CN203222773U - Vertical retaining wall with plantation groove - Google Patents
Vertical retaining wall with plantation groove Download PDFInfo
- Publication number
- CN203222773U CN203222773U CN201320188314XU CN201320188314U CN203222773U CN 203222773 U CN203222773 U CN 203222773U CN 201320188314X U CN201320188314X U CN 201320188314XU CN 201320188314 U CN201320188314 U CN 201320188314U CN 203222773 U CN203222773 U CN 203222773U
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- China
- Prior art keywords
- planting groove
- barricade
- vertical type
- wall
- band
- Prior art date
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Abstract
The utility model discloses a vertical retaining wall with a plantation groove and belongs to the field of riverway bank protection structures of water conservancy projects. The vertical retaining wall with the plantation groove comprises a bottom plate, notched sills, an isolation wall, a wall body and a pressing top. The notched sills are upwards arranged on a water facing side of the bottom plate in a pouring mode. The plantation groove is formed by the notched sills and the wall body and divided into multiple isolated plantation cell grooves by the isolation wall. Through holes for water draining pipes to penetrate through are formed in the bottoms of the notched sills. The vertical retaining wall with the plantation groove has the advantages that aquatic plants are planted in the plantation groove to form the greenery landscape effect and effectively change the image of a hard bank protection structure; safety and stability of a retaining wall structure are effectively reinforced, and meanwhile the ecology landscape feature of the bank protection structure is presented; the plantation groove can effectively ensure the rate of survival of the planted aquatic plants so as to effectively achieve the effect of purifying water quality by the aquatic plants.
Description
Technical field
The utility model relates to hydraulic engineering channel revetment structure field, particularly a kind of band planting groove vertical type barricade.
Background technology
The channel revetment engineering is that protection rivers embankment is avoided current, stormy waves invasion and attack and washed away the engineering measure of taking.Bank protection structure can be divided into ramp type and vertical type according to the form difference, and the ramp type shore protection is applicable to the area that land resources is abundant, on original state riverbed side slope coated with protective slope structure, as cemented rock, placed rockfill or the rectangular slab of stone, turf etc.; For the area of land resources anxiety, channel revetment substantially all is to adopt the vertical type bank protection structure, and common river course vertical type bank protection structure is merely the hard bank protection structure that adopts concrete and stone masonry material to make, and lacks ecology, greening, view.
The utility model content
Technical problem to be solved in the utility model be at the deficiencies in the prior art and defective provide a kind of strengthened the security and stability of barricade and have ecoscape, the band planting groove vertical type barricade of function such as purify water.
The technical problem that the utility model solves can realize by the following technical solutions:
Band planting groove vertical type barricade, comprise the barricade body, it is characterized in that, described barricade body comprises base plate, tooth bank, partition wall, wall body and bears down on one, described base plate meets water and has built the tooth bank on the side direction, described tooth bank becomes planting groove with described wall figure, by described partition wall described planting groove is divided into some independent plantation cells, and described tooth bank bottom is provided with the through hole that the water supply and draining pipe passes.
Especially, to become planting groove with described wall figure be trapezoidal to described tooth bank.
Especially, described wall body adopts stone masonry to build by laying bricks or stones or concreting, and described baseboard material adopts steel concrete.
Especially, described wall body adopts stone masonry gravity barricade or L shaped steel reinforced concrete barricade.
Especially, the inboard elongated geotextiles that is furnished with of described tooth bank.
Especially, the weight per unit area of geotextiles is 250g.
Especially, be filled with in the described planting groove to plough to plant soil and to plant plant is arranged.
Especially, the eaves inboard is embedded with for the rivet of fixing described geotextiles on the described tooth bank.
The beneficial effects of the utility model are: 1. planting aquatic plants in the planting groove, form the greening landscape effect, and effectively changed the image of hard bank protection structure; 2. effectively strengthened the security and stability of wall-retaining structure, embodied the ecoscape of bank protection structure simultaneously, killed two birds with one stone; 3. planting groove can effectively be protected the survival rate of planting aquatic plants, thereby effectively brings into play the effect that aquatic vegetation purifies water.
Description of drawings
Fig. 1 is the utility model band planting groove vertical type wall-retaining structure sectional schematic diagram.
Fig. 2 is the utility model band planting groove vertical type barricade elevation schematic diagram.
The specific embodiment
For technological means, creation characteristic that the utility model is realized, reach purpose and effect is easy to understand, below in conjunction with concrete diagram, further set forth the utility model.
As depicted in figs. 1 and 2, band planting groove vertical type barricade comprises that stone masonry is built by laying bricks or stones or concrete casting walling body 6, steel concrete bear down on one 7, reinforced concrete floor 5, base plate 5 meets water and has built steel concrete tooth bank 1 on the side direction, tooth bank 1 forms trapezoidal planting groove 10 with wall body 6, and planting groove 10 groove depths are greater than 300mm; Tooth bank 1 bottom is provided with the through hole that passes for pre-buried PVC Φ 501000 gutters 3, tooth bank 1 inboard elongated layout 250g/m
2Geotextiles 2 one decks, the fixing geotextiles 2 of the pre-buried rivet 9 of eaves on the tooth bank 1; The every 15m of this band planting groove vertical type barricade is a sections, one sections is built the thick concrete partition of a 200mm 8 every 5m, planting groove 10 is divided into three independently plantation cells, plants to insert in the cell to plough and plant soil 4, require to plant the aquatic vegetation of different cultivars according to view requirement and purification of water quality.
This band planting groove vertical type barricade can effectively be protected the survival rate of bank slope safety and stability and vegetation; be collection bank slope safety, greening view, purifying water is the bank protection structure of one; when satisfying safety and stability, effectively bring into play the effect that aquatic vegetation purified water, afforested view.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that describes in above-described embodiment and the manual just illustrates principle of the present utility model; under the prerequisite that does not break away from the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall in claimed the utility model scope.The claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (8)
1. be with planting groove vertical type barricade, comprise the barricade body, it is characterized in that, described barricade body comprises base plate, tooth bank, partition wall, wall body and bears down on one, described base plate meets water and has built the tooth bank on the side direction, described tooth bank becomes planting groove with described wall figure, by described partition wall described planting groove is divided into some independent plantation cells, and described tooth bank bottom is provided with the through hole that the water supply and draining pipe passes.
2. band planting groove vertical type barricade as claimed in claim 1 is characterized in that, it is trapezoidal that described tooth bank becomes planting groove with described wall figure.
3. band planting groove vertical type barricade as claimed in claim 1 is characterized in that, described wall body adopts stone masonry to build by laying bricks or stones or concreting, and described baseboard material adopts steel concrete.
4. band planting groove vertical type barricade as claimed in claim 3 is characterized in that, described wall body adopts stone masonry gravity barricade or L shaped steel reinforced concrete barricade.
5. band planting groove vertical type barricade as claimed in claim 1 is characterized in that, the inboard elongated geotextiles that is furnished with of described tooth bank.
6. band planting groove vertical type barricade as claimed in claim 5 is characterized in that the weight per unit area of described geotextiles is 250g.
7. band planting groove vertical type barricade as claimed in claim 1 is characterized in that, being filled with in the described planting groove to plough to plant soil and plant has plant.
8. band planting groove vertical type barricade as claimed in claim 1 is characterized in that the eaves inboard is embedded with rivet on the described tooth bank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320188314XU CN203222773U (en) | 2013-04-15 | 2013-04-15 | Vertical retaining wall with plantation groove |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320188314XU CN203222773U (en) | 2013-04-15 | 2013-04-15 | Vertical retaining wall with plantation groove |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203222773U true CN203222773U (en) | 2013-10-02 |
Family
ID=49249780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320188314XU Expired - Fee Related CN203222773U (en) | 2013-04-15 | 2013-04-15 | Vertical retaining wall with plantation groove |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203222773U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103774616A (en) * | 2014-01-22 | 2014-05-07 | 安徽水安建设集团股份有限公司 | Construction method for ecological retaining wall built by self-embedded blocks |
| CN104126393A (en) * | 2014-07-25 | 2014-11-05 | 同济大学 | Method for planting aquatic plants in upright bank water |
| CN104695379A (en) * | 2013-12-04 | 2015-06-10 | 上海勘测设计研究院 | Ecological river channel revetment structure |
| CN105706768A (en) * | 2016-01-29 | 2016-06-29 | 宏大国源（芜湖）资源环境治理有限公司 | Greening and maintaining device of slope low retaining wall |
| CN105951673A (en) * | 2016-06-15 | 2016-09-21 | 广州城建职业学院 | Eco-friendly revetment construction structure with self-repair capability and aesthetic feeling |
| CN105993673A (en) * | 2016-07-08 | 2016-10-12 | 三峡大学 | Vertical greening sheet-pile retaining wall and constructing method thereof |
| CN106592512A (en) * | 2016-11-25 | 2017-04-26 | 上海市政工程设计研究总院（集团）有限公司 | Reinforced concrete and gabion combined ecological flood control wall structure and construction method thereof |
| CN107217684A (en) * | 2017-08-02 | 2017-09-29 | 江苏燕宁建设工程有限公司 | Barricade building method and the barricade built by laying bricks or stones using it |
| CN107227714A (en) * | 2017-06-16 | 2017-10-03 | 中交航局第工程有限公司 | Bulwark expansion joint plate technique for fixing |
| CN108331010A (en) * | 2018-01-16 | 2018-07-27 | 湖北工业大学 | A kind of stone masonry vertical retaining wall structure ecological reconstruction structure and method |
-
2013
- 2013-04-15 CN CN201320188314XU patent/CN203222773U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695379A (en) * | 2013-12-04 | 2015-06-10 | 上海勘测设计研究院 | Ecological river channel revetment structure |
| CN103774616A (en) * | 2014-01-22 | 2014-05-07 | 安徽水安建设集团股份有限公司 | Construction method for ecological retaining wall built by self-embedded blocks |
| CN103774616B (en) * | 2014-01-22 | 2015-09-30 | 安徽水安建设集团股份有限公司 | From the Ecological Retaining Wall construction method that embedded block is built by laying bricks or stones |
| CN104126393A (en) * | 2014-07-25 | 2014-11-05 | 同济大学 | Method for planting aquatic plants in upright bank water |
| CN105706768A (en) * | 2016-01-29 | 2016-06-29 | 宏大国源（芜湖）资源环境治理有限公司 | Greening and maintaining device of slope low retaining wall |
| CN105951673A (en) * | 2016-06-15 | 2016-09-21 | 广州城建职业学院 | Eco-friendly revetment construction structure with self-repair capability and aesthetic feeling |
| CN105993673A (en) * | 2016-07-08 | 2016-10-12 | 三峡大学 | Vertical greening sheet-pile retaining wall and constructing method thereof |
| CN106592512A (en) * | 2016-11-25 | 2017-04-26 | 上海市政工程设计研究总院（集团）有限公司 | Reinforced concrete and gabion combined ecological flood control wall structure and construction method thereof |
| CN107227714A (en) * | 2017-06-16 | 2017-10-03 | 中交航局第工程有限公司 | Bulwark expansion joint plate technique for fixing |
| CN107217684A (en) * | 2017-08-02 | 2017-09-29 | 江苏燕宁建设工程有限公司 | Barricade building method and the barricade built by laying bricks or stones using it |
| CN108331010A (en) * | 2018-01-16 | 2018-07-27 | 湖北工业大学 | A kind of stone masonry vertical retaining wall structure ecological reconstruction structure and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20131002 Termination date: 20200415 |