CN205259210U - Modular retaining wall - Google Patents
Modular retaining wall Download PDFInfo
- Publication number
- CN205259210U CN205259210U CN201520720008.5U CN201520720008U CN205259210U CN 205259210 U CN205259210 U CN 205259210U CN 201520720008 U CN201520720008 U CN 201520720008U CN 205259210 U CN205259210 U CN 205259210U
- Authority
- CN
- China
- Prior art keywords
- fender pile
- ladder
- retaining wall
- wall
- bottom plate
- 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
- 239000002689 soil Substances 0.000 claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 230000003014 reinforcing Effects 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 9
- 230000005484 gravity Effects 0.000 abstract description 2
- 230000002093 peripheral Effects 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Abstract
The utility model discloses a modular retaining wall, including wall face, ladder, fender pile, bottom plate, fender pile hole. Wall face slope or perpendicular. It is the echelonment to keep off native wall, links the bottom plate under the ladder, has the fender pile on ladder and the bottom plate. Covering on ladder and the bottom plate and strutting the soil body, the gravity of the make full use of soil body carries out the soil body to be strutted, improves supporting construction's economic nature. Have the fender pile on ladder and the bottom plate, the fender pile is driven underground perpendicularly, improves peripheral buried stability of this retaining wall and security. Modular retaining wall can regard as the supporting construction of low -rise building and multi -storey building basement. The wall face of basement can be regarded as to the wall face.
Description
Technical field
The utility model relates to slope retaining field, especially a kind of combined retaining wall.
Background technology
Retaining wall is a kind of structural shape of extensive use in water conservancy, building, highway and railway slope support engineering, at presentThe retaining wall of extensive use is mainly to keep soil stabilization by the deadweight of wall, and its sectional area is larger, waste labor and materials, retaining wall heightUndesirable, great in constructing amount, construction costs is high.
Utility model content
The utility model proposes one and can make full use of soil body deadweight, can be used as Adjacent Buildings underground support structureA kind of support form.
The utility model adopts following technical scheme:
A kind of combined retaining wall comprises wall face, ladder, fender pile, base plate, fender pile hole. Retaining wall wall face tilts or hangs downDirectly, the retaining wall body of wall back side is provided with ladder and base plate, and ladder is connected with base plate; On ladder and base plate, have fender pile hole, fender pile passes throughIt is underground that the supporting soil body is vertically squeezed in fender pile hole; In described fender pile, have reinforcing bar or steel pipe, reinforcing bar or steel pipe outside are surrounded by concrete.
Described wall body outer wall face tilt or vertical.
Described ladder is cuboid, and ladder has fender pile hole.
Described base plate is bluff body, and base plate has fender pile hole.
Fender pile is squeezed in described fender pile hole after retaining walls body completes, and has reinforcing bar or steel pipe in fender pile, outside reinforcing bar or steel pipePortion is surrounded by concrete.
Adopt the useful technique effect that as above technical scheme obtains to be:
The soil body is covered on ladder and base plate, utilizes the deadweight of the soil body to keep stability of the retaining walls.
The fender pile of squeezing into inside soil body, larger in active earth pressure, when body of wall has the trend of outside movement, be stuck in the soil bodyPrevent the outside slippage of its retaining wall body. Fender pile gos deep into the soil body and forms stake supporting construction, improves foundation bearing capacity, minimizing buildingSedimentation. The support action of fender pile makes combined retaining wall can be used as the supporting construction of low-rise building and tier building basement.
Brief description of the drawings
Fig. 1 is combined retaining wall profile;
Fig. 2 is combined retaining wall wall body schematic diagram.
Detailed description of the invention
1 to 2 pair of detailed description of the invention of the present utility model is described further by reference to the accompanying drawings:
A kind of combined retaining wall, comprises wall face 1, ladder 2, fender pile 3, base plate 4, fender pile hole 5. Retaining wall wall face 1Inclination or vertical, the retaining wall body of wall back side is provided with ladder 2 and base plate 4, and ladder 2 is connected with base plate 4, on ladder 2 and base plate 4, protectsStake hole 5, it is underground that fender pile 3 is vertically squeezed into the supporting soil body by fender pile hole 5; In fender pile 3, there are reinforcing bar or steel pipe, reinforcing bar or steel pipe outsideBe surrounded by concrete.
Described wall face 1 tilts or vertically, retaining wall is as stepped, and 2 times company's base plates 4 of ladder, on ladder 2 and base plate 4There is fender pile 3.
Adopt the mode of digging up and filling in to place retaining wall main body: excavation needs the soil body of supporting, puts into retaining wall main body, returnBody bankets. After soil body backfill completes, on ladder 2 and base plate 4, cover the supporting soil body, the gravity that makes full use of the soil body props upProtect, improve the economy of supporting construction. On ladder 2 and base plate 4, have fender pile hole 5, fender pile 3 is vertically driven underground by fender pile hole 5.Fender pile 3 gos deep into the soil body and forms stake supporting construction, improves foundation bearing capacity, reduces the sedimentation of building, increases retaining wall periphery groundUnder stability and security.
Combined retaining wall easy construction, good in economic efficiency, safe, can effectively control the displacement of the supporting soil body,Especially the supporting of low-rise building and tier building surrounding soil. The fender pile of combined retaining wall is ensureing supporting soil stabilizationImprove foundation bearing capacity simultaneously, reduced the sedimentation of building. Combined retaining wall can be used as low-rise building and tier buildingThe supporting construction of basement, retaining wall wall face can be directly as the inwall of basement.
Certainly, above explanation is only preferred embodiment of the present utility model, and the utility model is not limited to enumerate above-mentionedEmbodiment, it should be noted that any those of ordinary skill in the art are under the guidance of this description, and that makes is all etc.With alternative, obvious form of distortion, within all dropping on the essential scope of this description, ought to be subject to protection of the present utility model.
Claims (1)
1. a combined retaining wall, is characterized in that, comprises wall face, ladder, fender pile, base plate, fender pile hole; Described retaining wallWall face tilts or is vertical, and the retaining wall body of wall back side is provided with ladder and base plate, and ladder is connected with base plate; On described ladder and base plateHave fender pile hole, it is underground that fender pile is vertically squeezed into the supporting soil body by fender pile hole; In described fender pile, there are reinforcing bar or steel pipe, reinforcing bar or steel pipeOutside is surrounded by concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520720008.5U CN205259210U (en) | 2015-09-17 | 2015-09-17 | Modular retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520720008.5U CN205259210U (en) | 2015-09-17 | 2015-09-17 | Modular retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205259210U true CN205259210U (en) | 2016-05-25 |
Family
ID=56000747
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520720008.5U Expired - Fee Related CN205259210U (en) | 2015-09-17 | 2015-09-17 | Modular retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205259210U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106978817A (en) * | 2017-04-26 | 2017-07-25 | 江苏省太湖水利规划设计研究院有限公司 | A kind of Novel retaining wall based process pattern and a kind of Novel retaining wall |
| CN107476333A (en) * | 2017-10-16 | 2017-12-15 | 湖南诚友绿色建材科技有限公司 | The outer board-like ecological retaining wall of stepped post |
-
2015
- 2015-09-17 CN CN201520720008.5U patent/CN205259210U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106978817A (en) * | 2017-04-26 | 2017-07-25 | 江苏省太湖水利规划设计研究院有限公司 | A kind of Novel retaining wall based process pattern and a kind of Novel retaining wall |
| CN107476333A (en) * | 2017-10-16 | 2017-12-15 | 湖南诚友绿色建材科技有限公司 | The outer board-like ecological retaining wall of stepped post |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160525 Termination date: 20160917 |