CN203129125U - Pile and beam combined retaining structure - Google Patents
Pile and beam combined retaining structure Download PDFInfo
- Publication number
- CN203129125U CN203129125U CN 201320183434 CN201320183434U CN203129125U CN 203129125 U CN203129125 U CN 203129125U CN 201320183434 CN201320183434 CN 201320183434 CN 201320183434 U CN201320183434 U CN 201320183434U CN 203129125 U CN203129125 U CN 203129125U
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- CN
- China
- Prior art keywords
- pile
- pile body
- bodies
- back timber
- stake
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- 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.)
- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a pile and beam combined retaining structure which comprises a pile board retaining wall, wherein the pile board retaining wall comprises first pile bodies and a baffle arranged between two adjacent pile bodies. The pile and beam combined retaining structure also comprises a pile top beam and second pile bodies, wherein the pile top beam and the second pile bodies are respectively positioned at the two sides of the baffle, and the second pile bodies are positioned between the two adjacent pile bodies; and the upper ends of the second pile bodies bend towards the pile top beam, and penetrate through the baffle so as to be connected with the pile top beam, and the lower ends of the second pile bodies extend downwards to places below the lower ends of the first pile bodies. The pile and beam combined retaining structure provided by the utility model has the advantages that the structure is simple, the built pile board retaining wall can be fully utilized, the retaining height of the retaining wall is increased, and the project cost is saved.
Description
Technical field
The utility model relates to a kind of barricade, relates in particular to a kind of beam associating retaining structure.
Background technology
In construction work, often run into such a case: new building is positioned near the former stake plate barricade, building excavation absolute altitude is far below building a plate barricade build-in absolute altitude, but an absolute altitude at the bottom of being higher than, and the space is too narrow between the barricade can't build barricade again with building owing to new building.In this case, generally be to build one plate barricade in original barricade position again according to building excavation absolute altitude, original plate barricade cancelled, cause sizable waste.
The utility model content
At the prior art above shortcomings, the purpose of this utility model just is to provide a kind of beam associating retaining structure, can take full advantage of and build a plate barricade, strengthens barricade and props up the retaining height, saves construction costs.
To achieve these goals, the technical solution adopted in the utility model is such: a kind of beam associating retaining structure, comprise a plate barricade, described stake plate barricade comprises first pile body and is located at baffle plate between adjacent two first pile bodies, it is characterized in that: also comprise a back timber and second pile body; Described stake back timber and second pile body lay respectively at the both sides of baffle plate, and second pile body is between adjacent two first pile bodies; The upper end of second pile body bends to stake back timber direction, and links to each other with the stake back timber after passing baffle plate; The lower ends downward of second pile body extends to the below of the first pile body lower end.
The stake back timber will be built a plate barricade (baffle plate and first pile body) Load Transfer to second pile body, and concerning building a plate barricade, the stake back timber is equivalent to the fixed section soil body (rock mass); Second pile body is then born and has been built load and the following soil pressure of the first pile body build-in absolute altitude that a plate barricade transmits.
Further, described stake back timber and second pile body are one-body molded by building.
Compared with prior art, advantage of the present utility model is: simple in structure, and can take full advantage of and build a plate barricade, strengthen barricade and prop up the retaining height, save construction costs.
Description of drawings
Fig. 1 is lateral view of the present utility model;
Fig. 2 is vertical view of the present utility model.
Among the figure: 1-the first pile body, 2-baffle plate, 3-stake back timber, 4-the second pile body.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
Embodiment: referring to Fig. 1 and Fig. 2, a kind of beam associating retaining structure comprises a plate barricade, and described stake plate barricade comprises first pile body 1 and is located at baffle plate 2 between adjacent two first pile bodies 1.Also comprise a back timber 3 and second pile body 4; Described stake back timber 3 and second pile body 4 lay respectively at the both sides of baffle plate 2, and second pile body 4 is between adjacent two first pile bodies 1; The upper end of second pile body 4 bends to stake back timber 3 directions, and links to each other with stake back timber 3 after passing baffle plate 2; The lower ends downward of second pile body 4 extends to the below of first pile body, 1 lower end.
Stake plate barricade wherein is builds a plate barricade, and the stake back timber will be built a Load Transfer of plate barricade (baffle plate) to second pile body, and concerning building a plate barricade, the stake back timber is equivalent to the fixed section soil body (rock mass); Second pile body is then born and has been built load and the following soil pressure of the first pile body build-in absolute altitude that a plate barricade transmits.
During concrete enforcement, described stake back timber 3 and second pile body 4 are one-body molded by building.Construction is convenient like this, and the combination stability of stake back timber 3 and second pile body 4 is better, and intensity is higher.
Need to prove at last, above embodiment is only in order to the technical solution of the utility model to be described but not the restriction technologies scheme, those of ordinary skill in the art is to be understood that, those are made amendment to the technical solution of the utility model or are equal to replacement, and do not break away from aim and the scope of the technical program, all should be encompassed in the middle of the claim scope of the present utility model.
Claims (2)
1. stake beam associating retaining structure comprises a plate barricade, and described stake plate barricade comprises first pile body and is located at baffle plate between adjacent two first pile bodies, it is characterized in that: also comprise a back timber and second pile body; Described stake back timber and second pile body lay respectively at the both sides of baffle plate, and second pile body is between adjacent two first pile bodies; The upper end of second pile body bends to stake back timber direction, and links to each other with the stake back timber after passing baffle plate; The lower ends downward of second pile body extends to the below of the first pile body lower end.
2. stake beam according to claim 1 is united retaining structure, it is characterized in that: described stake back timber and second pile body are one-body molded by building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320183434 CN203129125U (en) | 2013-04-12 | 2013-04-12 | Pile and beam combined retaining structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320183434 CN203129125U (en) | 2013-04-12 | 2013-04-12 | Pile and beam combined retaining structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129125U true CN203129125U (en) | 2013-08-14 |
Family
ID=48937120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320183434 Expired - Fee Related CN203129125U (en) | 2013-04-12 | 2013-04-12 | Pile and beam combined retaining structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203129125U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476292A (en) * | 2017-06-16 | 2017-12-15 | 哈尔滨工业大学建筑设计研究院 | Without the double pile element stake top shutters of Guan Liang |
-
2013
- 2013-04-12 CN CN 201320183434 patent/CN203129125U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476292A (en) * | 2017-06-16 | 2017-12-15 | 哈尔滨工业大学建筑设计研究院 | Without the double pile element stake top shutters of Guan Liang |
| CN107476292B (en) * | 2017-06-16 | 2019-04-09 | 哈尔滨工业大学建筑设计研究院 | Without the double pile element stake top shutters of crown beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130814 Termination date: 20140412 |