CN202954368U - Side slope ecological concrete protective structure - Google Patents
Side slope ecological concrete protective structure Download PDFInfo
- Publication number
- CN202954368U CN202954368U CN 201220615175 CN201220615175U CN202954368U CN 202954368 U CN202954368 U CN 202954368U CN 201220615175 CN201220615175 CN 201220615175 CN 201220615175 U CN201220615175 U CN 201220615175U CN 202954368 U CN202954368 U CN 202954368U
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- grooves
- concrete
- slope
- side slope
- filled
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Abstract
The utility model provides a side slope ecological concrete protective structure which is characterized in that a plurality of grooves are formed in a side slope, the grooves are filled with concrete and are perpendicular to the side slope face or the horizontal face, the depth of each groove is 3-20cm, the separation distance between the two adjacent grooves is 10-60cm, the grooves are cuboid-shaped grooves or inverted-cone-shaped grooves which are wide at the top and narrow at the bottom, and the height of the concrete filled in the grooves is higher than the slope face by 1-5cm. After the concrete is filled back into the slope face grooves, the back-filled concrete and soil form a wall structure which protects against erosion of water flow, when rainwater runs off the slope face, the wall structure protecting against the erosion and formed in the concrete grooves can prevent or reduce the erosion of the rainwater on the slope face soil, the functions of soil fixation, sand fixation and protection against the erosion can be achieved, and stability after the side slope construction is finished is maintained. Grass can be planted in a spray-seeding mode or other plants such as shrubs can be planted in the slope face soil among the grooves with the back-filled concrete, and the concrete grooves do not influence vegetation greening of the side slope surface.
Description
Technical field
The utility model relates to a kind of slope ecological shelter structure, is used for the protecting slope ecology of construction period and pre-preventing rain wash of operation phase.
Background technology
Traditional protection methods such as greening side slope; within one period that slope construction has just been finished; because the side slope surface not yet forms vegetation scour protection layer, often make side slope be subject to rainwash, rain infiltration impact and a large amount of losses of Soil Slope and landslide, Collapse Accidents occur in rainy season.For avoid or reduce vegetation not during moulding rainwater on the impact of washing away of Soil Slope, usually adopt the slope vegetation protection mode of the hole type structures such as hollow concrete building block, but the common cost of these class methods is higher, therefore study a kind of identical preventing rain wash function of hole type concrete block that both had, have again the sow grass seeds by duster low-cost advantage of the ecological protection method such as grass planting of tradition, the simple and easy ecological safeguard structure that does not affect the slope vegetation growth has important society and economic worth.
The utility model content
The purpose of this utility model be to overcome traditional slope greening mode easily when rainfall by erosion damage, and the higher shortcoming of hole type concrete block safeguard structure cost, a kind of simple in structure, easy to use, cheap, protection against erosion successful is provided, is fit to the slope ecological shelter structure of vegetation growth.
In order to realize above-mentioned technical purpose, the technical solution of the utility model is, a kind of slope ecological shelter structure, and a kind of slope ecological shelter structure comprises side slope, described side slope is provided with a plurality of grooves, is filled with concrete in the described groove.
Described a kind of slope ecological shelter structure, described groove is perpendicular to the side slope face or perpendicular to horizontal plane.
Described a kind of slope ecological shelter structure, the degree of depth of described groove is 3-20cm.
Described a kind of slope ecological shelter structure, the spacing of described adjacent two grooves is 10-60cm.
Described a kind of slope ecological shelter structure, described groove are cuboid groove or back taper bodily form groove wide at the top and narrow at the bottom.
The concrete height of filling in the described a kind of slope ecological shelter structure, described groove exceeds domatic 1-5cm.
Described a kind of slope ecological shelter structure also is provided with slope vegetation on the described side slope.
Adopt such scheme, behind the domatic groove of concrete backfill of the present utility model, because fill concrete and soil form the wall body structure that anti-current wash away, its effect is similar to the Anti-scouring structure of concrete hollow block, therefore when rainwater forms slope runoff, the rain drop erosion Soil Slope can be avoided or reduce to the Anti-scouring structure that concrete groove forms, and plays solid soil and fix the sand the effect of protection against erosion, stable after keeping slope construction to finish.Can sow grass seeds by duster in the Soil Slope between above-mentioned concrete backfill groove grass planting or other plant such as plantation shrub etc., concrete groove does not affect the greening vegetation on side slope surface.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 be among Fig. 1 the A place perpendicular to the side slope face enlarged drawing is set;
Fig. 3 be among Fig. 1 the A place perpendicular to horizontal plane enlarged drawing is set.
Accompanying drawing 1,2,3:1---concrete, 2---groove, 3---side slope.
The specific embodiment
Below in conjunction with accompanying drawing, describe a kind of specific embodiment of slope ecological shelter structure in detail.
As shown in Figure 1, 2, 3, a kind of slope ecological shelter structure, comprise concrete 1, side slope 3, described side slope 3 is provided with a plurality of up and down back taper grooves 2 wide or wide at the top and narrow at the bottom of the about 3-20cm of the degree of depth and vertical domatic or vertical ground, described adjacent trenches 2 spacings are 10-60cm, and described concrete 1 backfill is poured in the described groove 2.
In the utility model, described concrete 1 is conventional concrete mortar.
In the utility model, described groove is back taper wide or wide at the top and narrow at the bottom up and down.
In the utility model, the spacing between the adjacent described groove 2 is 10-60cm.
In the utility model, the described side slope 3 between the described concrete backfill groove 2 is provided with slope vegetation.
As shown in Figure 1, during construction and installation, according to slope vegetation require smooth domatic, after sprinkling sowing grass seeds, highly along the slope excavate in the horizontal direction perpendicular to domatic or perpendicular to the groove on ground, groove shape is wide or wide at the top and narrow at the bottom up and down every 10～60cm, gash depth 3-30cm, then concrete 1 backfill is poured into groove 2, the concrete after the backfill is a little more than domatic 1-5cm, and concrete is combined with soil and is jointly formed Anti-scouring structure.
Claims (6)
1. a slope ecological shelter structure comprises side slope, it is characterized in that, described side slope is provided with a plurality of grooves, is filled with concrete in the described groove.
2. a kind of slope ecological shelter structure according to claim 1 is characterized in that described groove is perpendicular to the side slope face or perpendicular to horizontal plane.
3. a kind of slope ecological shelter structure according to claim 1 is characterized in that, the degree of depth of described groove is 3-20cm.
4. a kind of slope ecological shelter structure according to claim 1 is characterized in that, the spacing of described adjacent two grooves is 10-60cm.
5. a kind of slope ecological shelter structure according to claim 1 is characterized in that, described groove is cuboid groove or back taper bodily form groove wide at the top and narrow at the bottom.
6. a kind of slope ecological shelter structure according to claim 1 is characterized in that, the concrete height of filling in the described groove exceeds domatic 1-5cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220615175 CN202954368U (en) | 2012-11-20 | 2012-11-20 | Side slope ecological concrete protective structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220615175 CN202954368U (en) | 2012-11-20 | 2012-11-20 | Side slope ecological concrete protective structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202954368U true CN202954368U (en) | 2013-05-29 |
Family
ID=48459947
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220615175 Expired - Fee Related CN202954368U (en) | 2012-11-20 | 2012-11-20 | Side slope ecological concrete protective structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202954368U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088256A (en) * | 2014-07-25 | 2014-10-08 | 上海嘉洁生态科技有限公司 | Safe and ecological water conveying canal and building protection method thereof |
| CN107882045A (en) * | 2017-11-17 | 2018-04-06 | 北京市政路桥管理养护集团有限公司 | A kind of slope protection structure |
-
2012
- 2012-11-20 CN CN 201220615175 patent/CN202954368U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104088256A (en) * | 2014-07-25 | 2014-10-08 | 上海嘉洁生态科技有限公司 | Safe and ecological water conveying canal and building protection method thereof |
| CN104088256B (en) * | 2014-07-25 | 2015-11-18 | 上海嘉洁生态科技有限公司 | The canal for water conveyance of a kind of safety and ecology and revetment method thereof |
| CN107882045A (en) * | 2017-11-17 | 2018-04-06 | 北京市政路桥管理养护集团有限公司 | A kind of slope protection structure |
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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 |
Granted publication date: 20130529 Termination date: 20141120 |
|
| EXPY | Termination of patent right or utility model |