CN207362870U - A kind of slope seepage control water retaining wall - Google Patents
A kind of slope seepage control water retaining wall Download PDFInfo
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- CN207362870U CN207362870U CN201721108006.6U CN201721108006U CN207362870U CN 207362870 U CN207362870 U CN 207362870U CN 201721108006 U CN201721108006 U CN 201721108006U CN 207362870 U CN207362870 U CN 207362870U
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Abstract
It the utility model is related to a kind of slope seepage control water retaining wall, stability is high, meets ecological environment beautification and requires, wherein, ground is stretched into earth's surface, for wall connecting on ground, and above earth's surface, wall is equipped with concrete layer and brick barrier layer successively from outside to inside, brick barrier layer is formed by fissure of displacement drystone above and below multilayer brick, from top to bottom, the horizontal cross-section of brick barrier layer gradually increases, and concrete layer is compacted be formed in brick barrier layer by concrete ejection；Wall penetratingly offers multiple osculums from front to back, and drainpipe is connected with osculum, and drainpipe is obliquely installed；Multiple planting grooves are further opened with front side of wall, plantation slot part is located in brick barrier layer, is equipped with planting bag in planting groove, planting soil and grass-seed are filled with planting bag；For filler between wall and side slope, filler includes back fill course and filter layer successively from top to bottom, and drainpipe and filter layer are respectively positioned on below back fill course；Nonwoven layer is between wall and filler.
Description
Technical field
It the utility model is related to retaining wall field, more particularly to a kind of slope seepage control water retaining wall.
Background technology
Retaining wall be prevent the soil body cave in or block slight slope extension building, be widely used in water conservancy, highway, railway, ore deposit
In the engineering constructions such as mountain, harbour, dock.In recent years, as expanding economy, special slope project increase, retaining wall also obtains
Obtained significant progress.Traditional stability of retaining wall is poor, and investment is high, anti-seepage effect unobvious, and when installation, which needs to dig mountain, breaks
Stone, it is poor in ecological aspect effect.The above problem is urgently to be resolved hurrily.
Utility model content
The utility model is exactly in view of the deficienciess of the prior art, providing a kind of slope seepage control water retaining wall.
To solve the above problems, technical solution adopted in the utility model is as follows：
A kind of slope seepage control water retaining wall, is set on front side of side slope, and the retaining wall includes：Ground, wall, filler and nonwoven
Layer of cloth；
The ground is stretched into earth's surface, and the wall connecting is on ground, and above the earth's surface, the wall is by outside extremely
Concrete layer and brick barrier layer are inside equipped with successively, and the brick barrier layer is formed by fissure of displacement drystone above and below multilayer brick, from top to bottom, described
The horizontal cross-section of brick barrier layer gradually increases, and the concrete layer is compacted be formed in the brick barrier layer by concrete ejection；Institute
State wall and penetratingly offer multiple osculums from front to back, drainpipe is connected with the osculum, the drainpipe tilts
Set, the height on drainpipe rear end ground opposite higher than front end with respect to the height of earth's surface；It is further opened with front side of the wall
Multiple planting grooves, the plantation slot part be located in the brick barrier layer, and the planting groove is interior to be equipped with planting bag, in the planting bag
It is filled with planting soil and grass-seed；
For the filler between the wall and side slope, the filler includes back fill course and filtering successively from top to bottom
Layer, the drainpipe and filter layer are respectively positioned on below the back fill course；The nonwoven layer be located at the wall and filler it
Between.
Preferably, the ground is piled up and formed using air-free concrete or stone.
Preferably, the filter layer uses one or more of stack in rubble, cobble or coarse sand to form.
Preferably, the plantation groove upper cap is equipped with catch net, and implantation hole is penetratingly offered on the catch net.
Preferably, the angle between the wall and earth's surface is at 45 ~ 60 °.
Compared with prior art, the implementation result of the utility model is as follows：
Ground plays a supporting role wall, and wall is mainly formed by multilayer brick drystone, is built by laying bricks or stones without mortar, density
It is small, wall dead weight can be reduced, it is low to the requirement for bearing capacity of ground, and wall stability is preferable.Concrete ejection compacting is built in brick
Layer surface forms concrete layer, and concrete layer improves the mechanical strength of wall in exterior protection tile barrier layer.Offered on wall
Planting groove, planting groove is interior to be equipped with planting bag, and grass-seed germinates in planting bag, and forms greenbelt in surface of wall, meets life
State landscaping requirement.Filler is equipped between wall, the presence of filler improves wall anti-shear ability and resistance to capsizing.Wall
It is equipped with drainpipe in vivo, under sleety weather, is oozed under the ponding on back fill course, after filtering out solid impurity by filter layer, water
Body is outwards discharged by drainpipe, prevents wall intensity caused by overly moist to be lower, so as to help to improve the stability of wall.Nothing
Woven fabric layer is arranged between wall and filler, and nonwoven layer can further filter water body, prevents impurity from blocking drainpipe, has
Help ensure the drainability of drainpipe.
Brief description of the drawings
Fig. 1 be the utility model proposes a kind of slope seepage control water retaining wall structure diagram.
Fig. 2 is the structure diagram of part where planting groove.
Embodiment
Illustrate the content of the utility model below in conjunction with specific embodiments.
As shown in Figure 1 and 2, Fig. 1 be the utility model proposes a kind of slope seepage control water retaining wall structure diagram；Fig. 2
It is the structure diagram of part where planting groove.
Referring to Figures 1 and 2, the utility model proposes a kind of side slope 1 seep water retaining wall, the front side of side slope 1, the gear are set
Cob wall includes：Ground 8, wall, filler and nonwoven layer 4.
The ground 8 is stretched into earth's surface, and the wall connecting is on ground 8, and above earth's surface, and the wall is by outer
Be equipped with concrete layer 7 and brick barrier layer 5 successively to interior, the brick barrier layer 5 is formed by fissure of displacement drystone above and below multilayer brick, on toward
Under, the horizontal cross-section of the brick barrier layer 5 gradually increases, and the concrete layer 7 is compacted in the brick barrier layer 5 by concrete ejection
And formed.The wall penetratingly offers multiple osculums from front to back, and drainpipe 6 is connected with the osculum, described
Drainpipe 6 is obliquely installed, the height on 6 rear end of drainpipe ground opposite higher than front end with respect to the height of earth's surface.The wall
Front side is further opened with multiple planting grooves 9, and 9 part of planting groove is located in the brick barrier layer 5, and kind is equipped with the planting groove 9
Bag 10 is planted, planting soil and grass-seed are filled with the planting bag 10.
For the filler between the wall and side slope 1, the filler includes back fill course 2 and mistake successively from top to bottom
Filtering layer 3, the drainpipe 6 and filter layer 3 are respectively positioned on the lower section of back fill course 2.The nonwoven layer 4 be located at the wall and
Between filler.
In such scheme, ground 8 plays a supporting role wall, and wall is mainly formed by multilayer brick drystone, without
Mortar is built by laying bricks or stones, and density is small, can reduce wall dead weight, low to the requirement for bearing capacity of ground 8, and wall stability is preferable.On toward
Under, the horizontal sectional area of brick barrier layer 5 gradually increases, the stability higher of wall.
Concrete ejection compacting forms concrete layer 7 on 5 surface of brick barrier layer, concrete layer 7 in exterior protection tile barrier layer 5,
Improve the mechanical strength of wall.
Planting groove 9 is offered on wall, planting bag 10 is equipped with planting groove 9, grass-seed germinates in planting bag 10, and in wall
Body surface face forms greenbelt, meets ecological environment beautification and requires.
Filler is equipped between wall, the presence of filler improves wall anti-shear ability and resistance to capsizing.
It is equipped with drainpipe 6 in wall, under sleety weather, oozes under the ponding on back fill course 2, filtered out by filter layer 3
After solid impurity, water body is outwards discharged by drainpipe 6, prevents wall intensity caused by overly moist to be lower, so as to help to improve
The stability of wall.Nonwoven layer 4 is arranged between wall and filler, and nonwoven layer 4 can further filter water body, prevent
Impurity blocks drainpipe 6, helps to ensure that the drainability of drainpipe 6.
In the embodiment having, the ground 8 is piled up and formed using air-free concrete or stone, this is designed so that ground 8
High capacity, helps to improve the stability of wall.
In the embodiment having, the filter layer 3 is formed using one or more of stack in rubble, cobble or coarse sand,
Material is easy to get, and cost is low, and can effectively filter out the impurity in water body.
In the embodiment having, 9 upper cover of planting groove is equipped with catch net, and plantation is penetratingly offered on the catch net
Hole.Position-limiting action can be played to planting bag 10 by catch net, prevent the planting soil in planting bag 10 to be lost in, after grass-seed germination
Implantation hole can be passed through to outgrowth.
In the embodiment having, for the angle between wall and earth's surface at 45 ~ 60 °, wall stability is preferable.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (5)
1. a kind of slope seepage control water retaining wall, is set on front side of side slope, it is characterised in that the retaining wall includes：Ground, wall,
Filler and nonwoven layer；
The ground is stretched into earth's surface, and the wall connecting is on ground, and above the earth's surface, the wall from outside to inside according to
Secondary to be equipped with concrete layer and brick barrier layer, the brick barrier layer is formed by fissure of displacement drystone above and below multilayer brick, and from top to bottom, the brick is built
The horizontal cross-section of layer gradually increases, and the concrete layer is compacted be formed in the brick barrier layer by concrete ejection；The wall
Body penetratingly offers multiple osculums from front to back, and drainpipe is connected with the osculum, and the drainpipe is obliquely installed,
The height on drainpipe rear end ground opposite higher than front end with respect to the height of earth's surface；Multiple kinds are further opened with front side of the wall
Groove is planted, the plantation slot part is located in the brick barrier layer, is equipped with planting bag in the planting groove, is filled with the planting bag
Planting soil and grass-seed；
For the filler between the wall and side slope, the filler includes back fill course and filter layer successively from top to bottom,
The drainpipe and filter layer are respectively positioned on below the back fill course；The nonwoven layer is between the wall and filler.
2. slope seepage control water retaining wall according to claim 1, it is characterised in that the ground using air-free concrete or
Stone, which is piled up, to be formed.
3. slope seepage control water retaining wall according to claim 1, it is characterised in that the filter layer is using rubble, cobble
Or one or more of stack in coarse sand forms.
4. slope seepage control water retaining wall according to claim 1, it is characterised in that the plantation groove upper cap is equipped with protection
Net, penetratingly offers implantation hole on the catch net.
5. slope seepage control water retaining wall according to claim 1, it is characterised in that the angle between the wall and earth's surface
At 45 ~ 60 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721108006.6U CN207362870U (en) | 2017-08-31 | 2017-08-31 | A kind of slope seepage control water retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721108006.6U CN207362870U (en) | 2017-08-31 | 2017-08-31 | A kind of slope seepage control water retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207362870U true CN207362870U (en) | 2018-05-15 |
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ID=62351789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721108006.6U Active CN207362870U (en) | 2017-08-31 | 2017-08-31 | A kind of slope seepage control water retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207362870U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898549A (en) * | 2019-03-12 | 2019-06-18 | 中国十九冶集团有限公司 | Ecological rubble retaining wall and construction method thereof |
| CN110387904A (en) * | 2019-08-01 | 2019-10-29 | 顾青林 | A kind of compound retaining wall structure of ecology and its construction method |
-
2017
- 2017-08-31 CN CN201721108006.6U patent/CN207362870U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898549A (en) * | 2019-03-12 | 2019-06-18 | 中国十九冶集团有限公司 | Ecological rubble retaining wall and construction method thereof |
| CN110387904A (en) * | 2019-08-01 | 2019-10-29 | 顾青林 | A kind of compound retaining wall structure of ecology and its construction method |
| CN110387904B (en) * | 2019-08-01 | 2021-01-22 | 顾青林 | Ecological composite retaining wall structure and construction method thereof |
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