CN208685545U - A kind of bank protection structure improving land and water domain ecological environment - Google Patents

A kind of bank protection structure improving land and water domain ecological environment Download PDF

Info

Publication number
CN208685545U
CN208685545U CN201821390520.8U CN201821390520U CN208685545U CN 208685545 U CN208685545 U CN 208685545U CN 201821390520 U CN201821390520 U CN 201821390520U CN 208685545 U CN208685545 U CN 208685545U
Authority
CN
China
Prior art keywords
slope
shore protection
bank
protection
platform
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.)
Active
Application number
CN201821390520.8U
Other languages
Chinese (zh)
Inventor
沈达怡
张才俊
周鹏
陈天枢
刘少丞
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CCCC Shanghai Dredging Co Ltd.
Original Assignee
CCCC Shanghai Dredging Co Ltd.
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by CCCC Shanghai Dredging Co Ltd. filed Critical CCCC Shanghai Dredging Co Ltd.
Priority to CN201821390520.8U priority Critical patent/CN208685545U/en
Application granted granted Critical
Publication of CN208685545U publication Critical patent/CN208685545U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Revetment (AREA)

Abstract

The utility model discloses a kind of bank protection structures for improving land and water domain ecological environment, including ramp type bank protection structure section, vertical type barricade to add slope bank protection structure section and solid matter timber bank protection structure section.The ramp type bank protection structure section includes the first inner slope shore protection, the first shore protection platform and the first side slope shore protection set gradually from river to bank;The vertical type barricade adds slope bank protection structure section to include the second inner slope shore protection set gradually from river to bank, the second shore protection platform, vertical type barricade and the second side slope shore protection;The solid matter timber bank protection structure section includes the third inner slope shore protection set gradually from river to bank, third shore protection platform, solid matter timber and third side slope shore protection.The bank protection structure of the utility model can effectively realize that the ecological vegetation of slope surface restores and protects, not only have the function of conserving water and soil, prevent erosion and come down, can also improve environment and landscape.

Description

A kind of bank protection structure improving land and water domain ecological environment
Technical field
The utility model relates to a kind of bank protection structures for improving land and water domain ecological environment.
Background technique
At present rural area in order to flood control water logging control, irrigate generally excavate a plurality of river.Since river is mostly slight slope, line style has some setbacks Directly, inflection point is more, and river bank slope is irregular, severe water and soil erosion, and there are the dam foundations for river many places, and intermittently, riverbank is met year by year By current scour, riverbank can be made constantly to collapse, the landscape tree of plantation is more mixed and disorderly, and building waste is more on bank slope, effect It is poor.Therefore need to reinforce Riparian buffers, with resist water flow wash away and scour, and build the fine ring of light green blending Border.
Utility model content
There is provided the purpose of the utility model is to overcome the defect of the prior art a kind of improves land and water domain ecological environment Bank protection structure, it can effectively realize that the ecological vegetation of slope surface restores and protects, not only have the function of conserving water and soil, prevent water and soil It is lost and comes down, environment and landscape can also be improved.
Purpose of the utility model is realized as follows: a kind of bank protection structure for improving land and water domain ecological environment, including it is oblique Slope formula bank protection structure section, vertical type barricade add slope bank protection structure section and solid matter timber bank protection structure section, wherein
The ramp type bank protection structure section includes that the first inner slope shore protection, the first shore protection set gradually from river to bank is put down Platform and the first side slope shore protection;
The slope ratio of the first inner slope shore protection is 1:2.5 and is nature slight slope;
The elevation of the first shore protection platform is 0.3m higher than design lowest stage, width 1.25m, on the first shore protection platform Planting aquatic plants;
The elevation of the first side slope shore protection than design ordinary water level it is 0.3m high to than design high-water it is 0.3m high between, slope Than for 1:2.0, the longitudinally disposed greening concrete lattice stalk at the slope foot of the first side slope shore protection, greening concrete lattice stalk side end to than design Cast-in-place concrete revetment on the first side slope shore protection between the high 0.4~0.6m of ordinary water level, and the plantation of laying planting soil is green on concrete revetment Change, the Turf Culture slope protection on the first side slope shore protection 0.4~0.6m or more higher than design ordinary water level;
The vertical type barricade add slope bank protection structure section include the second inner slope shore protection set gradually from river to bank, Second shore protection platform and the second side slope shore protection;
The slope ratio of the second inner slope shore protection is 1:3.0 and is nature slight slope;
The elevation of the second shore protection platform is 0.3m higher than design lowest stage, width 1.35m, on the second shore protection platform Planting aquatic plants;
The second side slope shore protection and the second shore protection platform are ladder connection, the diversion side of the second side slope shore protection and the Vertical type barricade is set on the facade of the land side of two shore protection platforms, and the elevation of top surface of the vertical type barricade is higher than design ordinary water level 0.4~0.6m, the vertical type barricade include the imitation wood decoration stake of solid matter square pile with the upstream face for overlaying on solid matter square pile;Second side slope For the elevation of shore protection 0.4~0.6m higher than design ordinary water level between 0.3m higher than design high-water, slope ratio is 1:2.5, and is planted Plant grassed slope;
The solid matter timber bank protection structure section includes third inner slope shore protection, the third shore protection set gradually from river to bank Platform and third side slope shore protection;
The slope ratio of the third inner slope shore protection is 1:2.0~1:2.5 and is nature slight slope;
The elevation of the third shore protection platform is 0.3m higher than design lowest stage, width 1.0m, on the third shore protection platform Planting aquatic plants;
The third side slope shore protection and third shore protection platform are ladder connection, the diversion side of the third side slope shore protection and the Solid matter timber is set on the facade of the land side of three shore protection platforms, and the elevation of top surface of the solid matter timber is higher by 0.4 than design ordinary water level ~0.6m;The elevation of third side slope shore protection than design ordinary water level it is 0.4~0.6m high to than design high-water it is 0.3m high between, it is wide Degree is 900~1200mm, and slope ratio is 1:2.0, and Turf Culture slope protection.
The bank protection structure of above-mentioned improvement land and water domain ecological environment, wherein the width of the greening concrete lattice stalk is 300mm, Depth is 400mm.
The bank protection structure of above-mentioned improvement land and water domain ecological environment, wherein the concrete revetment with a thickness of 100mm, it is described Planting soil with a thickness of 50mm.
The bank protection structure of above-mentioned improvement land and water domain ecological environment, wherein the solid matter square pile uses C30 Prefabricated reinforced concrete Stake, length × width × height are 150 × 200 × 4000mm;The diameter of the imitation wood decoration stake is 200mm, and a height of 1000mm squeezes into institute The depth for stating the second shore protection platform is 100mm.
The bank protection structure of above-mentioned improvement land and water domain ecological environment, wherein the solid matter timber use diameter for 150mm, The top of the China fir of a height of 4000mm, the back side of the solid matter timber is consolidated by the semicircle wooden horizontal cleat that iron nail and diameter are 150mm It is fixed.
The bank protection structure of the improvement land and water domain ecological environment of the utility model, bank protection structure are stablized, and shore protection effect is prominent, can Effectively to resist and cut down washing away for wave current, erosion of the wave current to bank slope is avoided, there is good protection effect;And In shore protection platform planting aquatic plants, it can disappear Lang Baotan, and increases the hydrophily and landscape of shore protection;Using inner slope and The second level flexibility shore protection of side slope forms flexible ecological structure, forms the ecosystem of water plant and terrestrial plant, realize Shore protection is ecological and landscape.
Detailed description of the invention
Fig. 1 is the section of ramp type bank protection structure section in the bank protection structure of the improvement land and water domain ecological environment of the utility model Figure;
Fig. 2 is that the vertical type barricade in the bank protection structure of the improvement land and water domain ecological environment of the utility model adds slope shore protection The cross-section diagram of structural sections;
Fig. 3 is the solid matter timber bank protection structure section in the bank protection structure of the improvement land and water domain ecological environment of the utility model Cross-section diagram.
Specific embodiment
Below in conjunction with attached drawing, the utility model is described in further detail.
It please refers to Fig.1 to Fig.3, the bank protection structure of the improvement land and water domain ecological environment of the utility model, including ramp type shield Bank structural sections, vertical type barricade add slope bank protection structure section and solid matter timber bank protection structure section.
Ramp type bank protection structure section is open suitable for river periphery place and needs protection against erosion or the frequent river of SEA LEVEL VARIATION Section.
The first inner slope shore protection 1a, the first shore protection platform that ramp type bank protection structure section is set gradually from river 10 to bank 50 2a and the first side slope shore protection 4a;Wherein,
The width of first inner slope shore protection 1a is 5.75m, and slope ratio is 1:2.5 and is nature slight slope;
The elevation of first shore protection platform 2a is 0.3m higher than design lowest stage, is 2.3m, width 1.25m, first shore protection Planting aquatic plants on platform 2a;
The width of first side slope shore protection 4a is 4.0m, and slope ratio is 1:2.0, is longitudinally set at the slope foot of the first side slope shore protection 4a Greening concrete lattice stalk 41 is set, the width of greening concrete lattice stalk 41 is 300mm, depth 400mm, is afforesting the side end of concrete lattice stalk 41 extremely Cast-in-place concrete revetment 43 on the first side slope shore protection 4a between 0.4~0.6m higher than design ordinary water level, the lower section element of concrete revetment 43 It is cast-in-place again after 44 compacting of soil, concrete revetment 43 with a thickness of 100mm, and be laid with 42 kinds of plant of planting soil on concrete revetment 43 and afforest, Turf Culture slope protection is (see figure after the first side slope shore protection 4a 0.4~0.6m or more higher than design ordinary water level is laid with one layer of geotextiles 1)。
Vertical type barricade adds bank protection structure section land occupation in slope smaller, abuts status road, workshop, residential house suitable for rear And there are the trees of growth many years on narrow space bank section and riverbank.
Vertical type barricade adds slope bank protection structure section to include the second inner slope shore protection set gradually from river 10 to bank 50 1b, the second shore protection platform 2b and the second side slope shore protection 4b;Wherein,
The width of second inner slope shore protection 1b is 6.9m, and slope ratio is 1:3.0 and is nature slight slope;
The elevation of second shore protection platform 2b is 0.3m higher than design lowest stage, is 2.3m, width 1.35m, the shore protection platform The upper planting aquatic plants of 2b;
Second side slope shore protection 4b and the second shore protection platform 2b be ladder connection, the diversion side of the second side slope shore protection 4b with Vertical type barricade is set on the facade of the land side of the second shore protection platform 2b, and the elevation of top surface of the vertical type barricade is than design ordinary water High 0.4~the 0.6m in position, the vertical type barricade include the imitation wood decoration stake of solid matter square pile 31 with the upstream face for overlaying on solid matter square pile 31 32;Solid matter square pile 31 uses C30 reinforced concret precast pile, and length × width × height is 150 × 200 × 4000mm;Imitation wood decorates stake 32 Diameter is 200mm, a height of 1000mm, and the depth for squeezing into the second shore protection platform 2b is 100mm;The elevation of second side slope shore protection 4b exists 0.4~0.6m higher than design ordinary water level is 3.2~4.3m between 0.3m higher than design high-water, the second side slope shore protection 4b's Width is 2.7m, and slope ratio is 1:2.5, and the Turf Culture slope protection after being laid with one layer of geotextiles 40 (see Fig. 2).
Solid matter timber bank protection structure section is suitable for the relatively narrow riverbank of river mouth, and easy for construction, more economical.
Solid matter timber bank protection structure section includes the third inner slope shore protection 1c set gradually from river 10 to bank 50, third shield Bank platform 2c and third side slope shore protection 4c;Wherein,
The slope ratio of third inner slope shore protection 1c is 1:2.0~1:2.5 and is nature slight slope;
The elevation of third shore protection platform 2c is 0.3m higher than design lowest stage, is 2.3m, width 1.0m, shore protection platform 2c Upper planting aquatic plants;
Third side slope shore protection 4c and third shore protection platform 2c are ladder connection, the diversion side of third side slope shore protection 4c with Solid matter timber 3 is set on the facade of the land side of third shore protection platform 2c, and the elevation of top surface of the solid matter timber 3 is than design ordinary water level High 0.4~0.6m is 3.2m, which uses diameter for the China fir of 150mm, a height of 4000mm, the solid matter timber 3 The top of back side is fixed by the semicircle wooden horizontal cleat 30 that iron nail and diameter are 150mm;The elevation of third side slope shore protection 4c than High 0.4~the 0.6m of ordinary water level is designed between 0.3m higher than design high-water, being 3.2~4.3m, the width of third side slope shore protection 4c Degree is 900~1200mm, and slope ratio is 1:2.0, and the Turf Culture slope protection after being laid with one layer of geotextiles 40 (see Fig. 3).
The bank protection structure of the improvement land and water domain ecological environment of the utility model, can effectively resist and cut down wave current It washes away, avoids erosion of the wave current to bank slope, there is good protection effect;And in shore protection platform planting aquatic plants, i.e., Can disappear Lang Baotan, and increase the hydrophily and landscape of shore protection;Using the second level flexibility shore protection of inner slope and side slope, formed soft Property ecologic structure, form the ecosystem of water plant and terrestrial plant, realize that shore protection is ecological and landscape.
Above embodiments are only for illustration of the utility model, rather than limitations of the present invention, related technical field Technical staff can also make various transformation or modification in the case where not departing from the spirit and scope of the utility model, because This all equivalent technical solution also should belong to the scope of the utility model, should be limited by each claim.

Claims (5)

1. a kind of bank protection structure for improving land and water domain ecological environment, including ramp type bank protection structure section, vertical type barricade add slope Bank protection structure section and solid matter timber bank protection structure section, which is characterized in that
The ramp type bank protection structure section include the first inner slope shore protection set gradually from river to bank, the first shore protection platform and First side slope shore protection;
The slope ratio of the first inner slope shore protection is 1:2.5 and is nature slight slope;
The elevation of the first shore protection platform is 0.3m higher than design lowest stage, width 1.25m, plants on the first shore protection platform Water plant;
The elevation of the first side slope shore protection than design ordinary water level it is 0.3m high to than design high-water it is 0.3m high between, slope ratio is 1:2.0, the longitudinally disposed greening concrete lattice stalk at the slope foot of the first side slope shore protection, in the side end that greening concrete lattice obstruct to than designing ordinary water Cast-in-place concrete revetment on the first side slope shore protection between the high 0.4~0.6m in position, and planting soil plantation greening is laid on concrete revetment, Turf Culture slope protection on the first side slope shore protection 0.4~0.6m or more higher than design ordinary water level;
The vertical type barricade adds slope bank protection structure section to include the second inner slope shore protection set gradually from river to bank, second Shore protection platform and the second side slope shore protection;
The slope ratio of the second inner slope shore protection is 1:3.0 and is nature slight slope;
The elevation of the second shore protection platform is 0.3m higher than design lowest stage, width 1.35m, plants on the second shore protection platform Water plant;
The second side slope shore protection and the second shore protection platform are ladder connection, the diversion side of the second side slope shore protection and the second shield Vertical type barricade is set on the facade of the land side of bank platform, and the elevation of top surface of the vertical type barricade is higher by 0.4 than design ordinary water level ~0.6m, the vertical type barricade include the imitation wood decoration stake of solid matter square pile with the upstream face for overlaying on solid matter square pile;Second side slope shield For the elevation of bank 0.4~0.6m higher than design ordinary water level between 0.3m higher than design high-water, slope ratio is 1:2.5, and is planted Grassed slope;
The solid matter timber bank protection structure section includes the third inner slope shore protection set gradually from river to bank, third shore protection platform With third side slope shore protection;
The slope ratio of the third inner slope shore protection is 1:2.0~1:2.5 and is nature slight slope;
The elevation of the third shore protection platform is 0.3m higher than design lowest stage, width 1.0m, plants on the third shore protection platform Water plant;
The third side slope shore protection and third shore protection platform are ladder connection, and the diversion side of the third side slope shore protection and third are protected Solid matter timber is set on the facade of the land side of bank platform, the elevation of top surface of the solid matter timber than design ordinary water level it is high by 0.4~ 0.6m;The elevation of third side slope shore protection than design ordinary water level it is 0.4~0.6m high to than design high-water it is 0.3m high between, width For 900~1200mm, slope ratio is 1:2.0, and Turf Culture slope protection.
2. the bank protection structure according to claim 1 for improving land and water domain ecological environment, which is characterized in that the greening concrete lattice The width of stalk is 300mm, depth 400mm.
3. the bank protection structure according to claim 1 for improving land and water domain ecological environment, which is characterized in that the concrete revetment With a thickness of 100mm, the planting soil with a thickness of 50mm.
4. the bank protection structure according to claim 1 for improving land and water domain ecological environment, which is characterized in that the solid matter square pile Using C30 reinforced concret precast pile, length × width × height is 150 × 200 × 4000mm;The diameter of the imitation wood decoration stake is 200mm, A height of 1000mm, the depth for squeezing into the second shore protection platform is 100mm.
5. the bank protection structure according to claim 1 for improving land and water domain ecological environment, which is characterized in that the solid matter timber Use diameter for the China fir of 150mm, a height of 4000mm, the top of the back side of the solid matter timber is by iron nail and diameter The semicircle wooden horizontal cleat of 150mm is fixed.
CN201821390520.8U 2018-08-28 2018-08-28 A kind of bank protection structure improving land and water domain ecological environment Active CN208685545U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821390520.8U CN208685545U (en) 2018-08-28 2018-08-28 A kind of bank protection structure improving land and water domain ecological environment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821390520.8U CN208685545U (en) 2018-08-28 2018-08-28 A kind of bank protection structure improving land and water domain ecological environment

Publications (1)

Publication Number Publication Date
CN208685545U true CN208685545U (en) 2019-04-02

Family

ID=65887194

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821390520.8U Active CN208685545U (en) 2018-08-28 2018-08-28 A kind of bank protection structure improving land and water domain ecological environment

Country Status (1)

Country Link
CN (1) CN208685545U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110616666A (en) * 2019-08-27 2019-12-27 中国建筑一局(集团)有限公司 Combined ecological revetment and construction method thereof
CN110804990A (en) * 2019-11-21 2020-02-18 深圳春沐源控股有限公司 Boundless scenic spot river course structure
CN111287141A (en) * 2020-02-28 2020-06-16 上海市水利工程设计研究院有限公司 Organic slope protection structure woven by adopting movable branches
CN111608138A (en) * 2020-05-20 2020-09-01 中电建十一局工程有限公司 Construction method for slope protection of ecological landscape of urban internal lake
CN115726319A (en) * 2022-11-30 2023-03-03 上海宝冶集团有限公司 Close-packed wood pile imitation revetment construction method applied to soft soil river revetment

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110616666A (en) * 2019-08-27 2019-12-27 中国建筑一局(集团)有限公司 Combined ecological revetment and construction method thereof
CN110804990A (en) * 2019-11-21 2020-02-18 深圳春沐源控股有限公司 Boundless scenic spot river course structure
CN111287141A (en) * 2020-02-28 2020-06-16 上海市水利工程设计研究院有限公司 Organic slope protection structure woven by adopting movable branches
CN111608138A (en) * 2020-05-20 2020-09-01 中电建十一局工程有限公司 Construction method for slope protection of ecological landscape of urban internal lake
CN115726319A (en) * 2022-11-30 2023-03-03 上海宝冶集团有限公司 Close-packed wood pile imitation revetment construction method applied to soft soil river revetment

Similar Documents

Publication Publication Date Title
CN208685545U (en) A kind of bank protection structure improving land and water domain ecological environment
WO2016172991A1 (en) Water purification system requiring no power for riparian area of artificial wetland
CN106759104B (en) Ecological slope protection structure and construction method
CN216074968U (en) River course river system view combined type ecological revetment structure
CN103603316A (en) Ecological cement and geocell combination slope protection technology
CN105839592B (en) A kind of Contiuum type honeycomb building block and its application
CN103866774A (en) Ditch pipe network protection body for slope protection and collapsing hill drainage and soil fixation
CN110670604A (en) Hard slope ecological greening system and construction method thereof
KR20070033301A (en) Cellular Block Of A Plant Community Type
CN103061310B (en) Ecological habitat revetment
CN112878278B (en) Ecological bag and construction method of artificial environment landscape wetland revetment thereof
CN207109721U (en) A kind of river channel ecology Afforestation Landscape structure
CN203755322U (en) Channel pipe network guarded body used for slope protection and drainage and soil fixation of slope collapse
CN112411514A (en) Ecological wind-prevention and sand-fixation system for railway protection
CN104695379A (en) Ecological river channel revetment structure
CN207295630U (en) A kind of river channel ecology shore protection
CN208039181U (en) A kind of small watershed river water comprehensive treatment system
CN206625181U (en) River course soil layer safeguard structure
CN216999541U (en) Slope protection building block and ecological slope protection structure suitable for rain source type river channel
CN214033582U (en) Hydraulic engineering dykes and dams prevention of seepage ecological protection structure
CN210151667U (en) A seepage prevention structure for city river course
CN206538735U (en) A kind of environmental compound shore structure
CN108755597B (en) Prefabricated part check dam and preparation method and using method thereof
CN208363029U (en) A kind of hard revetment restoration of the ecosystem structure
CN209779617U (en) Pile foundation structure with high-pressure jet grouting pile serving as side slope support pile

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant