CN201232180Y - Novel sheet pile wall - Google Patents
Novel sheet pile wall Download PDFInfo
- Publication number
- CN201232180Y CN201232180Y CNU2008200144328U CN200820014432U CN201232180Y CN 201232180 Y CN201232180 Y CN 201232180Y CN U2008200144328 U CNU2008200144328 U CN U2008200144328U CN 200820014432 U CN200820014432 U CN 200820014432U CN 201232180 Y CN201232180 Y CN 201232180Y
- Authority
- CN
- China
- Prior art keywords
- wall
- sheet pile
- reinforced concrete
- pile wall
- concrete 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.)
- Expired - Fee Related
Links
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 17
- 238000010276 construction Methods 0.000 abstract description 7
- 239000002689 soil Substances 0.000 abstract description 5
- 239000002131 composite material Substances 0.000 abstract description 2
- 239000007787 solid Substances 0.000 abstract description 2
- 238000004873 anchoring Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 230000003319 supportive effect Effects 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model relates to a building field. The novel sheet pile wall is characterized in that a front sheet pile wall and a rear anchorage wall are fixedly connected through an anchoring pull rod, and the front sheet pile wall is of a reinforced concrete pile and sheet pile two-section integrated structure. The utility model discloses simple structure adopts composite construction sheet pile wall, synthesize its performance and cost, the sheet pile of preceding sheet pile wall hypomere can go deep into in the basis position, upper segment reinforced concrete pile combines the pillar, its holding power is strong, upper segment retaining layer is generally all for easily to the basis of exerting pressure in the sheet pile wall such as backfill soil in addition, consequently the relative hypomere of holding power that its bore will be big, the stable fixing of back anchorage wall of rear end is on solid basis in addition, strengthen the stability of sheet pile wall.
Description
One, technical field:
The utility model relates to building field, particularly the sheet pile in the building operations.
Two, background technology:
Sheet pile wall is requisite a kind of construction equipment in the building operations; protection equipment as work progress; it is mainly used in the foundation construction of various buildings; cofferdam during as the construction protection of foundation ditch or the construction of bridge class facility; present sheet pile wall divides no brace type; brace type and anchor support formula; the brace type sheet pile wall can be divided into single gripper shoe piling wall and many gripper shoes piling wall by the number of plies that support is set; the effect of sheet pile wall is to block the foundation ditch soil body all around; prevent that the soil body from gliding; prevent also simultaneously that underground water from infiltrating or gushing from the end, hole around the wall of hole, mainly bear soil pressure and water pressure, avoid influencing excavation of foundation pit.Therefore sheet pile wall requires to have good supporting, otherwise can influence follow-up construction.
Three, summary of the invention:
The purpose of this utility model is to overcome above-mentioned not enough problem, and a kind of new type of plate piling wall is provided, and simple in structure, support performance is good.
The technical scheme that the utility model is adopted for achieving the above object is: the new type of plate piling wall, fixedly connected by the grappling pull bar between its front sheet-piled wall and the back anchorage wall, front sheet-piled wall is reinforced concrete pile and two sections integrative-structures of sheet pile.
Described front sheet-piled wall epimere is a reinforced concrete pile, fixedlys connected with the back anchor wall by the grappling pull bar in its reinforced concrete pile upper end, and reinforced concrete pile lower end and sheet pile are fixed as one.
Described reinforced concrete pile is partly with pillar.
The utility model is simple in structure, adopt the composite construction sheet pile wall, comprehensive its functional performance and cost, the sheet pile of front sheet-piled wall hypomere can go deep in the basis than the position, deep, and the epimere reinforced concrete pile is in conjunction with pillar, and its support force is strong, and epimere the shelves soil layer generally all be the basis that backfill etc. is easy to exert pressure in sheet pile wall, therefore the relative hypomere of its support force that bears wants big, stable being fixed on the solid foundation of back anchorage wall of rear end in addition, the stability of stiffener piling wall.
Four, description of drawings:
Fig. 1 is the utility model structural representation.
Five, the specific embodiment:
The utility model is described in further detail below in conjunction with drawings and the specific embodiments.
New type of plate piling wall as shown in Figure 1, fixedly connected between its front sheet-piled wall and the back anchorage wall 1 by grappling pull bar 2, the front sheet-piled wall epimere is a reinforced concrete pile 3, reinforced concrete pile is partly with pillar 4, to strengthen its supportive, fixedly connected with the back anchor wall by the grappling pull bar in its reinforced concrete pile upper end, reinforced concrete pile lower end and sheet pile 5 are fixed as one.
Claims (3)
1, new type of plate piling wall is characterized in that: fixedly connected by the grappling pull bar between its front sheet-piled wall and the back anchorage wall, front sheet-piled wall is reinforced concrete pile and two sections integrative-structures of sheet pile.
2, new type of plate piling wall according to claim 1 is characterized in that: the front sheet-piled wall epimere is a reinforced concrete pile, fixedlys connected with the back anchor wall by the grappling pull bar in its reinforced concrete pile upper end, and reinforced concrete pile lower end and sheet pile are fixed as one.
3, new type of plate piling wall according to claim 1, it is characterized in that: reinforced concrete pile is partly with pillar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200144328U CN201232180Y (en) | 2008-07-22 | 2008-07-22 | Novel sheet pile wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200144328U CN201232180Y (en) | 2008-07-22 | 2008-07-22 | Novel sheet pile wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201232180Y true CN201232180Y (en) | 2009-05-06 |
Family
ID=40618554
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200144328U Expired - Fee Related CN201232180Y (en) | 2008-07-22 | 2008-07-22 | Novel sheet pile wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201232180Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101985835A (en) * | 2010-10-28 | 2011-03-16 | 刘元雪 | Supporting structure for separated pile sheet wall of side slope |
| CN102041804A (en) * | 2010-12-02 | 2011-05-04 | 李布尔 | Combined hollow plastic sheet pile wall |
| CN104532851A (en) * | 2014-12-17 | 2015-04-22 | 北京工业大学 | Recycling assembling type double-row pile and supporting method thereof |
| CN107130612A (en) * | 2017-05-10 | 2017-09-05 | 广东省建筑设计研究院 | A kind of slopes reinforced construction method |
| CN111139843A (en) * | 2020-01-07 | 2020-05-12 | 南京林业大学 | Bamboo pile slope protection structure |
-
2008
- 2008-07-22 CN CNU2008200144328U patent/CN201232180Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101985835A (en) * | 2010-10-28 | 2011-03-16 | 刘元雪 | Supporting structure for separated pile sheet wall of side slope |
| CN102041804A (en) * | 2010-12-02 | 2011-05-04 | 李布尔 | Combined hollow plastic sheet pile wall |
| CN104532851A (en) * | 2014-12-17 | 2015-04-22 | 北京工业大学 | Recycling assembling type double-row pile and supporting method thereof |
| CN107130612A (en) * | 2017-05-10 | 2017-09-05 | 广东省建筑设计研究院 | A kind of slopes reinforced construction method |
| CN111139843A (en) * | 2020-01-07 | 2020-05-12 | 南京林业大学 | Bamboo pile slope protection structure |
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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: 20090506 Termination date: 20160722 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |