CN203729306U - Anti-slide pile and soil retaining plate supporting structure - Google Patents
Anti-slide pile and soil retaining plate supporting structure Download PDFInfo
- Publication number
- CN203729306U CN203729306U CN201320894279.3U CN201320894279U CN203729306U CN 203729306 U CN203729306 U CN 203729306U CN 201320894279 U CN201320894279 U CN 201320894279U CN 203729306 U CN203729306 U CN 203729306U
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- Prior art keywords
- soil retaining
- breast boards
- pile
- retaining plate
- supporting structure
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- Expired - Fee Related
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Abstract
The utility model relates to a constructional engineering structure, particularly to an anti-slide pile and soil retaining plate supporting structure. The anti-slide pile and soil retaining plate supporting structure is formed by anti-slide piles and soil retaining plates; the anti-slide piles are inserted into the soil retaining plates in a penetrating mode; the height of the top of every anti-slide pile is the same as that of the edge of the upper portion of every soil retaining plate; extensible joints are reserved between contact surfaces of the anti-slide piles and the soil retaining plates; the extensible joints are filled with sealing grease; the soil retaining plates are provided with drain holes. The anti-slide pile and soil retaining plate supporting structure has the advantages of being reasonable in design, low in construction cost, high in self-strength, good in supporting strength and the like.
Description
Technical field
The utility model relates to a kind of building engineering structure, especially relates to a kind of antislide pile and breast boards supporting and protection structure.
Background technology
Along with the development of urban construction and infrastructure construction, the good construction plant of geological conditions is less, what at present numerous building lots adopted is the soil foundation after backfilling of earthwork, because backfill time of the soil body is shorter and do not take effectively to roll fixed measure, bring sizable difficulty to the excavation of foundation ditch and the supporting of side slope, if do not take effective pattern foundation pit supporting structure in the time of excavation of foundation pit, this will bring great difficulty and loss even to cause personal safety accident to follow-up construction.Antislide pile and breast boards supporting and protection structure are to utilize soldier pile, wall to insert at the bottom of foundation ditch certain depth in the hard soil body, and piling wall forms the entirety of a sealing, utilize himself intensity to resist soil body slipping and the one that the collapses type supporting and protection structure of blocking.
Summary of the invention
The utility model is mainly that construction cost is higher for the existing complex structure of prior art, and self intensity is not high, the technical problem of the poor grade of supporting intensity, provides a kind of simple in structure, and construction cost is lower, self intensity is higher, the good antislide pile of supporting intensity and breast boards supporting and protection structure.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals: antislide pile and breast boards supporting and protection structure are made up of antislide pile and breast boards, antislide pile interts in breast boards, antislide pile overhead height is identical with breast boards top edge height, between antislide pile and breast boards contact surface, leave shrinkage joint, in shrinkage joint, be filled with stop-leak compound, on breast boards, have spilled water hole.Antislide pile is rectangular pile, and method and the hand excavated pile of its pore-forming are basic identical, and pile body should be mounted on basement rock through landslide layer.
As preferably, spilled water hole is downward-sloping.Pvc pipe spilled water hole is installed on breast boards, and spilled water hole is slightly downward-sloping, is beneficial to the excretion of water.
Therefore, the utlity model has design more reasonable, construction cost is lower, and self intensity is higher, the feature such as supporting intensity is better.
Brief description of the drawings
Accompanying drawing 1 is overall structure schematic diagram of the present utility model.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment 1: antislide pile and breast boards supporting and protection structure are made up of antislide pile and breast boards, antislide pile 1 interts in breast boards 2, antislide pile 1 overhead height is identical with breast boards 2 top edge height, between antislide pile 1 and breast boards 2 contact surfaces, leave shrinkage joint 3, in shrinkage joint, be filled with stop-leak compound, on breast boards 2, have spilled water hole 4, spilled water hole 4 downward-sloping (as shown in Figure 1).
Claims (2)
1. an antislide pile and breast boards supporting and protection structure, formed by antislide pile and breast boards, it is characterized in that described antislide pile (1) interts in breast boards (2), antislide pile (1) overhead height is identical with breast boards (2) top edge height, between antislide pile (1) and breast boards (2) contact surface, leave shrinkage joint (3), in shrinkage joint, be filled with stop-leak compound, on breast boards (2), have spilled water hole (4).
2. antislide pile according to claim 1 and breast boards supporting and protection structure, is characterized in that described spilled water hole (4) is downward-sloping.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320894279.3U CN203729306U (en) | 2013-12-25 | 2013-12-25 | Anti-slide pile and soil retaining plate supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320894279.3U CN203729306U (en) | 2013-12-25 | 2013-12-25 | Anti-slide pile and soil retaining plate supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203729306U true CN203729306U (en) | 2014-07-23 |
Family
ID=51199391
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320894279.3U Expired - Fee Related CN203729306U (en) | 2013-12-25 | 2013-12-25 | Anti-slide pile and soil retaining plate supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203729306U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104863176A (en) * | 2015-06-10 | 2015-08-26 | 上海煤气第二管线工程有限公司 | Natural gas pipeline engineering retaining wall and construction method thereof |
| CN105089045A (en) * | 2015-03-10 | 2015-11-25 | 重庆大学 | Breast board used for supporting and blocking suspended soil body between two adjacent piles |
| CN106013190A (en) * | 2016-07-06 | 2016-10-12 | 四川省交通运输厅交通勘察设计研究院 | Sheet-pile wall and construction method thereof |
| CN107700424A (en) * | 2017-11-15 | 2018-02-16 | 中船第九设计研究院工程有限公司 | A kind of yacht wharf pontoon bridge pile holding structure |
| CN110670605A (en) * | 2019-09-16 | 2020-01-10 | 中冶交通建设集团有限公司 | Mountain road slope reinforcing method |
| CN111851571A (en) * | 2020-07-30 | 2020-10-30 | 深圳市岩土综合勘察设计有限公司 | Construction method of inter-pile soil retaining plate |
-
2013
- 2013-12-25 CN CN201320894279.3U patent/CN203729306U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105089045A (en) * | 2015-03-10 | 2015-11-25 | 重庆大学 | Breast board used for supporting and blocking suspended soil body between two adjacent piles |
| CN104863176A (en) * | 2015-06-10 | 2015-08-26 | 上海煤气第二管线工程有限公司 | Natural gas pipeline engineering retaining wall and construction method thereof |
| CN106013190A (en) * | 2016-07-06 | 2016-10-12 | 四川省交通运输厅交通勘察设计研究院 | Sheet-pile wall and construction method thereof |
| CN107700424A (en) * | 2017-11-15 | 2018-02-16 | 中船第九设计研究院工程有限公司 | A kind of yacht wharf pontoon bridge pile holding structure |
| CN110670605A (en) * | 2019-09-16 | 2020-01-10 | 中冶交通建设集团有限公司 | Mountain road slope reinforcing method |
| CN111851571A (en) * | 2020-07-30 | 2020-10-30 | 深圳市岩土综合勘察设计有限公司 | Construction method of inter-pile soil retaining plate |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140723 Termination date: 20141225 |
|
| EXPY | Termination of patent right or utility model |