CN202809647U - Long-short-pile pile plate retaining wall - Google Patents
Long-short-pile pile plate retaining wall Download PDFInfo
- Publication number
- CN202809647U CN202809647U CN 201220537256 CN201220537256U CN202809647U CN 202809647 U CN202809647 U CN 202809647U CN 201220537256 CN201220537256 CN 201220537256 CN 201220537256 U CN201220537256 U CN 201220537256U CN 202809647 U CN202809647 U CN 202809647U
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- Prior art keywords
- pile
- long
- stake
- short
- length
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- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a long-short-pile pile plate retaining wall which comprises a baffle and a plurality of pile bodies, the baffle is vertically arranged, and the plurality of the pile bodies are arranged on one side of the baffle and implanted into a soil layer. The long-short-pile pile plate retaining wall is characterized that the pile bodies consist of long piles and short piles, and the long piles and the short piles are distributed alternately. The lengths of the short piles are greater of one second than that of the long piles. The long-short-pile pile plate retaining wall is simple in structure. Multiple pile bodies are arranged on the short piles of short lengths so that materials can be well saved, and thus engineering cost is reduced.
Description
Technical field
The utility model relates to a kind of barricade that bankets, and relates in particular to a kind of length stake stake plate barricade.
Background technology
At present, use in a large number the wall-retaining structure that bankets in construction work, its king-pile plate wall-retaining structure is comparatively commonly used, and conventional piles plate barricade mainly contains pile body and baffle plate and consists of, its pile body or adopt full solid pile, or adopt full hollow pile; But according to the mechanical characteristic of stake, the suffered shearing in stake middle part and moment of flexure are large, and two ends are stressed little, thereby to adopt full solid pile be very uneconomic; Although yet full hollow pile is subjected to curved ability strong, because body section is long-pending little in fact, a little less than the shearing resistance ability.
The utility model content
For the prior art above shortcomings, the purpose of this utility model just is to provide a kind of length stake stake plate barricade, can either satisfy the requirement of bearing shearing and moment of flexure, can reduce construction costs again.
To achieve these goals, the technical solution adopted in the utility model is such: a kind of length stake stake plate barricade, the baffle plate and the several pile body that is positioned at baffle plate one side and implants soil layer that comprise vertical setting, it is characterized in that: described pile body comprises long stake and stub, and described long stake and stub are alternately distributed.
Further, the length of described stub is greater than 1/2 of long pile length.
Further, the material of described pile body and baffle plate is steel concrete.
Compared with prior art, the utility model has the advantage of: simple in structure, be set to the short stub of length by the part pile body, can save well material, thereby reduce construction costs; Simultaneously, the long stake that the interval arranges, what can guarantee well a plate top bears shearing and moment of flexure ability.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the top view of Fig. 1.
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. 2,3 plate barricades of a kind of length stake, comprise baffle plate 1 and several pile body that is positioned at baffle plate 1 one sides and implants soil layer 4 of vertical setting, the material of described pile body and baffle plate 1 is steel concrete, can further improve integrally-built stability and supporting capacity.Described pile body comprises long stake 2 and the so-called long stake 2 of stub 3(and stub 3, is comparatively speaking, and namely the length of long stake 2 is greater than the length of stub 3), described long stake 2 and stub 3 are alternately distributed.As a kind of mode, the length of described stub 3 in the situation of economical with materials, guarantees the quality of stake plate barricade greater than 1/2 of the length of growing stake 2 to greatest extent.When Specific construction, then the pile body of at first constructing, and default connecting reinforcement or other syndetons are set are shaped to one by cast-in-place mode with baffle plate 1 and pile body, and this spline structure is more firm, and it is stronger to bear the ability of banketing.
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, although the applicant has been described in detail the utility model with reference to preferred embodiment, 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 (3)
1. length stake stake plate barricade comprises baffle plate and several pile body that is positioned at baffle plate one side and implants soil layer of vertical setting, and it is characterized in that: described pile body comprises long stake and stub, and described long stake and stub are alternately distributed.
2. length stake stake plate barricade according to claim 1, it is characterized in that: the length of described stub is greater than 1/2 of long pile length.
3. length stake stake plate barricade according to claim 1, it is characterized in that: the material of described pile body and baffle plate is steel concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220537256 CN202809647U (en) | 2012-10-19 | 2012-10-19 | Long-short-pile pile plate retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220537256 CN202809647U (en) | 2012-10-19 | 2012-10-19 | Long-short-pile pile plate retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202809647U true CN202809647U (en) | 2013-03-20 |
Family
ID=47868556
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220537256 Expired - Fee Related CN202809647U (en) | 2012-10-19 | 2012-10-19 | Long-short-pile pile plate retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202809647U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352468A (en) * | 2013-04-08 | 2013-10-16 | 温州天然工程勘察有限公司 | Method for laying rigid long piles and rigid short piles in deep foundation pit support engineering in thick-sludge soft soil area |
-
2012
- 2012-10-19 CN CN 201220537256 patent/CN202809647U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103352468A (en) * | 2013-04-08 | 2013-10-16 | 温州天然工程勘察有限公司 | Method for laying rigid long piles and rigid short piles in deep foundation pit support engineering in thick-sludge soft soil area |
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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: 20130320 Termination date: 20131019 |