CN200964585Y - All-bushing perfusion stake bitten cement earth stake - Google Patents
All-bushing perfusion stake bitten cement earth stake Download PDFInfo
- Publication number
- CN200964585Y CN200964585Y CN 200620019434 CN200620019434U CN200964585Y CN 200964585 Y CN200964585 Y CN 200964585Y CN 200620019434 CN200620019434 CN 200620019434 CN 200620019434 U CN200620019434 U CN 200620019434U CN 200964585 Y CN200964585 Y CN 200964585Y
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- Prior art keywords
- pile
- stake
- cement
- cement earth
- bushing
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- Expired - Fee Related
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Abstract
The utility model discloses a complete sleeve pouring pile occluding a soil cement pile, belonging to a construction pile, in particular to a combined typed pile body. The device is characterized in that the combined typed pile is formed as integration by occlusion of a side wall of the complete sleeve pouring pile and a side wall of the soil cement pile. The utility model has the advantages of a simple structure, a high integral rigidity, a good anti leakage effect and a low production cost.
Description
Technical field
The utility model belongs to the pile body of building, particularly the combined type pile body.
Background technology
The normal retaining fortifield village protection structure that adopts of soft clay area has common boring supporting campshed, cement mixing method, the stake of SMW worker's method, diaphragm wall, fully-sleeved filled pile (concrete) interlock stake etc.The shear strength of common boring supporting campshed is low, and the safety and the poor-performing that intercepts water are bigger to the environmental protection influence; It is bigger that cement mixing method exists the construction plant to take, and integral rigidity is low, in order to remedy the deficiency on intensity and the rigidity, can only strengthen the volume of pile body; The construction technology of SMW worker's method stake is complicated, and wall quality, integral rigidity are desirable not enough, and only as temporary structure; Construction of continuous concrete wall technology is complicated, and mud is big to the environmental protection influence, exists reinforcement ratio higher, so cost is higher; Fully-sleeved filled pile (concrete) interlock stake is than environmental protection, the integral rigidity ideal, and anti-seepage effect is better, but during in the excavation of foundation pit degree of depth≤10 meter, cost is higher relatively.
Summary of the invention
Technical problem to be solved in the utility model provides a kind of Bushing complete compresol pile occlusion rammed-cement-soil pile, and it is simple in structure, the integral rigidity height, and antiseep is effective, and cost is lower.
Solving the scheme that technical problem of the present utility model adopts is: form whole compound pile with the sidewall of fully-sleeved filled pile and the mutual interlock of sidewall of cement earth pile.
The compound pile that this is novel is owing to taked fully-sleeved filled pile and the structure of the mutual interlock overlap joint of cement earth pile, the bending resistance structure king pile of body of wall is a fully-sleeved filled pile, the auxilliary stake that cement earth pile transmits as lateral stress, the arranged spaced mode of two kinds of pile bodies can reduce the reinforcement ratio of supporting and protection structure, both guarantee certain intensity, reduced cost again; The outer freight volume of the roach of two kinds of pile bodies is all less, need not mud off, and is therefore very little to the environmental protection influence; Because the interlock stake is construction continuously, do not have constuction joint between stake, so the antiseep effect is better.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Each label is represented successively among the figure: cement earth pile 1, fully-sleeved filled pile 2, occlusal surface 3.
The specific embodiment
Referring to Fig. 1, this interlock stake is the sidewall that is embedded (cutting) cement earth piles 1 by fully-sleeved filled pile 2, overlaps mutually and the combination pile body that forms, becomes the occlusal surface 3 of integral body in the concrete setting of the position of its overlap joint, make the existing integral intensity of pile body, good antiseep is arranged again.In construction, two kinds of stakes have simultaneously possessed the few characteristics of roach outward transport, thereby very little to the environmental protection influence.Can be during construction according to concrete building requirements, diameter to two kinds of stakes is joined choosing flexibly in the scope of 600mm～1200mm, also can be from the angle and the view of function of economy, reinforcement ratio in the fully-sleeved filled pile 2 is made only selection, but the single cement earth pile of fully-sleeved filled pile interlock simultaneously, but also many continuous cement earth piles of interlock.
Claims (2)
1, a kind of Bushing complete compresol pile occlusion rammed-cement-soil pile is characterized in that: the sidewall of fully-sleeved filled pile and the sidewall of cement earth pile are bited into whole compound pile mutually.
2, by the described Bushing complete compresol pile occlusion rammed-cement-soil pile of claim 1, it is characterized in that: the suitable diameter of fully-sleeved filled pile and cement earth pile is 600mm～1200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620019434 CN200964585Y (en) | 2006-04-12 | 2006-04-12 | All-bushing perfusion stake bitten cement earth stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620019434 CN200964585Y (en) | 2006-04-12 | 2006-04-12 | All-bushing perfusion stake bitten cement earth stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200964585Y true CN200964585Y (en) | 2007-10-24 |
Family
ID=38868597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620019434 Expired - Fee Related CN200964585Y (en) | 2006-04-12 | 2006-04-12 | All-bushing perfusion stake bitten cement earth stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200964585Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418348A (en) * | 2011-08-23 | 2012-04-18 | 谢清光 | Construction technology of using occlusive pile to form underground continuous wall |
| CN102900077A (en) * | 2012-11-08 | 2013-01-30 | 上海强劲地基工程股份有限公司 | Construction method of six-shaft cement mixing piles |
| CN103556634A (en) * | 2013-09-29 | 2014-02-05 | 国鼎(南通)管桩有限公司 | High-strength prestress combined support pile |
| CN103556633A (en) * | 2013-09-29 | 2014-02-05 | 国鼎(南通)管桩有限公司 | High-strength special-shaped prestress combined support pile |
| CN104563095A (en) * | 2014-12-18 | 2015-04-29 | 上海建工二建集团有限公司 | Novel enclosure system of soft-hard occlusion piles and construction method |
| CN104863120A (en) * | 2015-05-13 | 2015-08-26 | 中国建筑第八工程局有限公司 | Occlusive pile construction method and prefabricated occlusive piles used for method |
| CN109113086A (en) * | 2018-10-24 | 2019-01-01 | 湖北工业大学 | A kind of steel reinforced concrete combined cofferdam construction method in deep water exposed bedrock riverbed area |
-
2006
- 2006-04-12 CN CN 200620019434 patent/CN200964585Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418348A (en) * | 2011-08-23 | 2012-04-18 | 谢清光 | Construction technology of using occlusive pile to form underground continuous wall |
| CN102900077A (en) * | 2012-11-08 | 2013-01-30 | 上海强劲地基工程股份有限公司 | Construction method of six-shaft cement mixing piles |
| CN102900077B (en) * | 2012-11-08 | 2015-01-21 | 上海强劲地基工程股份有限公司 | Construction method of six-shaft cement mixing piles |
| CN103556634A (en) * | 2013-09-29 | 2014-02-05 | 国鼎(南通)管桩有限公司 | High-strength prestress combined support pile |
| CN103556633A (en) * | 2013-09-29 | 2014-02-05 | 国鼎(南通)管桩有限公司 | High-strength special-shaped prestress combined support pile |
| CN104563095A (en) * | 2014-12-18 | 2015-04-29 | 上海建工二建集团有限公司 | Novel enclosure system of soft-hard occlusion piles and construction method |
| CN104863120A (en) * | 2015-05-13 | 2015-08-26 | 中国建筑第八工程局有限公司 | Occlusive pile construction method and prefabricated occlusive piles used for method |
| CN109113086A (en) * | 2018-10-24 | 2019-01-01 | 湖北工业大学 | A kind of steel reinforced concrete combined cofferdam construction method in deep water exposed bedrock riverbed area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Zhongkuang Resources Exploration Co., Ltd Assignor: Kunming Jiecheng Foundation Engineering & Machine Co., Ltd. Contract fulfillment period: 2007.11.28 to 2015.11.30 Contract record no.: 2009110000064 Denomination of utility model: All-bushing perfusion stake bitten cement earth stake Granted publication date: 20071024 License type: Exclusive license Record date: 20090505 |
|
| LIC | Patent licence contract for exploitation submitted for record |
Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2007.11.28 TO 2015.11.30; CHANGE OF CONTRACT Name of requester: ZHONGKUANG RESOURCES EXPLORATION CO., LTD. Effective date: 20090505 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071024 Termination date: 20150412 |
|
| EXPY | Termination of patent right or utility model |