CN207277284U - A kind of Combined drawer type bank protection structure - Google Patents
A kind of Combined drawer type bank protection structure Download PDFInfo
- Publication number
- CN207277284U CN207277284U CN201721261043.0U CN201721261043U CN207277284U CN 207277284 U CN207277284 U CN 207277284U CN 201721261043 U CN201721261043 U CN 201721261043U CN 207277284 U CN207277284 U CN 207277284U
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- China
- Prior art keywords
- drawer
- reinforced concrete
- big
- small
- bank protection
- Prior art date
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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
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
-
- 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
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- Revetment (AREA)
Abstract
A kind of Combined drawer type bank protection structure disclosed in the utility model, including：It is arranged on Channel slope bottom and the big drawer layer under the ordinary water level, the big drawer layer is made of some big drawers of reinforced concrete along bank line interval interlaced arrangement side by side, filling counterweight material in the storage tank of each big drawer of reinforced concrete；And some small drawer layers being stacked in from the bottom to top on the big drawer layer, each small drawer layer are made of some small drawers of reinforced concrete along bank line interval interlaced arrangement side by side, filling planting soil in the storage tank of each small drawer of reinforced concrete.The combination that the utility model passes through the big drawer of reinforced concrete and the small drawer of reinforced concrete, without heavy excavation foundation pit, march into the arena without heavy mechanical equipment, Channel slope, which is slightly repaired, can place the big drawer of prefabricated reinforced concrete, the small drawer of reinforced concrete, the problems such as forming bank protection, efficiently solving side slope protection, ecology and construction.
Description
Technical field
River training works technical field is the utility model is related to, more particularly to it is a kind of with good ecological combination pumping
Drawer formula bank protection structure.
Background technology
In order to control flood, drain flooded fields, shipping, plumbing, improve water quality and surrounding enviroment, the reasonable of riverbank continent beach utilize, river
Regulation is always part important in foundation of national economy Facilities Construction.In city dredging waterway mainly to control flood, drain flooded fields,
Based on environmental problem caused by river training water pollution, the harmonious ecocity of construction further is combined with ecological afforestation, allows river
Stream becomes the scenery in city.
In recent years, since governments at all levels pay much attention to, the large and medium-sized dredging waterway in city achieves certain progress and effect, city
After the flood control of city's main body, water drainage Resolving probiems, in city the soil erosion in the village Gou Zhai river closely related with the lives of the people and
Pollution problem more highlights, but during the regulation of these river channels, but because of the reason such as river is narrow, water front construction is intensive, often
The bank protection structures such as slope, barricade, peg board formula be difficult to take into account safety, ecology, cost and ripe construction experience etc. it is many-sided because
Element.
Referring to Fig. 1, what is provided in figure is the barrier wall structure form that existing hydraulic engineering dredging waterway uses, including barricade wall
60 are afforested after excavating 40, bear down on one 50 and wall before excavation 30, wall after body 10, bottom plate 20, wall.Barricade in the construction process, it is necessary to
30 are excavated after wall, and building, if excavating 30 after implementing wall, needs to increase temporary support structures close to planning river mouth line,
Nonetheless also it is difficult to ensure that construction safety, in order to solve this problem, existing part channel revetment uses peg board form, ginseng
61 are afforested after seeing Fig. 2, including reinforced concrete nose girder 70, deformed bar concrete square pile 80, breast boards 90 and wall.Although peg board formula is protected
Bank solve the problems, such as after urban river channel wall can not slope excavate, but there is also many drawbacks, such as prestressed reinforced concrete
It can not be fitted closely between square pile 80 and breast boards 90 so that exist between deformed bar concrete square pile 80 and breast boards 90 perpendicular
Seam, causes to leak native problem serious.In addition, breast boards 90 has blocked contacting between the soil body and water body after wall, it is unfavorable for aquatic dynamic
Plant growth, ecological effect are poor.
For this reason, applicant carried out beneficial exploration and trial, result of the above problems is have found, will be detailed below being situated between
The technical solution to continue produces in this background.
Utility model content
Technical problem to be solved in the utility model：Torn open for the regulation of existing urban river channel, the expropriation of land of river two sides
Move it is difficult, can not slope situation about excavating, there is provided it is a kind of it is simple and practicable, investment is smaller, high efficiency, can obtain significant cost performance
And take into account the Combined drawer type bank protection structure of ecology.
The technical problem that the utility model is solved can be realized using following technical scheme：
A kind of Combined drawer type bank protection structure, including：
Channel slope bottom and the big drawer layer under ordinary water level are arranged on, the big drawer layer is by some along riverbank
The big drawer of reinforced concrete of line interval interlaced arrangement side by side is formed, and being formed in each big drawer of reinforced concrete has a storage tank, Mei Yigang
Filling counterweight material in the storage tank of the big drawer of muscle concrete；And
Some small drawer layers being stacked in from the bottom to top on the big drawer layer, positioned at the top surface of the small drawer layer of the superiors
Higher than ordinary water level variation zone, each small drawer layer is by some small drawer structures of reinforced concrete along bank line interval interlaced arrangement side by side
Into being formed in each small drawer of reinforced concrete has a storage tank, filling planting soil in the storage tank of each small drawer of reinforced concrete.
In a preferred embodiment of the utility model, it is reserved with least on the panel that meets water of the big drawer of reinforced concrete
One perps.
In a preferred embodiment of the utility model, the width of the perps is 5cm~10cm.
In a preferred embodiment of the utility model, the bottom surface of the big drawer of reinforced concrete is located at its panel that meets water
Lower section has extended to form a tooth plate straight down.
In a preferred embodiment of the utility model, the counterweight material is construction waste.
In a preferred embodiment of the utility model, the top and bottom of each small drawer of reinforced concrete are provided with wave
Formula texture structure.
In a preferred embodiment of the utility model, the planting soil is Nutrition Soil.
As a result of technical solution as above, the beneficial effects of the utility model are：The utility model passes through reinforcing bar
The combination of the big drawer of concrete and the small drawer of reinforced concrete, without heavy excavation foundation pit, marches into the arena, Channel slope is slightly without heavy mechanical equipment
Add finishing to place the big drawer of prefabricated reinforced concrete, the small drawer of reinforced concrete, form bank protection；In addition, the big pumping of reinforced concrete can be passed through again
Drawer meet water panel perps and it is straggly stack the small drawer of the big drawer of reinforced concrete, reinforced concrete and create the growth of the aquatiles such as fishes and shrimps dwell
Space is ceased, plus planting aquatic plants in the small drawer of reinforced concrete, meets ecological requirements, efficiently solves side slope protection, ecology
The problems such as with construction.The utility model can be applied in urban river channel regulation bank-protection works.
Brief description of the drawings
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the 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 utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, other attached drawings can also be obtained according to these attached drawings.
Fig. 1 is the structure diagram of existing barricade.
Fig. 2 is the structure diagram of existing peg board formula shore protection.
Fig. 3 is the diagrammatic cross-section of the utility model.
Fig. 4 is the three dimensional structure diagram of the utility model.
Embodiment
In order to make the technical means, creative features, achievable purpose and effectiveness that the utility model is realized easy to understand, under
Face combines and is specifically illustrating, and the utility model is expanded on further.
Referring to Fig. 3 and Fig. 4, what is provided in figure is a kind of Combined drawer type bank protection structure, including big drawer layer 100 and three
The small drawer layer 200 of layer, certainly, the number of plies of small drawer layer 200 is not limited to the number of plies of the present embodiment, it should be according to Channel slope
Design requirement depending on.
Big drawer layer 100 is arranged on Channel slope bottom and under ordinary water level, and big drawer layer 100 is by some along riverbank
The big drawer 110 of reinforced concrete of line interval interlaced arrangement side by side is formed, and being formed in each big drawer 110 of reinforced concrete has a storage tank,
Filling counterweight material 120 in the storage tank of each big drawer 110 of reinforced concrete, counterweight material 120 uses construction waste, meets environmental protection
It is required that.Big drawer layer 100 can be as the spats of bank protection structure after counterweight.It is pre- on the panel 111 that meets water of the big drawer 110 of reinforced concrete
One or multi-channel perps 111a is left, the width of perps 111a is 5cm~10cm, is passed through easy to aquatiles such as fishes and shrimps in river
Perps, which enters in the gap of construction waste, inhabites.It is located at its lower section for meeting water panel 111 in the bottom surface of the big drawer 110 of reinforced concrete to erect
A tooth plate 112 directly is downwardly extending, the setting of tooth plate 112 can improve the stability of spats and side slope.
Three layers small drawer layer 200 is stacked on big drawer layer 100 from the bottom to top, wherein the small drawer layer positioned at the superiors
Top surface be higher than ordinary water level variation zone, each small drawer layer 200 is by some reinforced concretes along bank line interval interlaced arrangement side by side
Small drawer 210 is formed, and being formed in each small drawer 210 of reinforced concrete has a storage tank, the storage tank of each small drawer 210 of reinforced concrete
Interior filling planting soil 220, planting aquatic plants 221 on planting soil 220, planting soil 220 for ease of animal and plant growth Nutrition Soil.
The top surface 211 of each small drawer 210 of reinforced concrete and bottom surface 212 are provided with wave texture structure (not shown), with simple
Technique realizes the occlusion between the small drawer 210 of reinforced concrete, while also allows for the maintenance of the small drawer 210 of single reinforced concrete.
The utility model can be applied to urban river channel regulation bank-protection works, by those of ordinary skill according to the actual feelings of engineering
Condition, selects the big drawer 110 of appropriate size reinforced concrete, when the big drawer 110 of reinforced concrete is installed, if river original state slope is not suitable for placing,
Can first whole slope, place into the big drawer 110 of reinforced concrete.
The small drawer 210 of appropriate size reinforced concrete is selected according to engineering practice, ordinary water level variation zone scope sets small pumping
Drawer shore protection, the small drawer 210 of reinforced concrete is interior to backfill planting soil 220, and planting aquatic plants 221, more than ordinary water level is grassed slope.
According to river information system interlaced arrangement size drawer, channel revetment stereovision is not only assigned, but also aquatile growth can be createed
Space is inhabited, meets aquatile habit, solves Landscape Ecological Problems.
The advantages of basic principle and main feature and the utility model of the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the present utility model is not limited to the above embodiments, described in above embodiments and description
Simply illustrate the utility model principle, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
Various changes and modifications are had, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed scope is defined by the appending claims and its equivalent thereof.
Claims (7)
- A kind of 1. Combined drawer type bank protection structure, it is characterised in that including：Channel slope bottom and the big drawer layer under ordinary water level are arranged on, the big drawer layer is by some along between bank line Formed every the big drawer of the reinforced concrete of interlaced arrangement side by side, being formed in each big drawer of reinforced concrete has a storage tank, each reinforced concrete Filling counterweight material in the storage tank of big drawer；AndSome small drawer layers being stacked in from the bottom to top on the big drawer layer, the top surface positioned at the small drawer layer of the superiors are higher than Ordinary water level variation zone, each small drawer layer are made of some small drawers of reinforced concrete along bank line interval interlaced arrangement side by side, often Being formed in the small drawer of one reinforced concrete has a storage tank, filling planting soil in the storage tank of each small drawer of reinforced concrete.
- 2. Combined drawer type bank protection structure as claimed in claim 1, it is characterised in that the upstream face of the big drawer of reinforced concrete An at least perps is reserved with plate.
- 3. Combined drawer type bank protection structure as claimed in claim 2, it is characterised in that the width of the perps for 5cm~ 10cm。
- 4. Combined drawer type bank protection structure as claimed in claim 1, it is characterised in that the bottom surface position of the big drawer of reinforced concrete A tooth plate has been extended to form straight down in the lower section of its panel that meets water.
- 5. Combined drawer type bank protection structure as claimed in claim 1, it is characterised in that the counterweight material is construction waste.
- 6. the Combined drawer type bank protection structure as any one of claim 1 to 5, it is characterised in that each reinforced concrete is small The top and bottom of drawer are provided with wave texture structure.
- 7. Combined drawer type bank protection structure as claimed in claim 6, it is characterised in that the planting soil is Nutrition Soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721261043.0U CN207277284U (en) | 2017-09-28 | 2017-09-28 | A kind of Combined drawer type bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721261043.0U CN207277284U (en) | 2017-09-28 | 2017-09-28 | A kind of Combined drawer type bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207277284U true CN207277284U (en) | 2018-04-27 |
Family
ID=61988403
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721261043.0U Expired - Fee Related CN207277284U (en) | 2017-09-28 | 2017-09-28 | A kind of Combined drawer type bank protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207277284U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644430A (en) * | 2019-07-30 | 2020-01-03 | 北京东方园林环境股份有限公司 | Composite ecological revetment structure and construction method thereof |
| CN111929174A (en) * | 2020-10-14 | 2020-11-13 | 南京东仪新智能科技有限公司 | Concrete sample feeding and standard curing comprehensive unmanned detection system |
-
2017
- 2017-09-28 CN CN201721261043.0U patent/CN207277284U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644430A (en) * | 2019-07-30 | 2020-01-03 | 北京东方园林环境股份有限公司 | Composite ecological revetment structure and construction method thereof |
| CN111929174A (en) * | 2020-10-14 | 2020-11-13 | 南京东仪新智能科技有限公司 | Concrete sample feeding and standard curing comprehensive unmanned detection system |
| CN111929174B (en) * | 2020-10-14 | 2020-12-22 | 南京东仪新智能科技有限公司 | Concrete sample feeding and standard curing comprehensive unmanned detection system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20180427 |