CN206512743U - River course soil-baffling structure - Google Patents
River course soil-baffling structure Download PDFInfo
- Publication number
- CN206512743U CN206512743U CN201720200067.9U CN201720200067U CN206512743U CN 206512743 U CN206512743 U CN 206512743U CN 201720200067 U CN201720200067 U CN 201720200067U CN 206512743 U CN206512743 U CN 206512743U
- Authority
- CN
- China
- Prior art keywords
- river course
- soil
- retaining wall
- layer
- baffling structure
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 45
- 239000002689 soil Substances 0.000 claims description 22
- 239000011435 rock Substances 0.000 claims description 11
- 230000003628 erosive effect Effects 0.000 claims description 9
- 241001464837 Viridiplantae Species 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 7
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 238000009825 accumulation Methods 0.000 description 4
- 230000009191 jumping Effects 0.000 description 2
- 244000205574 Acorus calamus Species 0.000 description 1
- 235000011996 Calamus deerratus Nutrition 0.000 description 1
- 206010020675 Hypermetropia Diseases 0.000 description 1
- 241000721690 Lythrum salicaria Species 0.000 description 1
- 241000321592 Taxodium distichum var. imbricarium Species 0.000 description 1
- 240000001398 Typha domingensis Species 0.000 description 1
- 238000013475 authorization Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of river course soil-baffling structure, including the retaining wall positioned at river course side, the upper surface of the retaining wall is provided with mounting groove along its length, it is provided with the mounting groove and cuts dirty drainpipe, one end of described section of dirty drainpipe extends in river course and communicated with river course, its drip irrigation device is will to cut a dirty drainpipe to be arranged in retaining wall, so as to reduce the influence in the section to circulation of being supplied water in river course, reaches that effectively reducing river course blocks water the effect in section.
Description
Technical field
The utility model is related to river course technical field of buildings, more specifically, it relates to a kind of river course soil-baffling structure.
Background technology
River course is typically made up with soil-baffling structure of concrete, for resisting washing away for water body in river course, it is to avoid river course both sides
The loss of water and soil.
Existing Authorization Notice No. provides a kind of urban river ecological Afforestation Landscape for CN204475262U Chinese patent
Shore protection, it includes retaining wall, and retaining wall is fitted with the water in river course, and side of the retaining wall away from river course is disposed with ecological block
Brick, toughness plank road and shield river greenbelt.All have in current river course and cut dirty drainpipe, cut dirty drainpipe and be arranged on one with retaining wall
Rise, after rubbish precipitation in urban water, then be emitted in river course, it is to avoid the cleannes reduction of water quality in river course.
But, the diameter dimension for cutting dirty drainpipe is generally large, so that the section reduction circulated that causes to supply water in river course, i.e.,
Increase the section that blocks water, change the flowing water section in former design river course, summer rainfall than it is larger when, easily cause in river course
The spilling of water, reduces the speed of urban rainwater dispatch.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model be provide one kind effectively reduce river course block water cut
The river course soil-baffling structure in face.
To achieve the above object, the utility model provides following technical scheme：
Grown along it a kind of river course soil-baffling structure, including the retaining wall positioned at river course side, the upper surface of the retaining wall
Degree direction, which is provided with mounting groove, the mounting groove to be provided with, cuts dirty drainpipe, and one end of described section of dirty drainpipe extends to river
Communicated in road and with river course.
By using above-mentioned technical proposal, dirty drainpipe will be cut and be arranged in retaining wall, so as to reduce to being supplied water in river course
The influence in the section of circulation, reaches that effectively reducing river course blocks water the effect in section.It is located in addition, cutting dirty drainpipe in mounting groove,
The immersion of river is prevented effectively from, extension cuts the service life of dirty drainpipe.
Further, soil is provided with the mounting groove and tamps layer, described section of dirty drainpipe tamps layer positioned at soil
It is internal.
By using above-mentioned technical proposal, soil tamps layer and fitted with cutting the tube wall of dirty drainpipe, effectively improves and cuts dirty row
The intensity of water pipe.Weaken to produce when cutting dirty drainpipe draining and rock.In addition, it is to avoid personnel are fallen in mounting groove.
Further, madial wall of the mounting groove close to river course direction, which is upwardly extended, is provided with erosion control brush board.
It by using above-mentioned technical proposal, can effectively prevent rainwater from overflowing across retaining wall, reduce farsighted soil and tamp rushing for layer
Brush.
Further, the retaining wall is provided with dry rock layer positioned at the side in river course, and the dry rock layer is less than erosion control
Brush board.
By using above-mentioned technical proposal, dry rock layer is formed by the accumulation of drystone block, so that with to close gear in river course
The effect of the water flow speed reduction of cob wall side-walls, reduction is washed away to retaining wall.
Further, the soil, which is tamped, is provided with green plants on layer.
By using above-mentioned technical proposal, green plants, which tamp layer to soil, has the effect reinforced, it is possible to reduce rainwater
Layer is tamped to soil to wash away.Trampled in addition, reduction personnel tamp layer to soil.And avoid personnel's soil of jumping over from tamping
Layer, danger of the reduction close to river course.
Further, side of the retaining wall away from river course is provided with security protection wall, and the security protection wall is higher than
Retaining wall.
By using above-mentioned technical proposal, when rainy season, rainwater can be avoided to overflow to road surface.
Further, it is provided with sandstone between the security protection wall and retaining wall and tamps layer.
By using above-mentioned technical proposal, sandstone tamps layer and formed by sandstone accumulation, so as to for audience's walking.This
Outside, when rainwater overflows across erosion control brush board, rainwater can be penetrated down into time, it is to avoid soil, which is tamped, gathers rainwater on layer.
Further, the sandstone tamps and water service pipe is provided with layer, and the water service pipe extends and and river to river course direction
Road is communicated.
By using above-mentioned technical proposal, sandstone can be made to tamp the water in layer and timely imported in river course.Furthermore it is possible to
Ensure that river course and sandstone tamp the water level balance between layer, the pressure balance of retaining wall both sides.
Further, the quantity of the water service pipe is two, and two water service pipes are located at respectively to be cut above and below dirty drainpipe
Both sides.
By using above-mentioned technical proposal, after one of drainpipe is blocked, another drainpipe can continue to lead to
Water, so as to ensure that sandstone tamps the balance between layer and river course both sides water level.
In summary, the utility model has the advantages that：
1st, dirty drainpipe will be cut to be arranged in retaining wall, and will reduce the influence to the section for circulation of being supplied water in river course, reaching has
Effect reduces river course and blocked water the effect in section；
2nd, do rock layer to be formed by the accumulation of drystone block, so that with to the water flow speed reduction in river course close to retaining wall side-walls
Effect, reduction retaining wall is washed away.
Brief description of the drawings
Fig. 1 is the structural representation of the present embodiment.
In figure：1st, retaining wall；11st, erosion control brush board；12nd, mounting groove；121st, soil tamps layer；1211st, green plants；2nd, cut
Dirty drainpipe；3rd, rock layer is done；4th, security protection wall；5th, sandstone tamps layer；51st, water service pipe；6th, river course.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
This specific embodiment is only to explain of the present utility model, and it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected in right of the present utility model by Patent Law.
Embodiment：
A kind of river course soil-baffling structure, reference picture 1, it includes the retaining wall 1 positioned at the side of river course 6, and retaining wall 1 is by reinforcing bar
Concrete is made, to avoid the both sides soil erosion of river course 6.The upper surface of retaining wall 1 is provided with mounting groove 12 along its length,
It is provided with mounting groove 12 and cuts dirty drainpipe 2, the one end for cutting dirty drainpipe 2 is extended in river course 6, and is communicated with river course 6, cuts dirt
The other end of drainpipe 2 and the gully of municipal highway（Not shown in figure）Communicate；When rainy, the rainwater on highway is through draining
Well stream is to cutting in dirty drainpipe 2, and rainwater flows in section dirty drainpipe 2, through cutting the filtering of dirt drainpipe 2, flows into river course 6
Water is more clean.Dirty drainpipe 2 will be cut to be arranged in retaining wall 1, the section without taking circulation of supplying water in river course 6, from
And effectively reduce the section that blocks water in river course 6.
Soil is provided with reference picture 1, mounting groove 12 and tamps layer 121, is cut dirty drainpipe 2 and is tamped layer 121 positioned at soil
It is internal.The soil filled by soft soil tamps layer 121 and can fully fitted with cutting the tube wall of dirty drainpipe 2, is cut so as to improve
The intensity of dirty drainpipe 2.
Reference picture 1, madial wall of the mounting groove 12 close to the direction of river course 6, which is upwardly extended, is provided with erosion control brush board 11, protection against erosion
Plate 11 is molded with the formed by integrally casting of retaining wall 1, so as to avoid the water in river course 6 from overflowing across retaining wall 1.Soil is tamped and set on layer 121
There are green plants 1211, green plants 1211 are flower calamus, Lythrum salicaria, cattail or taxodium ascendens etc., trample soil to prevent audience and fill out
Real layer 121, and stop audience soil of jumping over can be played tamp the thing of layer 121 and close to the danger in river course 6.
Reference picture 1, the side that retaining wall 1 is located at river course 6 is provided with dry rock layer 3, dry rock layer 3 accumulated by drystone block and
Into with gap between adjacent drystone block；When flowing water speed in river course 6, flowing water rushing to retaining wall 1 is reduced
Brush, does rock layer 3 and is less than erosion control brush board 11.
Reference picture 1, side of the retaining wall 1 away from river course 6 is provided with security protection wall 4, and security protection wall 4 is higher than retaining wall
1, preferred security protecting wall 4 is higher than retaining wall 10.6M-1M, to avoid the water in rainy season river course 6 from overflowing.Security protection wall 4
Sandstone is provided between retaining wall 1 and tamps layer 5, sandstone tamps layer 5 and formed by the accumulation of sand grains and rubble.In season short of rain,
It can be walked for audience and experience the Nature close to river course 6.
Sandstone tamps and water service pipe 51 is provided with layer 5, and water service pipe 51 is pvc pipe, and water service pipe 51 extends to the direction of river course 6,
And communicated with river course 6, the quantity of water service pipe 51 is two, and two water service pipes 51 are located at twice both sides for cutting dirty drainpipe 2 respectively,
After heavy rain, the rainwater that sandstone is tamped in layer 5 is imported in river course 6 through water service pipe 51, and aqueduct can make the both sides of retaining wall 1
Water level balance, so that the uniform force of the both sides of retaining wall 1.
Claims (9)
1. a kind of river course soil-baffling structure, including the retaining wall (1) positioned at river course (6) side, it is characterised in that：The retaining wall
(1) upper surface is provided with mounting groove (12), the mounting groove (12) to be provided with along its length cuts dirty drainpipe (2),
One end of described section of dirty drainpipe (2) extends in river course (6) and communicated with river course (6).
2. river course soil-baffling structure according to claim 1, it is characterised in that：Soil is provided with the mounting groove (12)
Layer (121) is tamped, described section of dirty drainpipe (2) is located at the inside that soil tamps layer (121).
3. river course soil-baffling structure according to claim 2, it is characterised in that：The mounting groove (12) is close to river course (6)
The madial wall in direction, which is upwardly extended, is provided with erosion control brush board (11).
4. river course soil-baffling structure according to claim 3, it is characterised in that：The retaining wall (1) is located at river course (6)
Side is provided with dry rock layer (3), and the dry rock layer (3) is less than erosion control brush board (11).
5. river course soil-baffling structure according to claim 2, it is characterised in that：The soil is tamped and set on layer (121)
There are green plants (1211).
6. river course soil-baffling structure according to claim 1, it is characterised in that：The remote river course (6) of the retaining wall (1)
Side is provided with security protection wall (4), and the security protection wall (4) is higher than retaining wall (1).
7. river course soil-baffling structure according to claim 6, it is characterised in that：The security protection wall (4) and retaining wall
(1) sandstone is provided between and tamps layer (5).
8. river course soil-baffling structure according to claim 7, it is characterised in that：The sandstone is tamped to be provided with layer (5)
Water service pipe (51), the water service pipe (51) extends to river course (6) direction and communicated with river course (6).
9. river course soil-baffling structure according to claim 8, it is characterised in that：The quantity of the water service pipe (51) is two
Individual, two water service pipes (51) are located at respectively cuts dirty drainpipe (2) both sides up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720200067.9U CN206512743U (en) | 2017-03-02 | 2017-03-02 | River course soil-baffling structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720200067.9U CN206512743U (en) | 2017-03-02 | 2017-03-02 | River course soil-baffling structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206512743U true CN206512743U (en) | 2017-09-22 |
Family
ID=59869123
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720200067.9U Expired - Fee Related CN206512743U (en) | 2017-03-02 | 2017-03-02 | River course soil-baffling structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206512743U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450169A (en) * | 2022-09-15 | 2022-12-09 | 中国电建集团成都勘测设计研究院有限公司 | River bank protection considering sewage intercepting pipeline arrangement and construction method thereof |
-
2017
- 2017-03-02 CN CN201720200067.9U patent/CN206512743U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450169A (en) * | 2022-09-15 | 2022-12-09 | 中国电建集团成都勘测设计研究院有限公司 | River bank protection considering sewage intercepting pipeline arrangement and construction method thereof |
| CN115450169B (en) * | 2022-09-15 | 2024-01-23 | 中国电建集团成都勘测设计研究院有限公司 | River course revetment considering sewage interception pipeline layout and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170922 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |