CN103061356B - X-type sequence pile retaining wall manufacturing equipment - Google Patents
X-type sequence pile retaining wall manufacturing equipment Download PDFInfo
- Publication number
- CN103061356B CN103061356B CN201310050463.4A CN201310050463A CN103061356B CN 103061356 B CN103061356 B CN 103061356B CN 201310050463 A CN201310050463 A CN 201310050463A CN 103061356 B CN103061356 B CN 103061356B
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- China
- Prior art keywords
- semicircle
- type stake
- stake tool
- tool
- type
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Links
- 238000004519 manufacturing process Methods 0.000 title abstract 2
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 4
- 239000007788 liquid Substances 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 239000004576 sand Substances 0.000 abstract description 3
- 239000012530 fluid Substances 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 1
- 238000003466 welding Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention provides X-type sequence pile retaining wall manufacturing equipment comprising a semicircle A and a semicircle B, wherein the two end heads of the left end of the semicircle A are respectively provided with T-shaped heads; semicircular buckles are respectively arranged on two end heads of the right end of the semicircle B; the middle of a circular-arc surface of the semicircle A and the middle of a circular-arc surface of the semicircle B are connected in a butt welding manner to form an X-type pile tool; and fixing plates are respectively welded at front and back edges of a connecting part of the semicircle A and the semicircle B for achieving fixing and widening effects. According to the X-type pile tool disclosed by the invention, when concrete on the two sides of the X-type pile tool is not primarily condensed, the X-type pile tool is provided; the fluid concrete on the two sides is naturally folded and two cylindrical piles form a whole body; and phenomena of mud carrying, sand carrying, water leakage and the like do not exist between piles.
Description
Technical field
The present invention relates to a kind of retaining wall making apparatus, particularly X-type sequence pile retaining wall making apparatus in the Retaining Wall Engineering of a kind of underground.
Background technology
At present, the preparation method of sequence pile retaining wall is: bore a circular hole, transfer reinforcing cage concrete perfusion pile, position, one, interval, then bored pile, thereafter the stake position pile at interval is bored again, so, become one sequence pile diaphragm wall, because every stake is all that gradation is shaping, so, there is phenomenons such as pressing from both sides mud, burning into sand, leak between stake and stake.
Summary of the invention
The present invention compensate for above shortcoming, provides a kind of X-type sequence pile retaining wall making apparatus.
The present invention is achieved through the following technical solutions:
A kind of X-type sequence pile retaining wall making apparatus, comprise semicircle A and semicircle B, left end two terminations of semicircle A are respectively equipped with T-head, right-hand member two terminations of semicircle B are respectively equipped with half round buckle, by in the middle of the arc surface of semicircle A with the arc surface of semicircle B in the middle of to being welded into X-type stake tool, before and after the junction of semicircle A and semicircle B, both sides are welded with fixed head respectively and reinforce, widen.
The present invention has following feature:
It is when the non-initial set of the ambilateral concrete of X-type stake that the present invention carries X-type stake tool, and propose X-type stake tool, the liquid concrete of both sides closes up naturally, and two cylindrical pile body are in aggregates, there is not phenomenons such as pressing from both sides mud, burning into sand, leak between stake and stake.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated:
Accompanying drawing 1 is structural representation of the present invention.
Accompanying drawing 2 is A-A view.
In figure: 1, T-head, 2, half round buckle, 3, semicircle A, 4, semicircle B, 5, fixed head.
Detailed description of the invention
Accompanying drawing is a kind of specific embodiment of the present invention, this embodiment comprises semicircle A3 and semicircle B4, left end two terminations of semicircle A are respectively equipped with T-head 1, right-hand member two terminations of semicircle B are respectively equipped with half round buckle 2, by in the middle of the arc surface of semicircle A with the arc surface of semicircle B in the middle of to being welded into X-type stake tool, before and after the junction of semicircle A and semicircle B, both sides are welded with fixed head 5 respectively and reinforce, widen.
The present invention needs two pieces of X-type stake tools and X-type stake tool A and X-type stake tool B, during work, first X-type stake tool A is squeezed into, then the semicircle T-head of X-type stake tool B being aimed at X-type stake tool A is cramped into X-type stake tool B, the soil body in the cylinder form X-type stake tool A and X-type stake tool B digs out, put into reinforcing cage concreting, thereafter, X-type stake tool A is proposed, the semicircle T-head of X-type stake tool A being aimed at X-type stake tool B is again cramped into X-type stake tool A, digs out the soil body in the cylinder of two tool compositions, puts into reinforcing cage concreting, reintroduce X-type stake tool B, iterative cycles like this.
Claims (1)
1. an X-type sequence pile retaining wall making apparatus, comprise semicircle A(3) and semicircle B(4), left end two terminations of semicircle A are respectively equipped with T-head (1), right-hand member two terminations of semicircle B are respectively equipped with half round buckle (2), it is characterized in that: by middle to being welded into X-type stake tool with the arc surface of semicircle B in the middle of the arc surface of semicircle A, during work, first X-type stake tool A is squeezed into, then the semicircle T-head of X-type stake tool B being aimed at X-type stake tool A is cramped into X-type stake tool B, the soil body in the cylinder form X-type stake tool A and X-type stake tool B digs out, put into reinforcing cage concreting, thereafter, X-type stake tool A is proposed, the semicircle T-head of X-type stake tool A being aimed at X-type stake tool B is again cramped into X-type stake tool A, dig out the soil body in the cylinder of two tool compositions, put into reinforcing cage concreting, reintroduce X-type stake tool B, carrying X-type stake tool is when the non-initial set of the ambilateral concrete of X-type stake, X-type stake tool is proposed, the liquid concrete of both sides closes up naturally, two cylindrical pile body are in aggregates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310050463.4A CN103061356B (en) | 2013-02-14 | 2013-02-14 | X-type sequence pile retaining wall manufacturing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310050463.4A CN103061356B (en) | 2013-02-14 | 2013-02-14 | X-type sequence pile retaining wall manufacturing equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103061356A CN103061356A (en) | 2013-04-24 |
| CN103061356B true CN103061356B (en) | 2015-07-01 |
Family
ID=48104222
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310050463.4A Active CN103061356B (en) | 2013-02-14 | 2013-02-14 | X-type sequence pile retaining wall manufacturing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103061356B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104233999B (en) * | 2014-09-30 | 2016-05-18 | 刘启明 | Surface infrastructure is optimized multiplex mould and mould group |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000144721A (en) * | 1998-11-05 | 2000-05-26 | Takenaka Doboku Co Ltd | Cutoff wall and its execution method |
| CN1594752A (en) * | 2004-06-24 | 2005-03-16 | 陆见华 | Y-H composite tube-sinking cast-in-situ pile and construction technology thereof |
| CN101560766A (en) * | 2009-05-13 | 2009-10-21 | 江苏东大鸿基科技有限公司 | Grid-like underground continuous wall plate and production method thereof |
| CN102296592A (en) * | 2011-06-27 | 2011-12-28 | 河海大学 | Construction method of cast-in-situ X-shaped reinforced concrete pile underground continuous wall |
| CN203096760U (en) * | 2013-02-14 | 2013-07-31 | 刘玉秋 | X-type sequence pile retaining wall manufacturing device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001164563A (en) * | 1999-09-28 | 2001-06-19 | Nippon Steel Corp | Underground wall using steel member used for wall of underground structure as core |
-
2013
- 2013-02-14 CN CN201310050463.4A patent/CN103061356B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000144721A (en) * | 1998-11-05 | 2000-05-26 | Takenaka Doboku Co Ltd | Cutoff wall and its execution method |
| CN1594752A (en) * | 2004-06-24 | 2005-03-16 | 陆见华 | Y-H composite tube-sinking cast-in-situ pile and construction technology thereof |
| CN101560766A (en) * | 2009-05-13 | 2009-10-21 | 江苏东大鸿基科技有限公司 | Grid-like underground continuous wall plate and production method thereof |
| CN102296592A (en) * | 2011-06-27 | 2011-12-28 | 河海大学 | Construction method of cast-in-situ X-shaped reinforced concrete pile underground continuous wall |
| CN203096760U (en) * | 2013-02-14 | 2013-07-31 | 刘玉秋 | X-type sequence pile retaining wall manufacturing device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103061356A (en) | 2013-04-24 |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: WEN ZHOU KUNWEI CONSTRUCTION CO., LTD. Free format text: FORMER OWNER: LIU YUQIU Effective date: 20150602 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Dan Yong Inventor before: Liu Yuqiu |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: LIU YUQIU TO: DAN YONG |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20150602 Address after: Taishun County of Wenzhou City, Zhejiang province 325599 Luo Yang Zhen Yindu garden building 11, Room 308 Applicant after: Temperature state KunWei Construction Company Limited Address before: 276807 car hill area, Arashiyama District, Shandong, Rizhao City Applicant before: Liu Yuqiu |
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| C14 | Grant of patent or utility model | ||
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| CP01 | Change in the name or title of a patent holder |
Address after: 325599 Room 308, building 11, Yindu garden, Luoyang Town, Taishun County, Wenzhou City, Zhejiang Province Patentee after: Wenzhou kunwei Construction Engineering Co.,Ltd. Address before: 325599 Room 308, building 11, Yindu garden, Luoyang Town, Taishun County, Wenzhou City, Zhejiang Province Patentee before: WENZHOU KUNWEI CONSTRUCTION Co.,Ltd. |