CN1515755A - Interpile concrete shell combination slope protection pile - Google Patents
Interpile concrete shell combination slope protection pile Download PDFInfo
- Publication number
- CN1515755A CN1515755A CNA031002684A CN03100268A CN1515755A CN 1515755 A CN1515755 A CN 1515755A CN A031002684 A CNA031002684 A CN A031002684A CN 03100268 A CN03100268 A CN 03100268A CN 1515755 A CN1515755 A CN 1515755A
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- CN
- China
- Prior art keywords
- interpile
- slope protection
- slope
- pile
- protection pile
- 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.)
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- Piles And Underground Anchors (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The present invention relates to an interpile concrete shell combined slope-protecting pile. It adopts column shell body structure between piles, said shell body structure has the characteristics of strong compression strength, so that it can lkoad the side pressure of interpile concrete so as to ensure the relative stability of interpile soil body and can make the slope-protecting pile implement synergistic work and make slope more safe and reliable, at the same time it has no need of spraying and anchoring slope, so that the earth excavation can be continuously constructed.
Description
(1) technical field
The present invention relates to a kind of pattern foundation pit supporting structure form, adopt the combined supporting of slope protection pile and cylindrical shell.
(2) background technology
Conventional basic slope protection pile adopts pile body arrangement at interval, and connects by straining beam, adopts concrete to spray surface layer between its stake, guarantee that the soil body does not leak, this traditional bank protection mode shortcoming is that integral working is poor, and concrete pavement is difficult to guarantee that because of stressed unreasonable the inter-pile soil body is stable.Simultaneously, during soil excavation, need follow the side slope sprayed mortar, influence operating efficiency.
(3) summary of the invention
This method adopts the post shell structure between stake, after the slope protection pile construction finishes, pore-forming between stake, and then build the reinforced concrete shell structure and (adopt housing for the economical with materials input, and guarantee rational stress performance), shell structure is delivered to slope protection pile with the lateral pressure of inter-pile soil body.
Because of shell structure has the strong characteristic of anti-pressure ability, be enough to concrete lateral pressure between bearing peg, solved the relative stability of inter-pile soil body, guaranteed the collaborative work of slope protection pile simultaneously.Make side slope more safe and reliable.For long-term foundation construction creates conditions.Simultaneously, guaranteed that soil excavation can carry out continuously, needn't incur loss through delay the duration for inter-pile soil sprays anchor.
(4) description of drawings
Fig. 1 a: cylindrical shape stake mesosome planar configuration
Fig. 1 b: cylindrical shape stake mesosome phantom drawing
Among the figure: 1: conventional bank protection pile body; 2: cylindrical shell between stake.
(5) preferred forms
According to engineering experience, the stake footpath is 800mm, and stake heart distance is 2000mm, cylindrical shell diameter 1400mm between stake, wall thickness 100mm.
Claims (2)
1, a kind of combination slope protection pile, further pore-forming in the middle of the slope protection pile of routine, and build the cylinder concrete shell, make the bank protection system become tight integral body.
It is characterized in that different slope protection pile is connected by shell structure, form the stressed integral body of sealing, make the collaborative work of bank protection system, guarantee the stability of bank protection, avoid the soil body to leak.
2, by the slope protection pile of claim 1, it is characterized in that building between stake cylindrical hull structural.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03100268 CN1209533C (en) | 2003-01-10 | 2003-01-10 | Interpile concrete shell combination slope protection pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03100268 CN1209533C (en) | 2003-01-10 | 2003-01-10 | Interpile concrete shell combination slope protection pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1515755A true CN1515755A (en) | 2004-07-28 |
| CN1209533C CN1209533C (en) | 2005-07-06 |
Family
ID=34238958
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03100268 Expired - Fee Related CN1209533C (en) | 2003-01-10 | 2003-01-10 | Interpile concrete shell combination slope protection pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1209533C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100360745C (en) * | 2004-12-28 | 2008-01-09 | 王继忠 | Construction method for concrete pile |
| CN102587411A (en) * | 2012-02-13 | 2012-07-18 | 中天建设集团有限公司 | Method for blocking soil by casting concrete through hanging nets among fender piles in soft soil |
-
2003
- 2003-01-10 CN CN 03100268 patent/CN1209533C/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100360745C (en) * | 2004-12-28 | 2008-01-09 | 王继忠 | Construction method for concrete pile |
| CN102587411A (en) * | 2012-02-13 | 2012-07-18 | 中天建设集团有限公司 | Method for blocking soil by casting concrete through hanging nets among fender piles in soft soil |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1209533C (en) | 2005-07-06 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |