e.g. for combined percussion and rotary drilling; Drives for multi-bit drilling units
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/001—Drilling a non circular hole
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1628—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
- E02D2200/1685—Shapes cylindrical
-
- 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)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- Geochemistry & Mineralogy (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to manufacturing equipment for an arc insertion and buckling piling wall. A plurality of cement rectangular piles spaced by the distance of one cylindrical pile are manufactured; when the cement strength of the rectangular piles on the two sides reaches a certain value, a concrete cylindrical pile is manufactured in the space between every two rectangular piles through a cylindrical pile forming machine according to the working manner of the above cylindrical pile forming machine; the convex arc at the left end of the concrete cylindrical pile between every two cement rectangular piles is matched with a concave arc at the right end of the corresponding rectangular pile on the left side, and the convex arc at the right end of the concrete cylindrical pile between every two cement rectangular piles is matched with a concave arc at the left end of the corresponding rectangular pile on the right side; and in this way, the piling wall with the multiple cement rectangular piles and the concrete cylindrical pile between every two corresponding rectangular piles in mutual insertion and buckling is formed, and the piling wall is used for soil blocking and leakage prevention of building foundations.
Description
Technical field
The present invention relates to a kind of piling wall and manufacture the rectangular pile and cylinder pile circular arc eye-splice piling wall manufacture equipment that use in 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, at present, be used for keeping off soil in building foundation engineering, the cement-soil pile of antiseepage 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 circular arc eye-splice piling wall manufacture equipment that can manufacture rectangular pile and the mutual circular arc eye-splice of cylinder pile.
The present invention is achieved through the following technical solutions:
The circular arc eye-splice piling wall of a kind of rectangular pile and the mutual circular arc eye-splice of cylinder pile manufactures equipment, including rectangular pile pile-formation machine and cylinder 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, driving box 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 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；Driving box one, driving box two, driving box 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 driving box three and driving box one, between driving box three and driving box 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 knife respectively；The right back of driving box two and right front export one respectively and drive axle two, and the right-hand member of this each driving axle two fixes a recessed dise knife respectively；The left back of driving box one and left front export one respectively and drive axle two, and the left end of this each driving axle two fixes a recessed dise knife respectively.
Cylinder pile pile-formation machine includes following structure: the upper end of the lower end fixed motor two of drilling rod two, and the output shaft of motor two lower end is fixed with drill bit two.
The present invention has following feature:
The present invention can manufacture the piling wall of the mutual eye-splice of concrete circular stanchion between multiple soil cement rectangular pile and each two rectangular pile, for the gear soil on building basis, antiseep.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Fig. 1 is the front view of rectangular pile pile-formation machine；
Fig. 2 is the A A view of Fig. 1；
Fig. 3 is the front view of cylinder pile pile-formation machine；
Fig. 4 is the cross-sectional view of rectangular pile and the mutual eye-splice of cylinder pile.
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, axle one is driven, 9, stirring knife, 10, armstand one, 11, armstand two, 12, drilling rod one, 13, drill bit one, 14, axle two is driven, 15, recessed dise knife, 16, linking arm, 21, drilling rod two, 22, motor two, 23, drill bit 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 cylinder 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, driving box 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 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；Driving box one, driving box two, driving box 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 driving box three and driving box one, between driving box three and driving box 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 knife 9 respectively；The right back of driving box 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 recessed dise knife 15 respectively；The left back of driving box one and left front export one respectively and drive axle 2 14, and the left end of this each driving axle two fixes a recessed dise knife 15 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 driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box 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 driving box one；Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by the unhewn earth of drill bit one between each two drill bit one, between two common tangents of two drill bit one cylindricals and cement mortar stirring, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into concave arc by two recessed dise knifes of right-hand member in rotation；Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into concave arc by two recessed dise knifes 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 rectangle cement earth pile of concave arc.
Cylinder pile pile-formation machine includes the structure in Fig. 3；Concrete structure is as follows: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23.
Cylinder pile pile-formation machine can work independently, specific works mode is as follows: during work, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, and drilling rod two is pressed in process downwards and forms circular hole, casting concrete, formation concrete circular stanchion in this hole.
The dome arc of cylinder pile is identical with the concave arc at two ends, rectangular pile left and right.
Rectangular pile pile-formation machine is as follows with cylinder pile pile-formation machine associated working process: first in the original position needing pile axis, a soil cement rectangular pile is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, on the right side of this rectangular pile, the distance of one cylinder pile in interval remanufacture second soil cement rectangular pile, so manufacture multiple soil cement rectangular piles of one the cylinder pile distance in multiple intervals；When the soil cement intensity of the rectangular pile on both sides reaches a timing, again in the spacing between each two rectangular pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, the dome arc making the concrete circular stanchion left end between each two soil cement rectangular pile is fit to the concave arc of left side rectangular pile right-hand member, the dome arc of concrete circular stanchion right-hand member is fit to the concave arc of the right soil cement rectangular pile left end, the piling wall of the mutual eye-splice of concrete circular stanchion being thusly-formed between multiple soil cement rectangular pile and each two rectangular pile, gear soil for building basis, antiseep.
Claims (2)
1. circular arc eye-splice piling wall manufactures an equipment, including rectangular pile pile-formation machine and cylinder 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, driving box 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 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)；Driving box one, driving box two, driving box 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 driving box three and driving box one, between driving box three and driving box 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 knife (9) respectively；The right back of driving box 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 recessed dise knife (15) respectively；The left back of driving box one and left front export one respectively and drive axle two (14), and the left end of this each driving axle two fixes a recessed dise knife (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 driving box three operating, driving box three is by driving the rotation of axle one to drive driving box one, driving box two to operate in operation process, and driving box 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 driving box one；Driving box one, driving box two, driving box three drive drill bit one rotation respectively through the drilling rod one of its lower end, and the earth of its lower end is stirred with cement mortar by three drill bits one in rotation；Two drive axle one to drive two linking arms on each driving axle one to drive stirring knife around driving axle one rotation in rotation respectively, stirring knife in rotation process by the unhewn earth of drill bit one between each two drill bit one, between two common tangents of two drill bit one cylindricals and cement mortar stirring, two of right-hand member drive axle two to drive two recessed dise knifes driven on axle two of right-hand member to rotate in rotation respectively, and the soil body of the termination of right part and cement mortar are stirred into concave arc by two recessed dise knifes of right-hand member in rotation；Two of left end drive axle two to drive two recessed dise knifes driven on axle two of left end to rotate in rotation respectively, and the soil body of the termination of left part and cement mortar are stirred into concave arc by two recessed dise knifes 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 rectangle cement earth pile of concave arc；
The concrete structure of cylinder pile pile-formation machine includes: the upper end of the lower end fixed motor 2 22 of drilling rod 2 21, and the output shaft of motor two lower end is fixed with drill bit 2 23；
The specific works mode of cylinder pile pile-formation machine: during work, drill bit is irrigated water under high pressure by grouting pump, motor two drives drill bit two rotation, drill bit two in rotary course by the soil cutting of drill bit lower end, the soil body machined away is mixed in mud, mud flows out from hole, drilling rod two is pressed in process downwards and forms circular hole, casting concrete, formation concrete circular stanchion in this hole；
Rectangular pile pile-formation machine and cylinder pile pile-formation machine associated working process: first in the original position needing pile axis, a soil cement rectangular pile is manufactured according to the working method of above-mentioned rectangular pile pile-formation machine with rectangular pile pile-formation machine, on the right side of this rectangular pile, the distance of one cylinder pile in interval remanufacture second soil cement rectangular pile, so manufacture multiple soil cement rectangular piles of one the cylinder pile distance in multiple intervals；When the soil cement intensity of the rectangular pile on both sides reaches a timing, again in the spacing between each two rectangular pile, a concrete circular stanchion is manufactured according to the working method of above-mentioned cylinder pile pile-formation machine with cylinder pile pile-formation machine, the dome arc making the concrete circular stanchion left end between each two soil cement rectangular pile is fit to the concave arc of left side rectangular pile right-hand member, the dome arc of concrete circular stanchion right-hand member is fit to the concave arc of the right soil cement rectangular pile left end, the piling wall of the mutual eye-splice of concrete circular stanchion being thusly-formed between multiple soil cement rectangular pile and each two rectangular pile, gear soil for building basis, antiseep.
2. circular arc eye-splice piling wall according to claim 1 manufactures equipment, it is characterised in that: the dome arc of cylinder pile is identical with the concave arc at two ends, rectangular pile left and right.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088920.2A CN105714795A (en) | 2016-02-18 | 2016-02-18 | Manufacturing equipment for arc insertion and buckling piling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610088920.2A CN105714795A (en) | 2016-02-18 | 2016-02-18 | Manufacturing equipment for arc insertion and buckling piling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105714795A true CN105714795A (en) | 2016-06-29 |
Family
ID=56156811
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610088920.2A Withdrawn CN105714795A (en) | 2016-02-18 | 2016-02-18 | Manufacturing equipment for arc insertion and buckling piling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105714795A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604020A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Arc buckling Y-shaped pile manufacturing device |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105672280A (en) * | 2016-02-18 | 2016-06-15 | 宗琪 | Arc locking port pile wall manufacturing equipment |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JP2013227747A (en) * | 2012-04-24 | 2013-11-07 | Re Earth Corp | Soil improvement body, soil improvement structure, and foundation construction method |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
| CN105604011A (en) * | 2016-02-18 | 2016-05-25 | 李会修 | Arc locking pile wall production equipment |
| CN105672280A (en) * | 2016-02-18 | 2016-06-15 | 宗琪 | Arc locking port pile wall manufacturing equipment |
| CN105735254A (en) * | 2016-02-18 | 2016-07-06 | 申秀实 | Piling wall manufacturing device |
-
2016
- 2016-02-18 CN CN201610088920.2A patent/CN105714795A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| JP2013227747A (en) * | 2012-04-24 | 2013-11-07 | Re Earth Corp | Soil improvement body, soil improvement structure, and foundation construction method |
| CN105178296A (en) * | 2015-08-09 | 2015-12-23 | 朱艳菊 | H-shaped mixing pile equipment |
| CN105604011A (en) * | 2016-02-18 | 2016-05-25 | 李会修 | Arc locking pile wall production equipment |
| CN105672280A (en) * | 2016-02-18 | 2016-06-15 | 宗琪 | Arc locking port pile wall manufacturing equipment |
| CN105735254A (en) * | 2016-02-18 | 2016-07-06 | 申秀实 | Piling wall manufacturing device |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604020A (en) * | 2016-02-18 | 2016-05-25 | 宗琪 | Arc buckling Y-shaped pile manufacturing device |
| CN105625408A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc locking T-shaped piles |
| CN105625409A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-buckling X-shaped piles |
| CN105625407A (en) * | 2016-02-18 | 2016-06-01 | 宗琪 | Manufacturing equipment for circular-arc inserting-connecting V-shaped piles |
| CN105672280A (en) * | 2016-02-18 | 2016-06-15 | 宗琪 | Arc locking port pile wall manufacturing equipment |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105672280A (en) | Arc locking port pile wall manufacturing equipment | |
| CN105714779A (en) | Arc splicing manufacture equipment of Y-shaped piles | |
| CN105421389A (en) | Circular-arc folding equipment for crossed piles and rectangular piles | |
| CN105604024A (en) | Arc locking Y-shaped pile production equipment | |
| CN105672285A (en) | Arc locking T-shaped pile manufacturing equipment | |
| CN105804064A (en) | Triangular pile and rectangular pile V-shaped locking wall forming equipment | |
| CN105696556A (en) | Arc inserting and buckling Y-shaped pile manufacturing equipment | |
| CN105672273A (en) | Arc locking T pile manufacturing equipment | |
| CN105604011A (en) | Arc locking pile wall production equipment | |
| CN105735254A (en) | Piling wall manufacturing device | |
| CN105586883A (en) | Arc-shaped locked Y-shaped pile manufacturing equipment | |
| CN105569020A (en) | Manufacturing equipment for Y-shaped piles in arc-shaped locking | |
| CN105604020A (en) | Arc buckling Y-shaped pile manufacturing device | |
| CN105714795A (en) | Manufacturing equipment for arc insertion and buckling piling wall | |
| CN105586886A (en) | Device for manufacturing arc buckling Y-shaped piles | |
| CN105714789A (en) | V-shaped pile manufacturing device | |
| CN105672284A (en) | Arc locking V-shaped pile manufacturing equipment | |
| CN105714793A (en) | Circular-arc inserting X pile manufacturing equipment | |
| CN105672274A (en) | Arc locking X pile manufacturing equipment | |
| CN105604008A (en) | Manufacturing equipment of circular-arch-shaped plugging T-shaped piles | |
| CN105586888A (en) | Device for manufacturing arc buckling trapezoid combined piles | |
| CN105649529A (en) | Arc lock catch V-shaped pile manufacturing device | |
| CN105586907A (en) | Circular-arc counterbored trapezoidal composite pile manufacturing device | |
| CN105586896A (en) | Manufacturing equipment for arc plugging-buckling cross piles | |
| CN105625398A (en) | Manufacturing equipment for circular-arc inserting-buckling 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 | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20160629 |