CN208899521U - A kind of peg board formula concrete retaining wall of Anti-inclining - Google Patents
A kind of peg board formula concrete retaining wall of Anti-inclining Download PDFInfo
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- CN208899521U CN208899521U CN201821394338.XU CN201821394338U CN208899521U CN 208899521 U CN208899521 U CN 208899521U CN 201821394338 U CN201821394338 U CN 201821394338U CN 208899521 U CN208899521 U CN 208899521U
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- concrete
- retaining wall
- peg board
- inclining
- column
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Abstract
The utility model proposes a kind of peg board formula concrete retaining walls of Anti-inclining, including several manually digging hole filling piles and the concrete column being arranged in above manually digging hole filling pile, concrete breast boards is provided between the concrete column, it is provided with the concrete collar tie beam an of formed by integrally casting between the top of several concrete columns, the concrete breast beam of a formed by integrally casting is provided between the bottom of the concrete column.The concrete collar tie beam and concrete breast beam that the utility model passes through the setting formed by integrally casting between the concrete column of retaining wall, whole concrete columns are connected to become an entirety, so that the uniform force of entire retaining wall, it can withstand forces and be greatly enhanced, the concrete column run-off the straight under by the active force on gear hillside of peg board formula concrete retaining wall can be effectively prevent.In manually digging hole filling pile far from extrusion grouting layer is arranged by gear hillside side, the anchorage effect on stratum is increased.
Description
Technical field
The utility model relates to Environmental Geotechnical fields, are specifically related to a kind of retaining wall.
Background technique
Retaining wall refers to bearing Roadbed Soil or the hillside soil body, prevents from banketing or the structure of soil deformation unstability, commonly uses
In the middle-size and small-size landslide of improvement.Frequently with the reinforced concrete retaining wall of peg board formula structure, manually digging hole perfusion when building retaining wall
The mode of stake does the column of retaining wall, is made of breast boards two parts between column and stake, Rock And Soil active force passes through breast boards
Pile body is passed to, top Rock And Soil active force is transferred to good ground, utilizes the anchorage effect and passive resisting force of good ground
To guarantee Rock And Soil overall stability.It since groundwater occurrence is uneven under soil layer, excavates and arrives certain depth, some stake positions occur
Underground ponding draws water for high water level condition when digging, can wash in a pan away Pile side soil fine grained, cause land subsidence, lead to retaining wall
Entirety falls off, and causes casualties.The particle water for the concrete that adjacent studs are newly perfused can also be taken away, cause to isolate.It is flowing
Property mud in borehole, cause a large amount of mud and lateral flows occur, cause soil body slipping that pile body is extrapolated and even infer.Retaining wall is built
After under the effect of retaining wall behind backfill pile body also easy run-off the straight unstability, cause security risk.
Utility model content
The technical issues of solution: the utility model proposes a kind of peg board formula concrete retaining walls of Anti-inclining, can withstand forces
It is greatly enhanced, the anchorage effect on stratum is strong, and peg board formula concrete retaining wall can be effectively prevent by the active force on gear hillside
Lower concrete column run-off the straight.
Technical solution: the utility model proposes a kind of peg board formula concrete retaining walls of Anti-inclining, including several excavated by manual work
Hole pouring pile and the concrete column being arranged in above manually digging hole filling pile are provided with concrete between the concrete column
Breast boards is provided with the concrete collar tie beam an of formed by integrally casting, the concrete between the top of several concrete columns
The concrete breast beam of a formed by integrally casting is provided between the bottom of column.
Further, the peg board formula concrete retaining wall of the Anti-inclining further includes being arranged in manually digging hole filling pile far from quilt
Keep off the extrusion grouting layer of hillside side.
Further, the concrete breast boards is arc concrete breast boards.
Further, the spacing of the manually digging hole filling pile is 4 meters.
Further, the height of the concrete column is 10-20 meters.
The utility model has the advantages that coagulation pedosphere of the utility model by the setting formed by integrally casting between the concrete column of retaining wall
Whole concrete columns are connected to become an entirety by beam and concrete breast beam, so that the uniform force of entire retaining wall, can hold
Stress is greatly enhanced, and peg board formula concrete retaining wall concrete column under by the active force on gear hillside can be effectively prevent to send out
Raw inclination.In manually digging hole filling pile far from extrusion grouting layer is arranged by gear hillside side, the anchorage effect on stratum is increased.
Detailed description of the invention
Fig. 1 is the positive structure schematic of the utility model；
Fig. 2 is the side structure cross-sectional view of the utility model.
Specific embodiment
Such as Fig. 1 and Fig. 2, an embodiment of the present invention, including several manually digging hole filling piles 1 and setting are artificial
The concrete column 2 of the top of digging hole filling pile 1 is provided with concrete breast boards 3 between the concrete column 2.The hillside soil body
Active force concrete column 2 is passed to by concrete breast boards 3, concrete column 2 using manually digging hole filling pile 1 ground
Layer anchorage effect guarantees the stability of the hillside soil body.For the run-off the straight under the action of soil body of hillside after preventing retaining wall from building up,
The concrete collar tie beam 4 of one formed by integrally casting, the bottom of the concrete column 2 are set between the top of several concrete columns 2
The concrete breast beam 5 of a formed by integrally casting is provided between portion, concrete collar tie beam 4 and concrete breast beam 5 found whole concrete
Column 2 is connected to become an entirety, so that the uniform force of entire retaining wall, can withstand forces and be greatly enhanced, can effectively prevent
The concrete column run-off the straight under by the active force on gear hillside of peg board formula concrete retaining wall.
Underground water easily causes soil body flow after manually digging hole, and the moisture content of soil layer is uneven, leads to manually digging hole filling pile 1
Unstability, therefore the present embodiment also manually digging hole filling pile 1 far from by gear hillside side to the non-uniform soil layer of moisture content
Extrusion grouting processing is carried out, extrusion grouting layer 6 is formed, increases the anchorage effect on stratum.
The concrete breast boards 3 of the present embodiment is high-intensitive arc concrete breast boards.
The spacing of the manually digging hole filling pile 1 of the present embodiment is preferably 4 meters, and the highly preferred of concrete column 2 is 10-20
Rice.
Claims (5)
1. a kind of peg board formula concrete retaining wall of Anti-inclining, including several manually digging hole filling piles (1) and setting are in excavated by manual work
Concrete column (2) above hole pouring pile (1) is provided with concrete breast boards (3) between the concrete column (2),
It is characterized in that: being provided with the concrete collar tie beam (4) an of formed by integrally casting between the top of the concrete column (2), it is described mixed
The concrete breast beam (5) of a formed by integrally casting is provided between the bottom of solidifying soil column (2).
2. the peg board formula concrete retaining wall of Anti-inclining according to claim 1, it is characterised in that: the stake of the Anti-inclining
Board-like concrete retaining wall further includes setting in manually digging hole filling pile (1) the separate extrusion grouting layer (6) by gear hillside side.
3. the peg board formula concrete retaining wall of Anti-inclining according to claim 1 or 2, it is characterised in that: the concrete
Breast boards (3) is arc concrete breast boards.
4. the peg board formula concrete retaining wall of Anti-inclining according to claim 3, it is characterised in that: the manually digging hole fills
The spacing for infusing stake (1) is 4 meters.
5. the peg board formula concrete retaining wall of Anti-inclining according to claim 4, it is characterised in that: the concrete column
(2) height is 10-20 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821394338.XU CN208899521U (en) | 2018-08-28 | 2018-08-28 | A kind of peg board formula concrete retaining wall of Anti-inclining |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821394338.XU CN208899521U (en) | 2018-08-28 | 2018-08-28 | A kind of peg board formula concrete retaining wall of Anti-inclining |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208899521U true CN208899521U (en) | 2019-05-24 |
Family
ID=66570575
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821394338.XU Active CN208899521U (en) | 2018-08-28 | 2018-08-28 | A kind of peg board formula concrete retaining wall of Anti-inclining |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208899521U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755749A (en) * | 2018-08-28 | 2018-11-06 | 南京科技职业学院 | A kind of the peg board formula concrete retaining wall and its method of construction of Anti-inclining |
| CN113818481A (en) * | 2021-11-08 | 2021-12-21 | 中国航天建设集团有限公司 | Pile plate type retaining wall |
-
2018
- 2018-08-28 CN CN201821394338.XU patent/CN208899521U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755749A (en) * | 2018-08-28 | 2018-11-06 | 南京科技职业学院 | A kind of the peg board formula concrete retaining wall and its method of construction of Anti-inclining |
| CN113818481A (en) * | 2021-11-08 | 2021-12-21 | 中国航天建设集团有限公司 | Pile plate type retaining wall |
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