CN202672160U - Slope reinforcement structure - Google Patents
Slope reinforcement structure Download PDFInfo
- Publication number
- CN202672160U CN202672160U CN 201220204209 CN201220204209U CN202672160U CN 202672160 U CN202672160 U CN 202672160U CN 201220204209 CN201220204209 CN 201220204209 CN 201220204209 U CN201220204209 U CN 201220204209U CN 202672160 U CN202672160 U CN 202672160U
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- China
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- muscle material
- side slope
- slope
- reinforcement structure
- individual layers
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Abstract
The utility model discloses a slope reinforcement structure, which is characterized in that the slope reinforcement structure is formed by horizontally superposing a plurality of single-layer bodies in order; each single-layer body is disposed more backwardly than one below; the single-layer body comprises rib materials and soil body paved on the rib material surface. The slope reinforcement structure is advantageous in that the slope reinforcement structure can be used for retaining the slope; construction is simple, cost is low and stability is good; the slope reinforcement structure can be widely applied for slope engineering like roads, railways, water conservancy projects, seas and others; a new approach of retaining slopes is provided.
Description
Technical field:
The present invention relates to a kind of side slope reinforced structure, specifically refer to a kind of muscle material being imbedded in the slope soil so that side slope keeps stable structure.
Background technology:
In the Foundation Design process of construction, such as engineerings such as highway, railway, water conservancy, oceans, keeping slope stability is an important content.The measure of stability of slope has a lot, build retaining wall and anchor pole etc., wherein reinforced earth retaining wall and reinforced slope are one of methods of commonly using, in these class methods, the muscle material is general to be connected with the wall front panel and to prop up behind the barricade side slope soil pressure or directly the muscle material is imbedded in the soil body, the former needs the steel concrete panel, constructs relatively loaded down with trivial details; What the latter had directly is tiled in the muscle material in the soil body, and what have turns back muscle material bend at end, directly tiling and simple bending, and its less stable, when tall and big side slope or soil body compactness were relatively poor, horizontal distortion may be larger, has influence on side slope arrangement stability.Given this, on the basis of conventional reinforced earth barricade and reinforced slope, develop an effective reinforcement material more stable and the simple device of construction and job practices.
Summary of the invention:
The object of the present invention is to provide a kind of side slope reinforced structure simple, cheap and that have good stability of constructing, this side slope reinforced structure can be avoided the construct problem of complexity or less stable of traditional side slope reinforcement mode.
For achieving the above object, technical scheme of the present invention is:
Side slope reinforced structure of the present invention, it is characterized in that: described side slope reinforced structure consists of by some layers of individual layers successively level are stacked, relatively the individual layers of one deck is toward the rear dislocation below it for each layer individual layers, and described individual layers includes the muscle material and is laid on the lip-deep soil body of muscle material.
The end of above-mentioned muscle material is filled out and is provided with a rectangular soil body, and muscle material end rises and make its end by nylon rope and muscle material bind around rectangular soil body backrush.
Above-mentioned muscle material is geo-grid, and geo-grid is the two-dimensional mesh trellis that forms through thermoplastic or mold pressing with high molecular polymers such as polypropylene, polyvinyl chloride or the 3 D stereo grid screen with certain altitude, when using as civil engineering, is called geo-grid.
Above-mentioned each layer individual layers has grass seeds toward the domatic plantation that the rear dislocation forms.
The present invention takes full advantage of the soil body that the muscle material rolls and forms a panel, the gear horizontal pressure force that bankets, utilize the muscle material with banket between frictional force, the balance slide mass sliding force that bankets utilizes the hole of muscle material to broadcast sowing the plantation grass seeds, plays the effect that prevents Exposure to Sunlight of afforesting.After adopting such scheme, side slope reinforced structure of the present invention is used for a rib slope, it has the characteristic that construction is simple, cheap and have good stability, and can be widely used in the side slope engineerings such as highway, railway, water conservancy, ocean, provides a kind of new approach for slope soil props up gear.
Description of drawings:
Fig. 1 is structural representation of the present invention;
The specific embodiment:
Side slope reinforced structure of the present invention, described side slope reinforced structure consists of by some layers of individual layers successively level are stacked, and relatively the individual layers of one deck is toward the rear dislocation below it for each layer individual layers, and described individual layers includes muscle material 1 and is laid on the lip-deep soil body 2 of muscle material.
The end of above-mentioned muscle material is filled out and is provided with a rectangular soil body 5, and muscle material end rises and make its end by nylon rope 3 and muscle material bind around rectangular soil body backrush.
Above-mentioned muscle material is geo-grid, and geo-grid is the two-dimensional mesh trellis that forms through thermoplastic or mold pressing with high molecular polymers such as polypropylene, polyvinyl chloride or the 3 D stereo grid screen with certain altitude, when using as civil engineering, is called geo-grid.
Above-mentioned each layer individual layers has grass seeds 4 toward the domatic plantation that the rear dislocation forms.
The present invention takes full advantage of the soil body that the muscle material rolls and forms a panel, the gear horizontal pressure force that bankets, utilize the muscle material with banket between frictional force, the balance slide mass sliding force that bankets utilizes the hole of muscle material to broadcast sowing the plantation grass seeds, plays the effect that prevents Exposure to Sunlight of afforesting.After adopting such scheme, side slope reinforced structure of the present invention is used for a rib slope, it has the characteristic that construction is simple, cheap and have good stability, and can be widely used in the side slope engineerings such as highway, railway, water conservancy, ocean, provides a kind of new approach for slope soil props up gear.
Concrete operation method, muscle material 1 is geo-grid, level is laid on the earth's surface, fill a rectangular soil body at its end position, muscle material 1 end is rolled and its end and muscle material 1 usefulness nylon rope 3 is fixing around the rectangular soil body, then at the soil body of muscle material 1 top filling-up thickness 30-60cm, and compacting; Partially another layers of reinforcement material 1 is laid at the rear on banket, and fills equally the rectangular soil body, roll and fixing muscle material, so until construction to the Slope Design height; At last domaticly broadcast sowing grass seeds 4 what the muscle material formed, and water, the grass seeds germinating growth also covers domaticly, afforests and prevent domatic Exposure to Sunlight.
Have following remarkable benefit after the invention process:
(1) construction is simple, cheap, and construction only needs to lay the muscle material, fill compacting filling soil and muscle material fixes etc. and to get final product, and compares some reinforced concrete retaining walls, with low cost.
(2) have good stability, roll the panel that the muscle material that bankets is equivalent to retaining wall, soil pressure behind the barricade, the muscle material and banket between good friction dynamic balance side slope sliding force, compare rigid retaining wall, this retaining wall belongs to flexible retaining wall, has good anti-seismic performance.
(3) slope greening at the coverage rate of a green of domatic formation, avoids traditional retaining walls complexion to transfer single problem after the grass seeds growth.
Claims (4)
1. side slope reinforced structure, it is characterized in that: described side slope reinforced structure consists of by some layers of individual layers successively level are stacked, relatively the individual layers of one deck is toward the rear dislocation below it for each layer individual layers, and described individual layers includes the muscle material and is laid on the lip-deep soil body of muscle material.
2. side slope reinforced structure according to claim 1, it is characterized in that: the end of described muscle material is filled out and is provided with a rectangular soil body, and muscle material end rises and makes its end by nylon rope and muscle material bind around rectangular soil body backrush.
3. side slope reinforced structure according to claim 1 and 2, it is characterized in that: described muscle material is geo-grid.
4. side slope reinforced structure according to claim 3 is characterized in that: described each layer individual layers has grass seeds toward the domatic plantation that the rear dislocation forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220204209 CN202672160U (en) | 2012-05-09 | 2012-05-09 | Slope reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220204209 CN202672160U (en) | 2012-05-09 | 2012-05-09 | Slope reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672160U true CN202672160U (en) | 2013-01-16 |
Family
ID=47493069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220204209 Expired - Fee Related CN202672160U (en) | 2012-05-09 | 2012-05-09 | Slope reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672160U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354911A (en) * | 2017-08-31 | 2017-11-17 | 郑州大学 | A kind of ecological flexible geogrid reinforcement Wharf Construction method |
| CN109577349A (en) * | 2018-11-22 | 2019-04-05 | 临沂大学 | Reinforcement means of the Earthworking reinforced bar to open-pit mine blast side slope |
-
2012
- 2012-05-09 CN CN 201220204209 patent/CN202672160U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107354911A (en) * | 2017-08-31 | 2017-11-17 | 郑州大学 | A kind of ecological flexible geogrid reinforcement Wharf Construction method |
| CN107354911B (en) * | 2017-08-31 | 2023-09-29 | 郑州大学 | Construction method for ecological flexible geogrid reinforced wharf |
| CN109577349A (en) * | 2018-11-22 | 2019-04-05 | 临沂大学 | Reinforcement means of the Earthworking reinforced bar to open-pit mine blast side slope |
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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: 20130116 Termination date: 20150509 |
|
| EXPY | Termination of patent right or utility model |