CN206829179U - Retaining wall structure - Google Patents
Retaining wall structure Download PDFInfo
- Publication number
- CN206829179U CN206829179U CN201720589227.3U CN201720589227U CN206829179U CN 206829179 U CN206829179 U CN 206829179U CN 201720589227 U CN201720589227 U CN 201720589227U CN 206829179 U CN206829179 U CN 206829179U
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- China
- Prior art keywords
- wall
- retaining
- cavity
- utility
- model
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 abstract description 3
- 238000004134 energy conservation Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
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- Retaining Walls (AREA)
Abstract
The utility model discloses a retaining wall structure, which comprises a wall body (1), wherein a cavity (2) is arranged in the wall body (1), a V-shaped groove (3) is arranged at the bottom of the cavity (2), and a drain hole (4) is arranged at the lowest part of the V-shaped groove (3); the retaining surface (5) of the wall body (1) is uniformly provided with water seepage holes (6), the opposite surface of the retaining surface (5) is an inclined surface (7), and the bottom of the inclined surface (7) is provided with a wall toe (8). The utility model discloses be suitable for various side slopes, more effective to falling the section of piece or section seepage muddy water. The method has the advantages of simple operation, energy conservation, strong practicability and wide application prospect, and can be popularized and used in roads and side slopes.
Description
Technical field
A kind of retaining wall structure is the utility model is related to, belongs to slope retaining technical field.
Background technology
Retaining wall is a kind of common protection side slope type, simple in construction, easy for construction, stability is good, thus in engineering
In be used widely.It is well known that underground water is a key factor for influenceing stability of retaining wall, processing underground water is best
Method be to be guided to it beyond wall from wall heel row by drainage measure.Drainage measure the most frequently used at present is in retaining walls
Body sets osculum, and porus excretorius is arranged by certain altitude and spacing, to exclude the underground water after wall as far as possible.This side
Although method is simple, good drainage can not be played under relative complex geological conditions, water pressure is excessive after final wall
Cause wall body unstable failure.
As using the retaining wall for being close to side slope, on the one hand provided firm support to side slope, on the other hand also blocking
The drainage channel of underground water, now underground water is difficult to be drained by the porus excretorius reserved on retaining wall.If level of ground water it is higher and
Just it is can hardly be avoided without other passages of underground water transfer, the destruction of retaining wall again.In addition, the fine grained after wall in filler exists
Can be gradually passed under underground water long term, gather wall the back of the body side so that sluicing hole plug and fail.
The problem of draining of retaining wall is always paid close attention in the industry, domestic many patents all to prior art improve,
It is perfect, but structure is more complicated, inconvenient, expensive, the unfavorable popularization of construction.
Utility model content
The purpose of this utility model is, there is provided a kind of to can be used under complex geological condition, simple and practical gear
Earth wall construction.
The technical solution of the utility model：
A kind of retaining wall structure, including wall, wall is interior to be provided with cavity, and the bottom of cavity is provided with V-groove, and V-groove is most
Lower is provided with osculum；The earth-retaining face of wall is evenly equipped with water seepage hole, and the relative one side in earth-retaining face is inclined-plane, and inclined-plane bottom is provided with wall
Toe.
In foregoing retaining wall structure, described osculum one end is located at the lowest part of V-groove, and the other end is located above toe of wall.
Compared with prior art, the utility model is simple and practical, available for the slope retaining under complex geological condition.
The larger material of particle can be isolated in outside by water seepage hole.Cavity can precipitate, mud that purification passes through aperture etc..Osculum
The water in cavity can be discharged in time, it can be ensured that the firm safety of side slope.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is Fig. 1 dimensional structure diagram.
In figure mark for：1- walls, 2- cavitys, 3-V type grooves, 4- osculums, 5- earth-retainings face, 6- water seepage holes, 7- inclined-planes, 8-
Toe of wall.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples, but not as new to this practicality
Any restrictions of type.
A kind of retaining wall structure, including wall 1, as depicted in figs. 1 and 2：Cavity 2, the bottom of cavity 2 are provided with wall 1
Provided with V-groove 3, the lowest part of V-groove 3 is provided with osculum 4；The earth-retaining face 5 of wall 1 is evenly equipped with water seepage hole 6, and earth-retaining face 5 is relative
One side be inclined-plane 7, the bottom of inclined-plane 7 is provided with toe of wall 8.The one end of osculum 4 is located at the lowest part of V-groove 3, and the other end is located at toe of wall
8 tops.
Embodiment
This example is as shown in Figure 1-2.A kind of retaining wall structure.A cavity 2, the earth-retaining of cavity 2 and retaining wall in wall 1 be present
There are enough water seepage holes 6 side of face 5.The bottom of cavity 2 is provided with V-groove 3, and V-groove 3 plays polywater, and the bottom of V-groove 3 is worn
Cross the osculum 4 in the oblique outside of wall 1.The larger material of particle can be isolated in the outside of cavity 2 by water seepage hole 6.Cavity 2 can
Mud that water seepage hole 6 is passed through with precipitation, purification etc..The utility model can be used for complicated slope supporting.
Specific implementation step is as follows：
The first step, carry out the excavation of the basis of wall 1 and side slope.
Second step, wall form is supported, while retain empty cavity position, in cavity 2 close to the installation of side slope side with infiltration
The wall in hole 6, the wall can be by being connected in cavity 2 with the support column of wall connecting.
3rd step, wall 1 is poured, in the pipe fitting of each pre-buried osculum 4 in the bottom of V-groove 3 before pouring.
Claims (2)
1. a kind of retaining wall structure, including wall（1）, it is characterised in that：Wall（1）It is interior to be provided with cavity（2）, cavity（2）Bottom
Portion is provided with V-groove（3）, V-groove（3）Lowest part be provided with osculum（4）；Wall（1）Earth-retaining face（5）It is evenly equipped with water seepage hole
（6）, earth-retaining face（5）Relative one side is inclined-plane（7）, inclined-plane（7）Bottom is provided with toe of wall（8）.
2. retaining wall structure according to claim 1, it is characterised in that：The osculum（4）One end is located at V-groove（3）'s
Lowest part, the other end are located at toe of wall（8）Top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720589227.3U CN206829179U (en) | 2017-05-24 | 2017-05-24 | Retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720589227.3U CN206829179U (en) | 2017-05-24 | 2017-05-24 | Retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206829179U true CN206829179U (en) | 2018-01-02 |
Family
ID=60772748
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720589227.3U Active CN206829179U (en) | 2017-05-24 | 2017-05-24 | Retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206829179U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411936A (en) * | 2018-03-30 | 2018-08-17 | 南京理工大学 | A kind of easy-to-dismount retaining wall of civil engineering |
| CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
| CN109610432A (en) * | 2018-12-22 | 2019-04-12 | 江苏华源建筑设计研究院股份有限公司 | A kind of waterproof construction of Mountainous Building |
-
2017
- 2017-05-24 CN CN201720589227.3U patent/CN206829179U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
| CN108411936A (en) * | 2018-03-30 | 2018-08-17 | 南京理工大学 | A kind of easy-to-dismount retaining wall of civil engineering |
| CN109610432A (en) * | 2018-12-22 | 2019-04-12 | 江苏华源建筑设计研究院股份有限公司 | A kind of waterproof construction of Mountainous Building |
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| GR01 | Patent grant | ||
| GR01 | Patent grant |