CN209105732U - A kind of rigidity revetment type riverbank ecology constructs structure - Google Patents

A kind of rigidity revetment type riverbank ecology constructs structure Download PDF

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Publication number
CN209105732U
CN209105732U CN201821826735.XU CN201821826735U CN209105732U CN 209105732 U CN209105732 U CN 209105732U CN 201821826735 U CN201821826735 U CN 201821826735U CN 209105732 U CN209105732 U CN 209105732U
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China
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plant
bed
fixed
bracket
river
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Expired - Fee Related
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CN201821826735.XU
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Chinese (zh)
Inventor
金晶
童新
赵晓红
阮冠华
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Taizhou Vocational College of Science and Technology
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Taizhou Vocational College of Science and Technology
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    • 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

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Abstract

The utility model relates to a kind of rigidity revetment type riverbank ecologies to construct structure, and plant bed A includes: L bracket, hollow out shelf;Hollow out shelf is fixed on L bracket top;River bed is inserted into L bracket one end, and the other end is fixed with the edge An Geng, and hollow out shelf one side is also fixed with the edge An Geng;Compound water plant is planted on hollow out shelf;Floating body is set on plant bed B, and one side is fixed by line anchor and L bracket, and the other side is fixed by line anchor and river bed, and the length by adjusting line anchor can adjust the depth or be sunken to river bed that plant bed B is suspended in liquid level;Plant bed B kind planting submerged plant;Along the river edge, kind are implanted with the rock-climbing plant sought connections with downwards on the littoral ridge on the bank.The utility model does not destroy existing rigidity revetment, retains its water conservancy function;The land resource of city anxiety is not accounted for, it is easy to operate;More habitats are provided for aquatic lively object;Riparian Zone landscape is promoted, water quality of river is promoted.

Description

A kind of rigidity revetment type riverbank ecology constructs structure
Technical field
It is specifically a kind of rigidity revetment type that the utility model relates to one kind for riverbank two sides ecology building structure Riverbank ecology constructs structure and construction method.
Background technique
It is different with the limitation on the construction and development in city and human knowledge and the disconnection between government administration section Inter-sectional stresses to have nothing in common with each other, and people more pay attention to the functions such as the flood control in river, shipping, and most Riparian Zones have been carried out with hard Water front transformation based on matter revetment-type, i.e., merely build the forms such as bunding using stone pitching, height and carry out cure process to bank slope. Rigidity revetment has completely cut off waters and has contacted with the land-based area ecosystem, causes river ecosystem by isolating, and bio-diversity is reduced, The decline of water body natural purifying ability, water quality deterioration.
Therefore, how under conditions of not influencing river passage, a kind of rigidity revetment type riverbank ecology building structure is provided And construction method, not only achieved the purpose that shore protection but also solved ecosystem destruction brought by rigidity revetment, water quality of river deterioration etc. Problem becomes urgent technical problem to be solved in the field.
Utility model content
The purpose of this utility model is: providing a kind of rigidity revetment type riverbank ecology building structure and construction method, solves The problems such as ecosystem destruction brought by rigidity revetment, water quality of river deteriorate effectively increases bio-diversity, building water body The ecosystem, and water conservancies function, the preferable control engineering cost such as do not take up an area, do not influence river navigation and do not cause secondary pollution.
The utility model takes following technical scheme:
A kind of rigidity revetment type riverbank ecology constructs structure, including plant bed A6, plant bed B5;The plant bed A6 packet It includes: L bracket, hollow out shelf 2;Hollow out shelf 2 is fixed on L bracket top;L bracket one end be inserted into river bed, the other end with An Geng is fixed at edge, and 2 one side of hollow out shelf is also fixed with the edge An Geng;The width of hollow out shelf 2 is less than L bracket, L shape branch Frame upper surface kind planting submerged plant;Compound water plant is planted on hollow out shelf 2;Floating body 7, one are set on the plant bed B5 Side is fixed by line anchor and L bracket, and the other side is fixed by line anchor and river bed, and the length by adjusting line anchor can adjust plant The depth or be sunken to river bed that object bed B5 is suspended in liquid level;Plant bed B5 kind planting submerged plant 4;Along the river edge, kind are implanted on the bank The rock-climbing plant 1 that the littoral ridge is sought connections with downwards.
Further, the L bracket be stainless steel material, one end is tip, be inserted into river bed, the other end by bolt with The bank ridge is fixed.
Further, the shape on the bank ridge is upright or straight incline.
Further, submerged plant is fixed with bundling belt and plant bed B5, and submerged plant is eel grass, hydrilla verticillata, Yi Le One or more of algae, bog pondweed, water orchid.
It further, is drawable formula assembly between the floating body 7 and plant bed B5.
Further, the compound water plant includes enduring water, floating leaf, submerged plant.
Further, korneforos closely rigidity revetment type riverbank ecology building structure launches aquatile, and zooplankter is thrown Put 104-105/L of density;2-6/m of shellfish throw-in density3;Fish body launches specification 10-15cm, throw-in density 2-4 tail/m3
A kind of construction method of above-mentioned rigidity revetment type riverbank ecology building structure, comprising the following steps:
One section of S1, selection rigidity revetment, determine the depth of water, substrate, water quality situation;The position of plant bed A is determined by the depth of water, Determine that plant bed A is inserted into Mud Sediment thickness by substrate;The aquatic plant species of transplanting are determined by water quality;
S2, selected plant;
S3, plant bed A are fixed: plant bed A, L shape branch being arranged at a certain distance in rigidity revetment using rigidity revetment Bed mud is inserted into frame one end, and the other end is fixed using bolt and the bank ridge;
S4, submerged plant bed B is set, plant bed B is fixed by line anchor and plant bed A and river bed;Plant bed B has 2 layers Net is planted, submerged plant is set between 2 layers of plantation net, is fixed plantation net using strapping, drawable cylinder is arranged in both sides Shape floating body;
Water plant is transplanted on S5, plant bed A, hollow out shelf carries out outer paving using gunnysack, planting soil is inverted, by aquatic plant Object is transplanted to plant bed A;
Above S6, plant bed A waterborne, edge on the bank along the river, plantation rock-climbing plant;
The plant bed B of S7, submerged plant sinks, and grows fine to plant, water transparency is promoted, extraction floating body, by plant Bed B sinks a distance, and fixes again through line anchor and plant bed A and river bed;
S8, aquatile is launched, launched to be directly invested in water body, 104-5/L of zooplankter throw-in density;Shellfish 2-6/m of throw-in density3;Fish body launches specification 10-15cm, throw-in density 2-4 tail/m3
S9, to plant growing way, further good, water transparency is further promoted, and plant bed B sinks to river bed, and utilization is extremely short Plant bed B is sunk to river bed by line anchor.
The utility model has the beneficial effects that:
1) existing rigidity revetment is not destroyed, is retained its water conservancy function, is not influenced the passage in river;
2) land resource of city anxiety is not accounted for, it is easy to operate;
3) plant space configuration rationally, provides more habitats for aquatic lively object;
4) Riparian Zone landscape is promoted, water quality of river is promoted.
5) structure is simple, and cost is controllable, and good joining relation is formed between plant bed A and plant bed B.
Detailed description of the invention
Fig. 1 is in the utility model embodiment one, signal when the first levitation position when plant bed B is located adjacent to the water surface Figure.
Fig. 2 is in the utility model embodiment one, schematic diagram when the first levitation position when plant bed B is located at middle part.
Fig. 3 is in the utility model embodiment one, schematic diagram when the first levitation position when plant bed B is located at bottom.
Fig. 4 is in the utility model embodiment two, signal when the first levitation position when plant bed B is located adjacent to the water surface Figure.
Fig. 5 is the floor map of plant bed B.
Fig. 6 is provided at the schematic diagram of the floating body on plant bed B.
In figure, 1. rock-climbing plants, 2. hollow out shelfs, 3. compound water plants, 4. submerged plants, 5. plant bed B, 6. plants Bed A, 7. floating bodies.
Specific embodiment
The present invention will be further described in the following with reference to the drawings and specific embodiments.
Embodiment one:
Referring to Fig. 1-3,5-6, a kind of rigidity revetment type riverbank ecology constructs structure, including plant bed A6, plant bed B5;Institute Stating plant bed A6 includes: L bracket, hollow out shelf 2;Hollow out shelf 2 is fixed on L bracket top;River is inserted into L bracket one end Bottom, the other end are fixed with the edge An Geng, and 2 one side of hollow out shelf is also fixed with the edge An Geng;The width of hollow out shelf 2 is less than L Shape bracket, L bracket upper surface kind planting submerged plant;Compound water plant is planted on hollow out shelf 2;It is set on the plant bed B5 Floating body 7 is set, one side is fixed by line anchor and L bracket, and the other side is fixed by line anchor and river bed, by the length for adjusting line anchor Degree can adjust the depth or be sunken to river bed that plant bed B5 is suspended in liquid level;Plant bed B5 kind planting submerged plant 4;Along the river on the bank Edge, kind are implanted with the rock-climbing plant 1 sought connections with downwards on the littoral ridge.
In this embodiment, the L bracket is stainless steel material, and one end is tip, is inserted into river bed, and the other end passes through spiral shell Bolt is fixed with the bank ridge.
In this embodiment, ginseng is as shown in Figure 1-3, the shape on the bank ridge is upright.
In this embodiment, submerged plant is fixed with bundling belt and plant bed B5, submerged plant be eel grass, hydrilla verticillata, One or more of waterweed, bog pondweed, water orchid.
It in this embodiment, is drawable formula assembly referring to Fig. 5-6, between the floating body 7 and plant bed B5.
In this embodiment, the compound water plant includes enduring water, floating leaf, submerged plant.
In this embodiment, korneforos closely rigidity revetment type riverbank ecology building structure launches aquatile, swims dynamic Object throw-in density 104-105A/L;2-6/m of shellfish throw-in density3;Fish body dispensing specification 10-15cm, throw-in density 2-4 tail/ m3
The present embodiment construction method successively the following steps are included:
S1. one section of rigidity revetment 1 is selected.Situations such as determining the depth of water, substrate, water quality.
The depth of water: the position of plant bed A is determined;
Substrate: plant bed A insertion Mud Sediment thickness is determined;
Water quality: the aquatic plant species of transplanting are determined.
S2. plant (very water, floating leaf, submerged plant) is selected, chooses local species as far as possible.
S3. plant bed A is fixed.It is plant bed using being arranged at a certain distance in rigidity revetment for rigidity revetment.It inserts lower end Enter bed mud, upper end benefit is screwed.
S4., plant bed B is set, is fixed by plant bed A.Submerged plant is placed between 2 layers of plantation net, it will using strapping Plantation net is fixed, and drawable cylindrical float is arranged in both sides.Submerged plant: eel grass, hydrilla verticillata, waterweed, bog pondweed, water Orchid etc.
S5. water plant (very water, floating leaf, submerged plant) is transplanted on underwater plant bed A.Hollow out shelf, using gunnysack into The outer paving of row, is inverted planting soil (can be ecology bag), and water plant is transplanted on plant bed.
Emergent aquactic plant: wilson iris, Lythrum salicaria, raupo, mullet grass, rhizoma acori graminei, oenanthe stolonifera, mushroom grass etc.;
Floatingleaved plant: water lily, spatterdock, floating heart etc.
Submerged plant: eel grass, watermifoil, hydrilla verticillata, waterweed, bog pondweed etc.
S6. plantation rock-climbing plant on plant bed A waterborne.Rock-climbing plant: Boston ivy, morning glory, Liana rosa indica, ivy etc.
S7. submerged plant bed B sinks.It grows fine to plant, water transparency is promoted, extraction floating body, by submerged plant Bed B sinks.
S8. aquatile is launched, is launched to be directly invested in water body, 104-5/L of zooplankter throw-in density;Shellfish 2-6/m of throw-in density3;Fish body launches specification 10-15cm, throw-in density 2-4 tail/m3
S9. submerged plant bed B sinks to river bed.Submerged plant bed B is sunk into river bed using stone.
Embodiment two:
As shown in figure 4, the present embodiment and embodiment one the difference is that, in the present embodiment, the shape on the bank ridge is to incline Ramp-like, the form of corresponding plant bed A also adjusts, matching.Remaining structure is the same as embodiment one.
The step of Component is the same as embodiment one.
Above two embodiments are the alternative embodiment of the utility model, and those of ordinary skill in the art can also be herein On the basis of carry out various transformation or improvement, under the premise of not departing from the utility model total design, these transformation or improve all Should belong to the requires of the utility model protection within the scope of.

Claims (7)

1. a kind of rigidity revetment type riverbank ecology constructs structure, it is characterised in that:
Including plant bed A (6), plant bed B (5);
The plant bed A (6) includes: L bracket, hollow out shelf (2);Hollow out shelf (2) is fixed on L bracket top;L shape branch River bed is inserted into frame one end, and the other end is fixed with the edge An Geng, and hollow out shelf (2) one side is also fixed with the edge An Geng;Hollow out frame The width of sub (2) is less than L bracket, L bracket upper surface kind planting submerged plant;Compound aquatic plant is planted on hollow out shelf (2) Object;
On the plant bed B (5) be arranged floating body (7), one side is fixed by line anchor and L bracket, the other side pass through line anchor and River bed is fixed, and the length by adjusting line anchor can adjust the depth or be sunken to river bed that plant bed B (5) is suspended in liquid level;It plants Object bed B (5) plants planting submerged plant (4);
Along the river edge, kind are implanted with the rock-climbing plant (1) sought connections with downwards on the littoral ridge on the bank.
2. rigidity revetment type as described in claim 1 riverbank ecology constructs structure, it is characterised in that: the L bracket is not Rust steel material, one end is tip, is inserted into river bed, and the other end is fixed by bolt and the bank ridge.
3. rigidity revetment type as described in claim 1 riverbank ecology constructs structure, it is characterised in that: the shape on the bank ridge is Upright or straight incline.
4. rigidity revetment type as described in claim 1 riverbank ecology constructs structure, it is characterised in that: submerged plant bundling belt Fixed with plant bed B (5), submerged plant is one or more of eel grass, hydrilla verticillata, waterweed, bog pondweed, water orchid.
5. rigidity revetment type as described in claim 1 riverbank ecology constructs structure, it is characterised in that: the floating body (7) and plant It is drawable formula assembly between object bed B (5).
6. rigidity revetment type as described in claim 1 riverbank ecology constructs structure, it is characterised in that: the compound water plant Including enduring water, floating leaf, submerged plant.
7. rigidity revetment type as described in claim 1 riverbank ecology constructs structure, it is characterised in that: the closely described hard shield in korneforos Bank type riverbank ecology constructs structure and launches aquatile, zooplankter throw-in density 104-105A/L;Shellfish throw-in density 2-6 A/m3;Fish body launches specification 10-15cm, throw-in density 2-4 tail/m3
CN201821826735.XU 2018-11-07 2018-11-07 A kind of rigidity revetment type riverbank ecology constructs structure Expired - Fee Related CN209105732U (en)

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Application Number Priority Date Filing Date Title
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109197238A (en) * 2018-11-07 2019-01-15 台州科技职业学院 A kind of rigidity revetment type riverbank ecology constructs structure and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109197238A (en) * 2018-11-07 2019-01-15 台州科技职业学院 A kind of rigidity revetment type riverbank ecology constructs structure and construction method

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Effective date of registration: 20211217

Address after: 317700 room 1003, building 2, Tokyo Bay free city, Jiaojiang District, Taizhou City, Zhejiang Province

Patentee after: Zhejiang Huiyong Engineering Consulting Co.,Ltd.

Address before: No.288, Jiamu Road, Huangyan District, Taizhou City, Zhejiang Province 318020

Patentee before: TAIZHOU VOCATIONAL College OF SCIENCE & TECHNOLOGY

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Effective date of registration: 20221226

Address after: 318000 No. 288, Jiamu Road, Dongcheng Street, Huangyan District, Taizhou City, Zhejiang Province

Patentee after: TAIZHOU VOCATIONAL College OF SCIENCE & TECHNOLOGY

Address before: 317700 room 1003, building 2, Tokyo Bay free city, Jiaojiang District, Taizhou City, Zhejiang Province

Patentee before: Zhejiang Huiyong Engineering Consulting Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190716