CN207092008U - A kind of hydraulic engineering Ecological Wall - Google Patents
A kind of hydraulic engineering Ecological Wall Download PDFInfo
- Publication number
- CN207092008U CN207092008U CN201721088659.2U CN201721088659U CN207092008U CN 207092008 U CN207092008 U CN 207092008U CN 201721088659 U CN201721088659 U CN 201721088659U CN 207092008 U CN207092008 U CN 207092008U
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- layer
- header tank
- hydraulic engineering
- geotextile
- ecological wall
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Abstract
The utility model discloses a kind of hydraulic engineering Ecological Wall, including matrix, it is arranged at the first geotextile layer of base bottom, it is arranged at the second geotextile layer of matrix side, in being provided with back-up coat in the first geotextile layer, back-up coat is disposed with the first pervious concrete layer from the bottom to top, block stone layer, header tank, cover plate is provided with the top of header tank, and cover plate has been sequentially arranged above the second pervious concrete layer, tip platform, and the conduit of connection header tank is provided with tip platform, the side wall of header tank in the height apart from bottom wall 1/3 ~ 1/4 in being provided with outlet pipe, the back-up coat is provided with inclined ramp away from the side of the second geotextile layer, eco-concrete layer is disposed with by bottom to top layer in inclined ramp, packing layer, overburden layer, vegetable layer.On the one hand the setting of first pervious concrete layer, block stone layer, header tank, the first geotextile layer and the second geotextile layer causes conservancy ecological engineering to have good structural strength by force, additionally it is possible to reduce the loss of water and soil.
Description
Technical field
Hydraulic engineering field is the utility model is related to, more particularly to a kind of hydraulic engineering Ecological Wall.
Background technology
The harm of China's soil erosion has reached extremely serious degree, and it is the master for causing land resource dysequilibrium
Want one of factor.And plant growth needs that first soft space is just had enough water and airs in soft space and protected
Demonstrate,prove the survival of plant.
Natural soil property Riparian Zone due to before by the seepage effect in slope and slope many factors such as souring of current it is common
Influence easy avalanche.From China set up since, carried out large-scale water conservancy construction, preliminarily formed flood control, water drainage, irrigation,
The hydraulic engineering system such as supply water, generate electricity, resist bloods and droughts, ensure socio-economic security, promote agricultural production sustainable development,
Protection water and soil resources etc. have played important function.
Notification number is that CN203701034U discloses a kind of water conservancy ecosystem wall, including matrix, on the slope of described matrix
It is equipped with sand bedding course, rubble layer of sand, corrosion-resistant soil layer and green layer successively from the inside to the outside, the green layer is by diagonally disposed
The laying of polylith green layer fragment of brick is formed, and Hua Chi is provided with the top of described matrix.
The stability of the water conservancy ecosystem wall is good, can wind and wave resistance, prevent erosion and inside and outside water and soil can be handed over freely
Change, but the matrix that the water conservancy ecosystem wall is set includes the block stone layer of bottom and hung down positioned at block stone layer side and with block stone layer
Straight block stone walling wall, the block stone layer are provided with the outer surface shape of the impermeable clamping plate concrete layer of triangle with block stone between the walls
Into the slope of matrix, it directly sets existing gap between matrix and block stone layer structure, and during rainwater weather, rainwater dialysis is tight
Weight, it is possible that soil causes the phenomenon of loss with rainwater flowing.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of hydraulic engineering Ecological Wall, should
Hydraulic engineering Ecological Wall can effectively reduce soil erosion.
Above-mentioned technical purpose of the present utility model technical scheme is that：
A kind of hydraulic engineering Ecological Wall, including matrix, be arranged at the first geotextile layer of base bottom, be arranged at matrix one
Second geotextile layer of side, in being provided with back-up coat in the first geotextile layer, the back-up coat is disposed with from the bottom to top
One concrete layer, block stone layer, header tank, be provided with cover plate at the top of the header tank and cover plate to be sequentially arranged above second saturating
The conduit for connecting header tank, the side wall of header tank are provided with water coagulation soil layer, tip platform and tip platform in apart from bottom
Outlet pipe is provided with 1/3 ~ 1/4 height；The back-up coat is provided with inclined ramp away from the side of the second geotextile layer, inclines
Eco-concrete layer, packing layer, overburden layer, vegetable layer are disposed with by bottom to top layer on oblique inclined-plane.
Pass through above-mentioned technical proposal, during rainwater weather, rainwater enters when flowing through tip platform through the conduit on tip platform
To header tank；The setting of header tank can accumulate rainwater, there is provided to the moisture needed for the vegetation growth of vegetable layer；Block stone layer
Setting can strengthen the structural strength of Ecological Wall；Do not collect rainwater to header tank can pass through the first pervious concrete layer,
Oozed out after block stone layer and the second pervious concrete layer through the first geotextile layer and the second geotextile layer, ensure normal water circulation；
Setting for outlet pipe can be in the excessive rainfall in header tank, and rainwater discharges header tank by outlet pipe, and drainpipe can be by water
It is drained in river, reduces the phenomenon that excessive rainfall has influence on the structural strength of Ecological Wall；Eco-concrete in inclined ramp
Layer, packing layer can provide the nutrient that the vegetation growth of vegetable layer needs；The setting of whole hydraulic engineering Ecological Wall will be most of
Current concentrate, a small amount of moisture participates in air water circulation, and hydraulic engineering Ecological Wall overall structure sets intensity high, water circulation
Stablize and be less prone to soil erosion phenomenon.
The utility model is further arranged to：Described filler layer material selection include successively from the bottom to top cinder layer,
Pond sludge layer, vegetation grieshoch.
Pass through above-mentioned technical proposal, the cinder grilled thoroughly have the water penetration that good water penetration can increase vegetation root；
Pond sludge is the soil in pond, and thinking throughout the year has under dead leaf rotten leaf is deposited in, also the excrement of fishes and shrimps, dead fish dead shrimp, nutrient
It is abundant；Plant ash can play sterilizing, can also prevent and treat the effect of pest and disease damage, so the setting of packing layer helps vegetation growth
Grow fine.
The utility model is further arranged to：Concrete layer and the filler interlayer is provided with the 3rd geotextile layer.
Pass through above-mentioned technical proposal, the setting of the 3rd geotextile layer can be reduced fills out caused by during rainwater flows
The bed of material and overburden layer are by the leakage after rain drop erosion.
The utility model is further arranged to：It is communicated between overburden layer and header tank in some mozzles and mozzle
It is provided with water conservancy diversion cotton cord.
Water conservancy diversion cotton cord is housed into reduction during water conservancy diversion cotton cord diversion and gone out by Pass through above-mentioned technical proposal, mozzle
Existing moisture diffusion, while water is led to overburden layer by water conservancy diversion cotton cord, soil conservation moistening in overburden layer, then vegetation growth situation is good
It is good, keep the effect of soil also just more excellent.
The utility model is further arranged to：It is dispersed in the block stone layer to have fine sand.
Pass through above-mentioned technical proposal, the setting of fine sand can play the action effect of barrier soil, can also increase ecology
The structural strength of wall.
The utility model is further arranged to：It is evenly distributed with above the vegetable layer on some water-permeable bricks and water-permeable brick
It is provided with the planting hole passed through for vegetable layer.
Pass through above-mentioned technical proposal, water-permeable brick are laid on the surface of overburden layer, can play a part of conserving water and soil.
The utility model is further arranged to：Be provided with the edge of two adjacent water-permeable bricks be interspersed it is convex
Block.
Pass through above-mentioned technical proposal, the setting of projection enable to the effect being crosslinked be present between two pieces of adjacent water-permeable bricks,
It is more firm with being laid on overburden layer.
The utility model is further arranged to：Vegetable layer is provided with step and step close to middle and is equipped with brick body.
Pass through above-mentioned technical proposal, the setting of step can conveniently walk, and the brick body of laying can reduce directly walking and exist
There is stepping down in the phenomenon on mud in the surface of overburden layer.
In summary, the utility model having the beneficial effect that in contrast to prior art：
1st, the side of setting one of the first pervious concrete layer, block stone layer, header tank, the first geotextile layer and the second geotextile layer
Face causes conservancy ecological engineering wall to have good structural strength, on the other hand can reduce the loss of water and soil；
2nd, the setting of the cinder layer of packing layer, pond sludge layer, vegetation grieshoch contributes to the growth of vegetation, and vegetation growth situation is good
The action effect to conserve water and soil played well is good.
Brief description of the drawings
Fig. 1 is the structure chart of each interlayer of the water conservancy ecosystem wall of embodiment；
Fig. 2 is the overall structure figure of embodiment.
Reference：1st, matrix；11st, the first geotextile layer；12nd, the second geotextile layer；131st, the first pervious concrete layer；
132nd, block stone layer；1321st, fine sand；133rd, header tank；1331st, cover plate；134th, the second pervious concrete layer；135th, tip platform；
136th, conduit；137th, outlet pipe；141st, eco-concrete layer；142nd, packing layer；143rd, overburden layer；144th, vegetable layer；145th, coal
Slag blanket；146th, pond sludge layer；147th, vegetation grieshoch；148th, the 3rd geotextile layer；15th, mozzle；151st, water conservancy diversion cotton cord；16th, it is permeable
Brick；161st, planting hole；17th, projection；18th, step；181st, brick body.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
A kind of hydraulic engineering Ecological Wall, as shown in figure 1, including matrix 1, being arranged at the first geotextile layer of the bottom of matrix 1
11st, it is arranged at the second geotextile layer 12 of the side of matrix 1, in being provided with back-up coat in the first geotextile layer 11, back-up coat is under
It is supreme be disposed with the first pervious concrete layer 131, block stone layer 132, header tank 133, the top of header tank 133 are provided with cover plate
1331 and cover plate 1331 be sequentially arranged above on the second pervious concrete layer 134, tip platform 135 and tip platform 135
It is provided with the conduit 136 of connection header tank 133, the side wall of header tank 133 is provided with out in the height apart from bottom 1/3 ~ 1/4
Water pipe 137, back-up coat are provided with inclined ramp away from the side of the second geotextile layer 12, in inclined ramp by bottom to top layer according to
It is secondary to be provided with eco-concrete layer 141, packing layer 142, overburden layer 143, vegetable layer 144.
During construction, matrix 1 smooth first, then the first geotextile layer 11 is layed in the bottom of matrix 1, it is geotechnological by second
Layer of cloth 12 is layed in the side of matrix 1, and is connect by the corner and the second geotextile layer 12 of block stone the first geotextile layer 11 of pressing
The corner of nearly first geotextile layer 11, then first geotextile layer 11 is covered using the first pervious concrete layer 131, then by block
Stone is layed in the top of the first pervious concrete layer 131, and header tank 133, header tank 133 are set when laying is to certain height
There can be fragment of brick to lay and be formed by cement masonry, build by laying bricks or stones and terminate bonnet upper cover plate 1331；Then again in back-up coat away from the second soil
Side laying eco-concrete layer 141, packing layer 142, overburden layer 143 and the vegetable layer 144 of work layer of cloth 12, finally in cover plate
The second pervious concrete layer 134 is laid on 1331 and tip platform 135 is set.
During rainwater weather, a part of current are entered in header tank 133 along conduit 136, and another part water passes through second
Pervious concrete layer 134,131 layers of dialysis of the first concrete to underground, are participated in the process of air water circulation, and header tank 133
Interior rainwater accumulation can be discharged excessive rainfall by outlet pipe 137 when excessive, keep the appropriate amount of water in header tank 133.
It is respectively provided with as shown in figure 1, being communicated between overburden layer 143 and header tank 133 in some mozzles 15 and mozzle 15
There is water conservancy diversion cotton cord 151, the rainwater in header tank 133 can be drained in overburden layer 143 by water conservancy diversion cotton cord 151 so that overburden layer
143 keep the sufficient state of moisture, ensure the normal growth of vegetation, vegetation growth is good, then the effect of water and soil conservation just compares
It is excellent.
And the material when setting packing layer 142 includes cinder layer 145, pond sludge layer 146, plant ash successively from the bottom to top
Layer 147, cinder layer 145 increases the gas permeability of root, pond sludge layer 146 provides nutrient, vegetation grieshoch 147 is sterilized, then the life of vegetation
Length will be more excellent.
During practice of construction, the 3rd geotextile layer 148, block stone layer are provided between eco-concrete layer 141 and packing layer 142
Dispersed in 132 to have fine sand 1321, the 3rd geotextile layer 148 and fine sand 1321 can play the action effect for keeping soil.
As illustrated in fig. 1 and 2, the top of vegetable layer 144, which is evenly distributed with some water-permeable bricks 16 and water-permeable brick 16, is provided with confession
The planting hole 161 that vegetable layer 144 passes through；The projection 17 being interspersed is provided with the edge of two adjacent water-permeable bricks 16.
The projection 17 being interspersed between two adjacent water-permeable bricks 16 increases the laying stability of water-permeable brick 16, while vegetation
The wrapping phenomena grown between adjacent preparation can be reduced through planting hole 161, the setting of planting hole 161, which enables to prepare, to be grown
Straight uniform.
Vegetable layer 144 is provided with step 18 and step 18 close to middle and is equipped with brick body 181, the setting of step 18
The walking being convenient for people to.
Described above is only exemplary embodiment of the present utility model, not for limitation protection model of the present utility model
Enclose, the scope of protection of the utility model is determined by appended claim.
Claims (8)
1. a kind of hydraulic engineering Ecological Wall, it is characterized in that：Including matrix (1), it is arranged at the first geotextile layer of matrix (1) bottom
(11), it is arranged at second geotextile layer (12) of matrix (1) side, in being provided with back-up coat in the first geotextile layer (11), institute
State back-up coat and be disposed with the first pervious concrete layer (131), block stone layer (132), header tank (133), described from the bottom to top
Cover plate (1331) is provided with the top of header tank (133) and cover plate (1331) has been sequentially arranged above the second pervious concrete layer
(134) conduit (136), the header tank for connecting header tank (133), are provided with tip platform (135) and tip platform (135)
(133) side wall is in being provided with outlet pipe (137) in the height apart from bottom 1/3 ~ 1/4, the back-up coat is away from the second geotechnique
The side of layer of cloth (12) is provided with inclined ramp, and eco-concrete layer is disposed with by bottom to top layer in inclined ramp
(141), packing layer (142), overburden layer (143), vegetable layer (144).
2. a kind of hydraulic engineering Ecological Wall according to claim 1, it is characterized in that：The material choosing of described filler layer (142)
Select and include cinder layer (145), pond sludge layer (146), vegetation grieshoch (147) successively from the bottom to top.
3. a kind of hydraulic engineering Ecological Wall according to claim 1, it is characterized in that：The eco-concrete layer (141) and
The 3rd geotextile layer (148) is provided between packing layer (142).
4. a kind of hydraulic engineering Ecological Wall according to claim 1, it is characterized in that：Overburden layer (143) and header tank (133)
Between be communicated with some mozzles (15) and mozzle (15) and be provided with water conservancy diversion cotton cord (151).
5. a kind of hydraulic engineering Ecological Wall according to claim 1, it is characterized in that：Uniformly divide in the block stone layer (132)
Dissipating has fine sand (1321).
6. a kind of hydraulic engineering Ecological Wall according to claim 1, it is characterized in that：Above the vegetable layer (144) uniformly
The planting hole (161) for being provided with some water-permeable bricks (16) and water-permeable brick (16) and being passed through for vegetable layer (144) is distributed with.
7. a kind of hydraulic engineering Ecological Wall according to claim 6, it is characterized in that：The side of two adjacent water-permeable bricks (16)
The projection (17) being interspersed is provided with edge.
8. a kind of hydraulic engineering Ecological Wall according to claim 7, it is characterized in that：Vegetable layer (144) is set close to middle
It is equipped with step (18) and step (18) and is equipped with brick body (181).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721088659.2U CN207092008U (en) | 2017-08-28 | 2017-08-28 | A kind of hydraulic engineering Ecological Wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721088659.2U CN207092008U (en) | 2017-08-28 | 2017-08-28 | A kind of hydraulic engineering Ecological Wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207092008U true CN207092008U (en) | 2018-03-13 |
Family
ID=61540392
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721088659.2U Expired - Fee Related CN207092008U (en) | 2017-08-28 | 2017-08-28 | A kind of hydraulic engineering Ecological Wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207092008U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305151A (en) * | 2020-02-21 | 2020-06-19 | 上海振南工程咨询监理有限责任公司 | Ecological channel revetment and construction method thereof |
-
2017
- 2017-08-28 CN CN201721088659.2U patent/CN207092008U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111305151A (en) * | 2020-02-21 | 2020-06-19 | 上海振南工程咨询监理有限责任公司 | Ecological channel revetment and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 518000 Zhongtai Commercial and Residential Building 305, Shahexi Road 4085, Xinwei Community, Xili Street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Hongda Construction Group Co.,Ltd. Address before: 518000 Shenzhen Shenzhen City, Guangdong, Futian District Bagua road Bagualing industrial district, 101 6013, 6014, 6015 Patentee before: SHENZHEN HUAMAO CONSTRUCTION ENGINEERING Co.,Ltd. |
|
| CP03 | Change of name, title or address | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 518000 305 Zhongtai commercial and residential building, 4085 Shahe West Road, Xinwei community, Xili street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: Guangdong Huamao hydropower ecological Group Co.,Ltd. Address before: 518000 305 Zhongtai commercial and residential building, 4085 Shahe West Road, Xinwei community, Xili street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: Shenzhen Hongda Construction Group Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180313 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |