CN106400742A - River dam ecological revetment structure - Google Patents
River dam ecological revetment structure Download PDFInfo
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- CN106400742A CN106400742A CN201510462254.XA CN201510462254A CN106400742A CN 106400742 A CN106400742 A CN 106400742A CN 201510462254 A CN201510462254 A CN 201510462254A CN 106400742 A CN106400742 A CN 106400742A
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- river course
- bank protection
- revetment
- river
- ecological slope
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Abstract
A river dam ecological revetment structure comprises a back revetment, a first revetment and a second revetment, wherein a dam top road is arranged at the revetment top; an exercise footpath is arranged between the first revetment and the second revetment and located above the normal water level; a masonry-mortar-stone foot groove is formed in the bottom of the second revetment, a rock riprap banket is further arranged on the side, near the river, of the masonry-mortar-stone foot groove, and aquatic plants are planted in the river. The river dam ecological revetment structure provided by the invention reflects the water conservancy concept of ecology and nature, and avoids canalization of the river and excessive river training. Hardening treatment (the masonry-mortar-stone revetment) is adopted under the normal water level, and ecological treatment is carried out in a flood submerged area according to the concept of preventing flushing but not preventing submerging.
Description
Technical field
The present invention relates to a kind of protective slope structure is and in particular to a kind of river course dykes and dams ecological slope protection structure.
Background technology
Existing river course dike, dam bank protection mostly are concrete bank protection, stone masonry bank protection, six rib block bank protections etc..Bank protection all cannot break away from stupid, big, black, the thick traditional scheme of hydraulic engineering mostly, and big to ecological disruption, and hardening area is big, and fund input is big.Lack gardens, make the consideration about ecological aspect such as scape.
Content of the invention
The technical problem to be solved is for above-mentioned the deficiencies in the prior art, provides a kind of river course dykes and dams ecological slope protection structure, embodies ecological natural on harnessing water idea, it is to avoid channelized course and excessive improvement river course.Adopt cure process under ordinary water level（Stone masonry bank protection）, do not prevent that the theory flooded carries out Ecological Disposal in flood inundation on tracks area by erosion control.
To achieve these goals, the technical scheme is that：A kind of river course dykes and dams ecological slope protection structure, including back side bank protection, the first bank protection, the second bank protection, it is provided with levee crown highway in Po Ding, it is additionally provided with body-building pavement between the first bank protection and the second bank protection, body-building pavement is located at more than ordinary water level, it is provided with stone masonry foot groove in the bottom of slope of the second bank protection, is additionally provided with jackstone spats in stone masonry foot groove near the side in river course, plant in river course and be implanted with water plant.
It is equipped with turf and lawn brick on described first bank protection.
Also include trees, more than design flood level, the lower end kind of trees is implanted with that Yunnan Huang is fragrant to planting tree, and the distance between adjacent trees are 8m.
Plant on described body-building pavement and be implanted with lawn, cobble pavement is additionally provided with body-building pavement, cobble pavement is S-type.
Described body-building pavement is provided with stone masonry near the side in river course and bears down on one.
Described second bank protection is stone masonry bank protection.
Described levee crown highway forms for color asphalt laying, is additionally provided with curb in the both sides of levee crown highway.
Plant on the bank protection of the described back side and be implanted with straw or like vegetable.
The slope of described first bank protection is than for 1:2.
The slope of described back side bank protection is than for 1:1.5.
Using said structure, the present invention has advantages below：
(1), compared with administering with traditional river course dykes and dams, the scope built by laying bricks or stones using concrete, stone masonry is less, less to ecological disruption, more focuses on environmental protection and ecology.
(2) healthy road is increased on one-level platform, so that man and nature is preferably engaged, the living environment to littoral resident also has greatly improved.
(3) reduce hardening area, can preferably protect water environment, repair Ecology.
Brief description
The invention will be further described with reference to the accompanying drawings and examples：
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation at A in Fig. 1 of the present invention；
Fig. 3 is the structural representation at B in Fig. 1 of the present invention；
Fig. 4 is the structural representation of body-building pavement of the present invention；
In figure：Back side bank protection 1, levee crown highway 2, curb 3, trees 4, yellow fragrant 5, first bank protection 6 in Yunnan, turf 601, lawn brick 602, body-building pavement 7, lawn 701, cobble pavement 702, stone masonry bear down on one the 8, second bank protection 9, stone masonry foot groove 10, jackstone spats 11, water plant 12.
Specific embodiment
As shown in figures 1-4, a kind of river course dykes and dams ecological slope protection structure, including back side bank protection 1, the first bank protection 6, the second bank protection 9, it is provided with levee crown highway 2 in Po Ding, it is additionally provided with body-building pavement 7 between the first bank protection 6 and the second bank protection 9, body-building pavement 7 is located at more than ordinary water level, is provided with stone masonry foot groove 10 in the bottom of slope of the second bank protection 9, it is additionally provided with jackstone spats 11 in stone masonry foot groove 10 near the side in river course, plant in river course and be implanted with water plant 12.
It is equipped with turf 601 and lawn brick 602 on described first bank protection 6.
Also include trees 4,4 kinds of trees are planted more than design flood level, the lower end kind of trees 4 is implanted with Yunnan yellow fragrant 5, and the distance between adjacent trees 4 are 8m.
Plant on described body-building pavement 7 and be implanted with lawn 701, cobble pavement 702 is additionally provided with body-building pavement 7, cobble pavement 702 is S-type.
Described body-building pavement 7 is provided with stone masonry near the side in river course and bears down on one 8.
Described second bank protection 9 is stone masonry bank protection.
Described levee crown highway 2 forms for color asphalt laying, is additionally provided with curb 3 in the both sides of levee crown highway 2.
Plant on described back side bank protection 1 and be implanted with straw or like vegetable.
The slope of described first bank protection 6 is than for 1:2.
The slope of described back side bank protection 1 is than for 1:1.5.
Using said structure, the present invention has advantages below：
(1), compared with administering with traditional river course dykes and dams, the scope built by laying bricks or stones using concrete, stone masonry is less, less to ecological disruption, more focuses on environmental protection and ecology.
(2) healthy road is increased on one-level platform, so that man and nature is preferably engaged, the living environment to littoral resident also has greatly improved.
(3) reduce hardening area, can preferably protect water environment, repair Ecology.
Claims (10)
1. a kind of river course dykes and dams ecological slope protection structure, including back side bank protection（1）, the first bank protection（6）, the second bank protection（9）It is characterised in that：It is provided with levee crown highway in Po Ding（2）, in the first bank protection（6）With the second bank protection（9）Between be additionally provided with body-building pavement（7）, body-building pavement（7）More than ordinary water level, in the second bank protection（9）Bottom of slope be provided with stone masonry foot groove（10）, in stone masonry foot groove（10）Side near river course is additionally provided with jackstone spats（11）, plant in river course and be implanted with water plant（12）.
2. according to claim 1 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Described first bank protection（6）On be equipped with turf（601）And lawn brick（602）.
3. according to claim 1 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Also include trees（4）, trees（4）Plant more than design flood level, trees（4）Lower end kind to be implanted with Yunnan Huang fragrant（5）, adjacent trees（4）The distance between be 8m.
4. according to claims 1 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Described body-building pavement（7）Upper kind is implanted with lawn（701）, in body-building pavement（7）On be additionally provided with cobble pavement（702）, cobble pavement（702）S-type.
5. according to claim 1 or 4 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Described body-building pavement（7）It is provided with stone masonry near the side in river course to bear down on one（8）.
6. according to claim 1 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Described second bank protection（9）For stone masonry bank protection.
7. according to claim 1 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Described levee crown highway（2）Form for color asphalt laying, in levee crown highway（2）Both sides be additionally provided with curb（3）.
8. according to claim 1 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Described back side bank protection（1）Upper kind is implanted with straw or like vegetable.
9. a kind of river course dykes and dams ecological slope protection structure according to claim 1 or claim 2 it is characterised in that：Described first bank protection（6）Slope than for 1:2.
10. according to claim 1 or 8 a kind of river course dykes and dams ecological slope protection structure it is characterised in that：Described back side bank protection（1）Slope than for 1:1.5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510462254.XA CN106400742A (en) | 2015-07-31 | 2015-07-31 | River dam ecological revetment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510462254.XA CN106400742A (en) | 2015-07-31 | 2015-07-31 | River dam ecological revetment structure |
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| Publication Number | Publication Date |
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| CN106400742A true CN106400742A (en) | 2017-02-15 |
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| CN201510462254.XA Pending CN106400742A (en) | 2015-07-31 | 2015-07-31 | River dam ecological revetment structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237295A (en) * | 2017-06-26 | 2017-10-10 | 环境保护部南京环境科学研究所 | A kind of second order ecological revetment and its building method |
| CN107513983A (en) * | 2017-10-09 | 2017-12-26 | 杨勇 | A kind of honeycomb cell compartment type is used for dykes and dams ecological management and rainwater purification system and its construction method |
| CN108560483A (en) * | 2018-04-28 | 2018-09-21 | 深圳春沐源控股有限公司 | A kind of river structure |
| CN112554129A (en) * | 2020-11-30 | 2021-03-26 | 中国电建集团成都勘测设计研究院有限公司 | River channel dam with hydrophilic platform and steep rising and falling |
| CN114508076A (en) * | 2022-02-24 | 2022-05-17 | 中水北方勘测设计研究有限责任公司 | Method for treating underwater side slope in dense vegetation area |
| CN115233614A (en) * | 2022-05-20 | 2022-10-25 | 自然资源部第二海洋研究所 | Ecological seawall structure and construction method thereof |
-
2015
- 2015-07-31 CN CN201510462254.XA patent/CN106400742A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237295A (en) * | 2017-06-26 | 2017-10-10 | 环境保护部南京环境科学研究所 | A kind of second order ecological revetment and its building method |
| CN107237295B (en) * | 2017-06-26 | 2019-06-04 | 环境保护部南京环境科学研究所 | A kind of second order ecological slope protection and its building method |
| CN107513983A (en) * | 2017-10-09 | 2017-12-26 | 杨勇 | A kind of honeycomb cell compartment type is used for dykes and dams ecological management and rainwater purification system and its construction method |
| CN108560483A (en) * | 2018-04-28 | 2018-09-21 | 深圳春沐源控股有限公司 | A kind of river structure |
| CN112554129A (en) * | 2020-11-30 | 2021-03-26 | 中国电建集团成都勘测设计研究院有限公司 | River channel dam with hydrophilic platform and steep rising and falling |
| CN114508076A (en) * | 2022-02-24 | 2022-05-17 | 中水北方勘测设计研究有限责任公司 | Method for treating underwater side slope in dense vegetation area |
| CN115233614A (en) * | 2022-05-20 | 2022-10-25 | 自然资源部第二海洋研究所 | Ecological seawall structure and construction method thereof |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170215 |
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| WD01 | Invention patent application deemed withdrawn after publication |