CN209128943U - A kind of ecological riverway shore protection - Google Patents
A kind of ecological riverway shore protection Download PDFInfo
- Publication number
- CN209128943U CN209128943U CN201821257412.3U CN201821257412U CN209128943U CN 209128943 U CN209128943 U CN 209128943U CN 201821257412 U CN201821257412 U CN 201821257412U CN 209128943 U CN209128943 U CN 209128943U
- Authority
- CN
- China
- Prior art keywords
- ecological
- shore protection
- retaining wall
- concrete segment
- concrete
- 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
Links
Classifications
-
- 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
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The utility model provides a kind of ecological riverway shore protection, Ecological Retaining Wall including being located at river two sides, the Ecological Retaining Wall includes multiple stacked lattice guest's gabion spats (1) of bottom, the wall formed by multiple concrete segments (2) being stacked at tilt angle above the lattice guest gabion spats (1), the concrete segment at the top are more than the bank top certain altitude of ecological riverway.The ecological effect and landscape effect obtained using concrete segment reinforced earth ecology retaining wall substitution gravity type slurry masonry retaining wall is obvious, underwater portion meets the needs of aquatic animal and water plant, above water nature growing plant, or some flowers that artificial growth incorporation engineering landscape needs, so as to improve the landscape effect of barricade, hole existing for barricade can satisfy animal ecology needs, meet aquatic animal, microorganism, the plants such as terrestrial give birth to and bring up, needs of saving oneself are climbed with meeting, meet hydrophilic, landscape, leisure needs, meet the requirements at the higher level proposed to hommization.
Description
Technical field
The utility model relates to hydraulic engineering technical field, especially a kind of ecological riverway shore protection.
Background technique
Currently, the form of ecological riverway shore protection is very various, however the firm life requirement of flood control anti-impact should be met,
Ecology, beautiful, people's water harmony theory are embodied again, while also meeting the principle of economic rationality, are during city river is administered
Critical issue, and there is presently no the fine problems of solution, it is therefore desirable to design a kind of novel life for meeting requirements above
State channel revetment scheme.
Summary of the invention
In order to overcome the problems, such as structure of the existing technology, the utility model provides a kind of ecological riverway shore protection, has
It is capable of the firm life requirement for meeting flood control anti-impact of economy, and embodies the advantage of ecology, beautiful, people's water harmony theory,
And flexible extension can be carried out according to tourism and urban planning.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of ecological riverway shield
Bank, the Ecological Retaining Wall including being located at river two sides, the Ecological Retaining Wall includes multiple stacked lattice guest's gabion spats of bottom
(1), the wall formed by multiple concrete segments (2) being stacked at tilt angle being located above the lattice guest gabion spats (1)
Body, the concrete segment at the top are more than the bank top certain altitude of ecological riverway.
Preferably, the lattice guest gabion spats (1) is layer 2-3, every thickness degree 0.5m, the first slice width 1.0m, the second slice width
1.5m, third slice width 2.0m, horizontal guest's gabion spats (1), which is arranged in bank slope, steep bank or a current top-lashed action section, water front and often
Water front is consistent below water level, and construction when can be in shallow underwater work.
Preferably, the lattice guest gabion spats (1) can use concrete or grout spats substitution.
Preferably, the lattice guest gabion spats (1) using mesh sheet form boxes and baskets shape, interior plastic of Rockfill as filler material, and
It is coupled integral engineering protection structure afterwards, and anti-filter measure is set, prevents erosion.
Preferably, the concrete segment (2) successively stacks the ecological concrete block layer formed with a thickness of 0.3m, setting
On the Ecological Retaining Wall top, the Ecological Retaining Wall entirety backfill is laid with one every the height of 2 pieces of concrete segments (2)
Layer reinforcement material (3), the reinforcement material (3) with a thickness of 0.6-0.8 wall height, the concrete segment (2) is stung mutually
Merging connect integral with the reinforcement material (3) of adjacent layer.
Preferably, the concrete segment (2) includes ramp and lower inclined plane, the ramp and the lower inclined plane and flat
Face constitutes 115 ° or more of angle, and reinforcement material (3) card, which is pressed in described in concrete segment described in upper layer (2) and lower layer, to be mixed
Between solidifying earth building blocks (2), there is 115 ° or more of angle at turning, the reinforcement material (3) is in the concrete segment (2)
Between formed at three turn and end knot so that the reinforcement material (3) by card press be anchored at the concrete segment (2)
In.
Preferably, the reinforcement material (3) is fiber earthwork grid Geogrid Reinforced Soil, makes the concrete segment (2) institute
Entirety is collectively formed in masonry, backfill and the reinforcement material (3) of masonry, and the fiber earthwork grid Geogrid Reinforced Soil is pressed in up and down
Between the stacked concrete segment (2), mentioned by the building block weight on the fiber earthwork grid Geogrid Reinforced Soil top
Clamping lock between the frictional force or building block of confession provides withdrawal resistance.
Preferably, the fiber earthwork grid Geogrid Reinforced Soil be PP belt TGXG grid, steel plastic geogrid grid,
Stretch TGXG and/or weaving TGXG.
Preferably, side slope is 1:0.18 to Ecological Retaining Wall shore protection near water.
Preferably, level-one Ecological Retaining Wall shore protection is selected in section less for outskirts of a town visitor, for city and center scenic spot
Water balcony (4) are arranged between two-stage Ecological Retaining Wall shore protection using two-stage Ecological Retaining Wall shore protection in newly-built revetment.
The utility model is the river course slope protection required to flood control safety and water landscape and ecological environment, is built using concrete
Block reinforced earth ecology retaining wall substitution gravity type slurry masonry retaining wall is ecological effect and landscape effect preferred, that Ecological Retaining Wall obtains
Clearly, underwater portion can satisfy the needs of aquatic animal and water plant to fruit, above water can natural growing plant,
The some flowers that can also be needed with artificial growth incorporation engineering landscape, so as to improve the landscape effect of barricade, hole existing for barricade
Gap can satisfy animal ecology needs, meet giving birth to and bringing up for the plants such as aquatic animal, microorganism, terrestrial, also has and meets climbing certainly
Needs are rescued, meets hydrophilic, landscape, leisure needs, meets the requirements at the higher level proposed to hommization.
According to the accompanying drawings to the detailed description of the utility model specific embodiment, those skilled in the art will be more
Add the above-mentioned and other purposes, advantages and features of clear the utility model.
Detailed description of the invention
Some specific realities of the utility model are described in detail by way of example and not limitation with reference to the accompanying drawings hereinafter
Apply example.Identical appended drawing reference denotes same or similar part or part in attached drawing.It should be appreciated by those skilled in the art that
The drawings are not necessarily drawn to scale.The target and feature of the utility model will more in view of following description taken together with the accompanying drawings
Add obviously, in attached drawing:
Attached drawing 1 is the level-one ecological riverway bank protection structure schematic diagram according to the utility model embodiment；
Attached drawing 2 is the concrete segment structural schematic diagram according to the utility model embodiment；
Attached drawing 3 is the two-stage ecological riverway bank protection structure schematic diagram according to the utility model embodiment.
In figure: 1- lattice guest's gabion spats, 2- concrete segment, 3- reinforcement material, 4- water balcony.
Specific embodiment
Specific embodiment of the present utility model is described in detail with reference to the accompanying drawing, but is not intended to limit this reality
With novel protection scope.
Referring to attached drawing 1, in the utility model embodiment, a kind of ecological riverway shore protection, the ecology including being located at river two sides
Barricade, Ecological Retaining Wall include multiple stacked lattice guest's gabion spats 1 of bottom, above lattice guest's gabion spats 1 by multiple
At the wall that the concrete segment 2 that tilt angle is stacked is formed, the concrete segment at top is more than that the bank top of ecological riverway is certain
Highly.In the present embodiment, lattice guest's gabion spats 1 be layer 2-3, every thickness degree 0.5m, the first slice width 1.0m, the second slice width 1.5m,
Third slice width 2.0m, horizontal guest's gabion spats 1, which is arranged in bank slope, steep bank or current top-lashed action section, bank below water front and ordinary water level
Line is consistent, and construction when can be in shallow underwater work, thus saves the expense of construction cofferdam and construction drainage, if construction
Phase riverbed is anhydrous, can also be designed to concrete or grout spats.In the present embodiment, lattice guest's gabion spats 1 is formed using mesh sheet
Boxes and baskets shape, interior plastic of Rockfill are then coupled integral engineering protection structure as filler material.Lattice guest's gabion spats is flexible,
Foundation deformation is adapted to, shock resistance is good, good water permeability, is conducive to sloping bank and stablizes, lattice guest's gabion spats is generally used under water, and to be arranged
Anti-filter measure, prevents erosion.Concrete segment 2 successively stacks the ecological concrete block layer formed with a thickness of 0.3m, if
It sets on Ecological Retaining Wall top, Ecological Retaining Wall entirety backfill is laid with one layer of reinforcement material every the height of two block concrete building blocks 2
3, reinforcement material 3 with a thickness of 0.6-0.8 wall height, the engaged and reinforcement material 3 with adjacent layer of concrete segment 2
It connects integral.
Referring to fig. 2, concrete segment 2 includes ramp and lower inclined plane, ramp and lower inclined plane and plane constitute 115 ° with
On angle, reinforcement material 3 card is pressed between upper layer concrete segment 2 and lower-layer concrete building block 2, have at turning
115 ° or more of angle, reinforcement material 3 forms the knot turned at three with end between concrete segment 2, so that reinforcement material 3
It is anchored in concrete segment 2 by card pressure.In the present embodiment, reinforcement material is fiber earthwork Geogrid Reinforced Soil, builds concrete
Entirety is collectively formed in masonry, backfill and the fiber earthwork Geogrid Reinforced Soil that block 2 is built, and fiber earthwork Geogrid Reinforced Soil is pressed in
Up and down between stacked concrete segment 2, rub provided by the building block weight by fiber earthwork Geogrid Reinforced Soil top
Clamping lock between power or building block provides withdrawal resistance.Fiber earthwork Geogrid Reinforced Soil can choose PP belt TGXG, steel modeling
TGXG, steel plastic geogrid stretch TGXG or weaving TGXG, and certainly, those skilled in the art can be with root
TGXG made of other suitable materials is selected according to technical requirements, it is same within the protection scope of the present utility model.Ecology gear
Side slope is 1:0.18 to wall shore protection near water.
It is related with wall height and wall back property of banketing for the laying height spacing and width of TGXG, building block system
It makes in the construction specifications of producer and is generally described in detail, designer can also voluntarily calculate, Computing Principle are as follows: wall back effect master
Dynamic soil pressure；The wall back soil body is divided into stable region and destruction area, and two subregion interfaces are the plane of fracture of active earth pressure, and the plane of fracture passes through
The angle of the intersection point of wall back and the wall base, the plane of fracture and wall back is angle of rupture；TGXG is in destruction area (between wall back and angle of rupture
The soil body) in length be inefficient length, length in stable region is effective length；The effective length of TGXG with banket
Between frictional force resist soil pressure；According to the tensile strength of TGXG and the size of soil pressure and frictional force, soil is calculated
The embedding quantity and width of work grid.
Referring to Fig. 3, level-one Ecological Retaining Wall shore protection is selected, for city and center scenic spot in section less for outskirts of a town visitor
Newly-built revetment water balcony 4 is arranged using two-stage Ecological Retaining Wall shore protection between two-stage Ecological Retaining Wall shore protection.
The utility model embodiment is the river course slope protection required to flood control safety and water landscape and ecological environment, using mixed
Solidifying earth building blocks reinforced earth ecology retaining wall substitution gravity type slurry masonry retaining wall be it is preferred, the ecological effect of Ecological Retaining Wall acquirement with
Clearly, underwater portion can satisfy the needs of aquatic animal and water plant to landscape effect, and above water can give birth to naturally
Long plant, some flowers that can also be needed with artificial growth incorporation engineering landscape, so as to improve the landscape effect of barricade, barricade is deposited
Hole can satisfy animal ecology needs, meet giving birth to and bringing up for the plants such as aquatic animal, microorganism, terrestrial, also have meet
Needs of saving oneself are climbed, meets hydrophilic, landscape, leisure needs, meets the requirements at the higher level proposed to hommization.
Technical solution provided by the utility model embodiment is described in detail above, it is used herein specifically
A example is expounded the principle and embodiment of the utility model embodiment, and the explanation of above embodiments is only applicable to help
Assistant solves the principle of the utility model embodiment；Those of ordinary skill in the art simultaneously, embodiment according to the present utility model,
There will be changes in terms of specific embodiments and scope of application, in conclusion the content of the present specification should not be construed as pair
The limitation of the utility model.
Claims (10)
1. a kind of ecological riverway shore protection, it is characterised in that: the Ecological Retaining Wall including being located at river two sides, the Ecological Retaining Wall include
Multiple stacked lattice guest's gabion spats (1) of bottom, be located at the lattice guest gabion spats (1) above by multiple at tilt angle
The wall that stacked concrete segment (2) is formed, the concrete segment at the top are more than the bank top certain altitude of ecological riverway.
2. a kind of ecological riverway shore protection according to claim 1, it is characterised in that: the lattice guest gabion spats (1) is 2-3
Layer, every thickness degree 0.5m, the first slice width 1.0m, the second slice width 1.5m, third slice width 2.0m, lattice guest gabion spats (1) cloth
Setting has steep bank or current top-lashed action section in bank slope, and water front is consistent with water front below ordinary water level, and construction when can be in shallow water
Operation.
3. a kind of ecological riverway shore protection according to claim 2, it is characterised in that: the lattice guest gabion spats (1) can be with
Using concrete or grout spats substitution.
4. a kind of ecological riverway shore protection according to claim 1, it is characterised in that: the lattice guest gabion spats (1) uses
Mesh sheet forms boxes and baskets shape, and interior plastic of Rockfill is then coupled integral engineering protection structure as filler material, and anti-filter is arranged and arranges
It applies, prevents erosion.
5. a kind of ecological riverway shore protection according to claim 1, it is characterised in that: the layer-by-layer heap of the concrete segment (2)
The folded ecological concrete block layer formed with a thickness of 0.3m, is arranged on the Ecological Retaining Wall top, the Ecological Retaining Wall integrally returns
The height every 2 pieces of concrete segments (2) of banketing is laid with one layer of reinforcement material (3), the reinforcement material (3) with a thickness of
0.6-0.8 wall height, the engaged and reinforcement material (3) with adjacent layer of the concrete segment (2) connect into whole
Body.
6. a kind of ecological riverway shore protection according to claim 5, it is characterised in that: the concrete segment (2) includes upper
Inclined-plane and lower inclined plane, the ramp and the lower inclined plane and plane constitute 115 ° or more of angle, reinforcement material (3) card
It is pressed between concrete segment (2) described in concrete segment described in upper layer (2) and lower layer, at turning with 115 ° or more
Angle, the reinforcement material (3) form the knot turned at three with end between the concrete segment (2), so that described add
Muscle material (3) is anchored in the concrete segment (2) by card pressure.
7. a kind of ecological riverway shore protection according to claim 5, it is characterised in that: the reinforcement material (3) is fiber soil
Entirety is collectively formed in work Geogrid Reinforced Soil, the masonry for building the concrete segment (2), backfill and reinforcement material (3),
The fiber earthwork Geogrid Reinforced Soil is pressed between the concrete segment (2) stacked up and down, by the fiber earthwork lattice
Clamping lock provided by the building block weight on grid reinforced earth top between frictional force or building block provides withdrawal resistance.
8. a kind of ecological riverway shore protection according to claim 7, it is characterised in that: the fiber earthwork Geogrid Reinforced Soil is
PP belt TGXG, steel plastic geogrid stretch TGXG and/or weaving TGXG.
9. a kind of ecological riverway shore protection according to claim 1, it is characterised in that: Ecological Retaining Wall shore protection side slope is near water
1:0.18。
10. a kind of ecological riverway shore protection according to claim 1, it is characterised in that: section less for outskirts of a town visitor, choosing
With level-one Ecological Retaining Wall shore protection, for the newly-built revetment in city and center scenic spot, using two-stage Ecological Retaining Wall shore protection, two-stage is ecological
Water balcony (4) are set between barricade shore protection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821257412.3U CN209128943U (en) | 2018-08-06 | 2018-08-06 | A kind of ecological riverway shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821257412.3U CN209128943U (en) | 2018-08-06 | 2018-08-06 | A kind of ecological riverway shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209128943U true CN209128943U (en) | 2019-07-19 |
Family
ID=67227430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821257412.3U Active CN209128943U (en) | 2018-08-06 | 2018-08-06 | A kind of ecological riverway shore protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209128943U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453640A (en) * | 2019-08-01 | 2019-11-15 | 中交武汉港湾工程设计研究院有限公司 | A kind of gravity type quay and its construction method based on rigid frame structure |
| CN110552322A (en) * | 2019-08-28 | 2019-12-10 | 广东水利电力职业技术学院（广东省水利电力技工学校） | Flat-laying type slope protection structure utilizing river channel silt cleaning materials and construction method thereof |
| CN110565588A (en) * | 2019-08-05 | 2019-12-13 | 上海市政工程设计研究总院（集团）有限公司 | Vertical interlocking ecological building block |
| CN113106923A (en) * | 2021-04-23 | 2021-07-13 | 中水北方勘测设计研究有限责任公司 | Reservoir area slope processing method for deep covering layer and dense vegetation |
| CN113737725A (en) * | 2021-09-22 | 2021-12-03 | 吉林省水利科学研究院(吉林省水利科技推广总站、吉林省水利水电工程质量检测中心、吉林省灌溉试验中心站) | River bank and lake bank foot protection device capable of inhibiting growth of algae in water body |
| CN113914262A (en) * | 2021-11-12 | 2022-01-11 | 华艺生态园林股份有限公司 | Stepped ecological bank protection structure and construction method thereof |
-
2018
- 2018-08-06 CN CN201821257412.3U patent/CN209128943U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453640A (en) * | 2019-08-01 | 2019-11-15 | 中交武汉港湾工程设计研究院有限公司 | A kind of gravity type quay and its construction method based on rigid frame structure |
| CN110565588A (en) * | 2019-08-05 | 2019-12-13 | 上海市政工程设计研究总院（集团）有限公司 | Vertical interlocking ecological building block |
| CN110565588B (en) * | 2019-08-05 | 2023-09-29 | 上海市政工程设计研究总院（集团）有限公司 | Vertical interlocking ecological building block |
| CN110552322A (en) * | 2019-08-28 | 2019-12-10 | 广东水利电力职业技术学院（广东省水利电力技工学校） | Flat-laying type slope protection structure utilizing river channel silt cleaning materials and construction method thereof |
| CN113106923A (en) * | 2021-04-23 | 2021-07-13 | 中水北方勘测设计研究有限责任公司 | Reservoir area slope processing method for deep covering layer and dense vegetation |
| CN113737725A (en) * | 2021-09-22 | 2021-12-03 | 吉林省水利科学研究院(吉林省水利科技推广总站、吉林省水利水电工程质量检测中心、吉林省灌溉试验中心站) | River bank and lake bank foot protection device capable of inhibiting growth of algae in water body |
| CN113914262A (en) * | 2021-11-12 | 2022-01-11 | 华艺生态园林股份有限公司 | Stepped ecological bank protection structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209128943U (en) | A kind of ecological riverway shore protection | |
| CN206189340U (en) | Structure is reformed transform to ecologization shore protection that grouts a stone barricade | |
| CN203373705U (en) | Ecological slope protection | |
| CN102677695A (en) | Mutually-embedded ecological building block retaining wall and construction method thereof | |
| CN203795372U (en) | Box body and inserted plate combined type ecological bank protection structure | |
| CN107630444B (en) | A kind of salt-soda soil planting beach remodeling method | |
| CN211200423U (en) | Civil engineering side slope protection reinforced structure | |
| CN106013054B (en) | A kind of Ecotype Concrete sheet pile and its construction method | |
| CN103821107A (en) | Ecological bank protection structure combining boxes and insertion plates | |
| CN205024644U (en) | Modular ecological revetment structure | |
| JP2015048619A (en) | Revetment slope protection structural body and revetment construction method using the same | |
| CN111622179A (en) | Fence plate slope protection structure for ecological reconstruction of sea wall and construction method thereof | |
| CN206693140U (en) | A kind of protection slope | |
| CN206189344U (en) | Existing stereoplasm shore protection ecological landscape ization transformation structure | |
| CN204151796U (en) | A kind of reinforcement eco-concrete bank protection | |
| CN207904958U (en) | A kind of Ecological Retaining Wall building block and barricade | |
| CN104005370B (en) | The reinforced earth lightweight revetment barricade of the ecological mask of building-block and construction method thereof | |
| CN208055994U (en) | It is a kind of with planting trough from embedded ecology water conservancy project retaining wall brick | |
| CN103821104A (en) | Soil engineering sea sand sludge ecological bag (tube) reinforced retaining wall | |
| CN207582412U (en) | A kind of ecological revetment | |
| JP2013217052A (en) | Revetment slope protection structure and revetment construction method using the structure | |
| CN107299646A (en) | Ecological Retaining Wall structure and its method of construction | |
| CN207109727U (en) | A kind of bulwark and its mounting structure of prefabricated band flower trough | |
| CN108086250A (en) | It is a kind of with planting trough from embedded ecology water conservancy project retaining wall brick | |
| CN105256763A (en) | Diking method based on bamboo raft frame structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |