CN206189344U - Existing stereoplasm shore protection ecological landscape ization transformation structure - Google Patents
Existing stereoplasm shore protection ecological landscape ization transformation structure Download PDFInfo
- Publication number
- CN206189344U CN206189344U CN201621139241.5U CN201621139241U CN206189344U CN 206189344 U CN206189344 U CN 206189344U CN 201621139241 U CN201621139241 U CN 201621139241U CN 206189344 U CN206189344 U CN 206189344U
- Authority
- CN
- China
- Prior art keywords
- river course
- existing
- landscape
- water level
- bank slope
- 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.)
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Classifications
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- 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
-
- 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
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
Abstract
The utility model discloses an existing stereoplasm shore protection ecological landscape ization transformation structure, include: existing shore protection substructure, existing shore protection substructure includes front row pile, back campshed and sets up front row pile with the back campshed the top and with the cushion cap bottom plate of front row pile and back campshed rigid coupling, the river bank an po of reconstruction between river course and land, the setting is in ecological slope protection structure on the water level change area on river bank bank slope, arrange just be located the landscape greening area more than the river course ordinary water level on the bank slope of river bank, the planting is in just be located near river course ordinary water level and following aquatic plant on the bank slope of river bank, and be in through the support post setting just be located the view pavement of the top of river course ordinary water level on the cushion cap bottom plate. The utility model discloses creating shore water leisure space pleasing to the eye, comfortable, that can reach, taking people, thing (animals and plants) separation design, the original ecological form in reduction river course creates good conditions for the ecological restoration system.
Description
Technical field
The utility model is related to channel revetment ecological landscape restoration technical field, more particularly to a kind of existing rigidity revetment life
State landscape reconstruction structure.
Background technology
For a long time, the basic functions such as traditional channel revetment engineering is directed generally to control flood, drains flooded fields, diversion and shipping,
Particularly city river, in order to ensure the flood control safety in river course, puts forth effort on setting with hard materials such as concrete, cemented rocks
The other functions such as meter thinking, ecology, the landscape in less consideration river course.At present, still there are many river courses, particularly afforest scope limitation
Property larger city river, undertake flood control task using traditional shore protection, it is difficult to meet urban development and play river course safety, raw
The requirement of the comprehensive functions such as state, landscape.
To solve the problems, such as above-mentioned conventional rigid bank protection structure, applicant carried out beneficial exploration and trial, give
A kind of existing rigidity revetment ecology landscape reconstruction structure is gone out, technical scheme described below is under this background
Produce.
Utility model content
Technical problem to be solved in the utility model：For present situation conventional rigid shore protection it is ecological, landscape is poor etc.
Problem, and a kind of flood control safety for both having ensured river course is provided, and the good existing rigidity revetment ecology landscape transformation of ecoscape
Structure.
The technical problem that the utility model is solved can be realized using following technical scheme：
A kind of existing rigidity revetment ecology landscape reconstruction structure, including：
Existing shore protection substructure, the existing shore protection substructure includes preceding campshed, rear campshed and is arranged on described
The top of preceding campshed and rear campshed and the cushion cap base plate affixed with the preceding campshed and rear campshed；
Reconfigure the riverbank bank slope between river course and land；
It is arranged on the ecological slope protection structure on the SEA LEVEL VARIATION region of the riverbank bank slope；
It is arranged in the landscape planting band on the riverbank bank slope and more than river course ordinary water level；
It is planted on the riverbank bank slope and positioned at the neighbouring and following water plant of river course ordinary water level；And
It is arranged on the cushion cap base plate and positioned at the landscape walkway of the top of river course ordinary water level by support post.
In a preferred embodiment of the present utility model, the riverbank bank slope is ramp type bank slope.
In a preferred embodiment of the present utility model, the ecological slope protection structure is ecological blanket or three-dimensional earthwork
One or more combination in lattice or Ecotypic Stone Mesh-box row.
In a preferred embodiment of the present utility model, the water plant includes emergent aquactic plant and submerged plant, its
In, the emergent aquactic plant is planted on the riverbank bank slope and the position near river course ordinary water level, the submerged plant kind
It is implanted on the riverbank bank slope and the position below river course ordinary water level.
In a preferred embodiment of the present utility model, the both sides of the landscape walkway are respectively arranged with railing.
Due to adopting the following technical scheme that, the beneficial effects of the utility model are：The utility model is in existing shore protection knot
Transformed on the basis of structure, original existing shore protection substructure is retained and is utilized, existing shore protection superstructure is removed, and is laid equal stress on
Neotectonics riverbank bank slope, arranges land-based area landscape and waters landscape on the bank slope of riverbank, and in the substructure of existing shore protection
On the basis of landscape walkway is set, so create attractive in appearance, comfortable, reachable waterfront leisure space, take people, thing (animals and plants) separate
Design, reduces the original ecological form in river course, is that restored ecosystem creates good conditions.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is section structure schematic diagram of the present utility model.
Specific embodiment
In order that technological means, creation characteristic, reached purpose and effect that the utility model is realized are easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
Referring to Fig. 1, what is be given in figure is a kind of existing rigidity revetment ecology landscape reconstruction structure, including under existing shore protection
Portion's structure 100, riverbank bank slope 200, ecological slope protection structure 300, landscape planting band 400, water plant 500 and landscape walkway
600。
Existing shore protection substructure 100 retains utilization, and existing shore protection superstructure is removed.Existing shore protection substructure 100
Including preceding campshed 110, rear campshed 120 and cushion cap base plate 130, cushion cap base plate 130 is arranged on preceding campshed 110 and rear campshed 120
Top, it is and affixed with preceding campshed 110 and rear campshed 120.
After existing shore protection superstructure is removed, riverbank bank slope 200 is reconfigured between river course and land, riverbank bank slope
200 use ramp type, it is ensured that waters land-based area forms gentle slope transition.
Ecological slope protection structure 300 is arranged on the SEA LEVEL VARIATION region of riverbank bank slope 200, it is ensured that riverbank bank slope 200 it is steady
Qualitative, ecological slope protection structure 300 can be using the one kind or many in ecological blanket or three V dimensional grid or Ecotypic Stone Mesh-box row
Plant combination.
Landscape planting band 400 is arranged on riverbank bank slope 200 and positioned at river course ordinary water level more than 10, landscape planting band 400
Form landscape on the bank.
Water plant 500 is planted on riverbank bank slope 200 and positioned at the neighbouring and following position of river course ordinary water level 10.It is aquatic
Plant 500 includes emergent aquactic plant 510 and submerged plant 520, wherein, emergent aquactic plant 510 is planted on riverbank bank slope 200 and is located at
Position near river course ordinary water level, submerged plant 520 is planted in the position on riverbank bank slope 200 and below river course ordinary water level
Put.
Landscape walkway 600 is arranged on cushion cap base plate 130 and positioned at the upper of river course ordinary water level 10 by support post 610
Side.Landscape walkway 600 arranges that form crossings on different level with riverbank bank slope 200, landscape walkway 600 does not block riverbank using overhead type
The land and water interchange channel of bank slope 200.It is attached between support post 610 and existing cushion cap base plate 130, in bonding strength satisfaction
Portion's structure stress requirement.The both sides of landscape walkway 600 are respectively arranged with railing 620.Landscape walkway 600 is available for pedestrian 630 to lie fallow
Take a walk.The structures such as landscape walkway 600, column 610, railing 620 can be using reinforced concrete, wood imitation structure, timber, steel, glass etc.
Material.
General principle of the present utility model and principal character and advantage of the present utility model has been shown and described above.One's own profession
The technical staff of industry it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, on the premise of the utility model spirit and scope are not departed from, the utility model is also
Various changes and modifications are had, these changes and improvements are both fallen within the range of claimed the utility model.The utility model
Claimed scope is by appending claims and its equivalent thereof.
Claims (5)
1. a kind of existing rigidity revetment ecology landscape reconstruction structure, it is characterised in that including：
Existing shore protection substructure, the existing shore protection substructure includes preceding campshed, rear campshed and is arranged on the front row
Stake and top and the cushion cap base plate affixed with the preceding campshed and rear campshed of rear campshed；
Reconfigure the riverbank bank slope between river course and land；
It is arranged on the ecological slope protection structure on the SEA LEVEL VARIATION region of the riverbank bank slope；
It is arranged in the landscape planting band on the riverbank bank slope and more than river course ordinary water level；
It is planted on the riverbank bank slope and positioned at the neighbouring and following water plant of river course ordinary water level；And
It is arranged on the cushion cap base plate and positioned at the landscape walkway of the top of river course ordinary water level by support post.
2. existing rigidity revetment ecology landscape reconstruction structure as claimed in claim 1, it is characterised in that the riverbank bank slope
It is ramp type bank slope.
3. existing rigidity revetment ecology landscape reconstruction structure as claimed in claim 1, it is characterised in that the ecological revetment
Structure is one or more combination in ecological blanket or three V dimensional grid or Ecotypic Stone Mesh-box row.
4. existing rigidity revetment ecology landscape reconstruction structure as claimed in claim 1, it is characterised in that the water plant
Including emergent aquactic plant and submerged plant, wherein, the emergent aquactic plant is planted on the riverbank bank slope and positioned at river course ordinary water level
Neighbouring position, position of the submerged plant planting on the riverbank bank slope and below river course ordinary water level.
5. existing rigidity revetment ecology landscape reconstruction structure as claimed in claim 1, it is characterised in that the landscape walkway
Both sides be respectively arranged with railing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621139241.5U CN206189344U (en) | 2016-10-19 | 2016-10-19 | Existing stereoplasm shore protection ecological landscape ization transformation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621139241.5U CN206189344U (en) | 2016-10-19 | 2016-10-19 | Existing stereoplasm shore protection ecological landscape ization transformation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189344U true CN206189344U (en) | 2017-05-24 |
Family
ID=58732346
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621139241.5U Expired - Fee Related CN206189344U (en) | 2016-10-19 | 2016-10-19 | Existing stereoplasm shore protection ecological landscape ization transformation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189344U (en) |
Cited By (4)
| 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 |
| CN109626588A (en) * | 2019-02-25 | 2019-04-16 | 浙江农林大学 | A kind of strip city river and lake waterfront wet land system |
| CN110552318A (en) * | 2019-09-04 | 2019-12-10 | 上海勘测设计研究院有限公司 | Plank road type ecological revetment |
| CN114960754A (en) * | 2022-05-30 | 2022-08-30 | 中国电建集团成都勘测设计研究院有限公司 | Sunken under-bridge corridor structure |
-
2016
- 2016-10-19 CN CN201621139241.5U patent/CN206189344U/en not_active Expired - Fee Related
Cited By (5)
| 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 |
| CN109626588A (en) * | 2019-02-25 | 2019-04-16 | 浙江农林大学 | A kind of strip city river and lake waterfront wet land system |
| CN110552318A (en) * | 2019-09-04 | 2019-12-10 | 上海勘测设计研究院有限公司 | Plank road type ecological revetment |
| CN114960754A (en) * | 2022-05-30 | 2022-08-30 | 中国电建集团成都勘测设计研究院有限公司 | Sunken under-bridge corridor structure |
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| 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: 20170524 Termination date: 20211019 |
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| CF01 | Termination of patent right due to non-payment of annual fee |