CN201343733Y - Ecological protection structure with steady rock side slope - Google Patents
Ecological protection structure with steady rock side slope Download PDFInfo
- Publication number
- CN201343733Y CN201343733Y CNU2009200786733U CN200920078673U CN201343733Y CN 201343733 Y CN201343733 Y CN 201343733Y CN U2009200786733 U CNU2009200786733 U CN U2009200786733U CN 200920078673 U CN200920078673 U CN 200920078673U CN 201343733 Y CN201343733 Y CN 201343733Y
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- Prior art keywords
- side slope
- ecological protection
- steel concrete
- reinforced concrete
- rock side
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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
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
The utility model discloses an ecological protection structure with a steady rock side slope, and aims to effectively reduce the construction cost of a project on ecological protection of the side slope. The structure comprises a plurality of reinforced concrete longitudinal beams (11) and a plurality of reinforced concrete cross beams (12), wherein the reinforced concrete longitudinal beams and the reinforced concrete cross beams are poured on the slope surface of the steady rock side slope; the reinforced concrete longitudinal beams (11) and the reinforced concrete cross beams (12) are crisscrossed to form grids; and the grids is backfilled with greening foreign soil. The structure has the beneficial effects that compared with a reinforced concrete frame beam, the structure can greatly reduce the construction cost of the project on ecological protection of the side slope, and is easy to construct; moreover, the backfilled foreign soil has good stability and high erosion resistibility.
Description
Technical field
The utility model relates to the protecting slope ecology structure, particularly a kind of ecological protection structure of stablizing rock side slope that is applicable to.
Background technology
Along with developing rapidly of China's speedway, people have higher requirement to the expressway construction quality, usually adopted in the past and paved protection and sealing safeguard procedures, but since construction complicated, involve great expense and influence the environment of both sides of highway and ecoscape being eliminated gradually, and the side slope retaining anti-with afforest the ecological protection system that combines and obtained application more and more widely.
At present, the ecological protection of high precipitous rock slope mainly adopts rc-frame-beam grass planting bank protection.This method is a cast-in-situ steel reinforced concrete framework or prefabricated component is layed in domatic formation framework on side slope, use the anchor pole fixed frame, backfill soil moved in to improve the original and take measures to make soil moved in to improve the original to be fixed in the framework in framework, then in framework grass planting to reach the purpose of slope protection greening.The characteristics of this method are that reinforced concrete frame and combining anchor use are played reinforcement effect to side slope, but owing to the cost height, only adopt in those shallow stability differences and high scaur that is difficult to afforest and barren slight slope.
The utility model content
Technical problem to be solved in the utility model provides a kind of stable rock side slope ecological protection structure, can reduce the cost of protecting slope ecology engineering effectively.
The technical scheme that its technical problem that solves the utility model adopts is: stable rock side slope ecological protection structure of the present utility model, it is characterized in that: it comprises stablizes domatic some roads steel concrete crossbeam and the steel concrete crossbeam of building of rock side slope, each steel concrete longeron, the staggered formation of steel concrete crossbeam grid, the soil moved in to improve the original that backfill is used to afforest in the grid.
Be arranged at intervals with transverse baffle along steel concrete longeron bearing of trend in the described grid.
The beneficial effects of the utility model are, compare with the rc-frame-beam structure, can reduce the cost of protecting slope ecology engineering significantly, backfill soil moved in to improve the original good stability, and erosion resistibility is strong, and is easy to construction.
Description of drawings
This manual comprises following three width of cloth accompanying drawings:
Fig. 1 is the sectional schematic diagram that the utility model is stablized rock side slope ecological protection structure;
Fig. 2 is the partial enlarged view that the utility model is stablized rock side slope ecological protection structure section;
Fig. 3 is the vertical view that the utility model is stablized rock side slope ecological protection structure.
Parts shown in the figure, toponym and pairing mark: steel concrete longeron 11, steel concrete crossbeam 12, transverse baffle 13.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
With reference to Fig. 1, Fig. 2 and Fig. 3, stable rock side slope ecological protection structure of the present invention, comprise and stablize domatic some roads steel concrete crossbeam 12 and the steel concrete crossbeam 12 of building of rock side slope, each steel concrete longeron 11, steel concrete crossbeam 12 staggered formation grids, the soil moved in to improve the original that backfill is used to afforest in the grid.Compare with the rc-frame-beam structure, saved anchor pole, be used for stablizing rock side slope and then can reduce the cost of protecting slope ecology engineering significantly, and be easy to construction.
With reference to Fig. 2, for strengthening the stability and the erosion resistibility of backfill soil moved in to improve the original, and reduce the cost of protecting slope ecology engineering by the quantity that reduces steel concrete crossbeam 12, is arranged at intervals with transverse baffle 13 along steel concrete longeron 11 bearing of trends in the described grid.A kind of preferred fixed form of transverse baffle 13 has been shown among Fig. 3, be on the related twice steel concrete crossbeam 12 of described grid, longitudinal separation is provided with corresponding slot on its inwall in opposite directions, and the two ends of transverse baffle 13 form by slot and this twice steel concrete crossbeam 12 and peg graft.
The above the utility model that just explains through diagrams is stablized some principles of rock side slope ecological protection structure, be not be the utility model to be confined to shown in and in described concrete structure and the scope of application, so every the corresponding modify and equivalent that might be utilized all belongs to the claim that the utility model is applied for.
Claims (3)
1. stablize rock side slope ecological protection structure, it is characterized in that: it comprises stablizes domatic some road steel concrete crossbeams (12) of building of rock side slope and steel concrete crossbeam (12), each steel concrete longeron (11), the staggered formation of steel concrete crossbeam (12) grid, the soil moved in to improve the original that backfill is used to afforest in the grid.
2. stable rock side slope ecological protection structure as claimed in claim 1 is characterized in that: be arranged at intervals with transverse baffle (13) along steel concrete longeron (11) bearing of trend in the described grid.
3. stable rock side slope ecological protection structure as claimed in claim 2, it is characterized in that: on the related twice steel concrete crossbeam (12) of described grid, longitudinal separation is provided with corresponding slot on its inwall in opposite directions, and the two ends of transverse baffle (13) form by slot and this twice steel concrete crossbeam (12) and peg graft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2009200786733U CN201343733Y (en) | 2009-01-15 | 2009-01-15 | Ecological protection structure with steady rock side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2009200786733U CN201343733Y (en) | 2009-01-15 | 2009-01-15 | Ecological protection structure with steady rock side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201343733Y true CN201343733Y (en) | 2009-11-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2009200786733U Expired - Fee Related CN201343733Y (en) | 2009-01-15 | 2009-01-15 | Ecological protection structure with steady rock side slope |
Country Status (1)
| Country | Link |
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| CN (1) | CN201343733Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677651A (en) * | 2012-04-26 | 2012-09-19 | 北京正和恒基滨水生态环境治理股份有限公司 | Method for ecological restoration of mountain |
| CN102808417A (en) * | 2012-08-27 | 2012-12-05 | 中国建筑第六工程局有限公司 | Side slope protection method for arid desert area |
| CN102900086A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Prefabricated ecological slope protector and construction method thereof |
| CN103628489A (en) * | 2013-12-05 | 2014-03-12 | 长沙理工大学 | Expressway slope reinforcement structure |
| CN103790170A (en) * | 2014-02-12 | 2014-05-14 | 铁道第三勘察设计院集团有限公司 | Prefabricated concrete hollow framework slope protection structure |
| CN104264696A (en) * | 2014-10-20 | 2015-01-07 | 中国科学院新疆生态与地理研究所 | Arid desert region soil engineering slope bandicoot-caused damage prevention and control method |
| CN107386304A (en) * | 2017-09-04 | 2017-11-24 | 徐宗涛 | A kind of stability good highway slope protection structure and its construction method |
| CN110663428A (en) * | 2019-08-09 | 2020-01-10 | 河南省农业科学院植物营养与资源环境研究所 | Slope farmland orange and organic tea ecological planting and nitrogen and phosphorus loss prevention and control process |
-
2009
- 2009-01-15 CN CNU2009200786733U patent/CN201343733Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102900086A (en) * | 2011-07-26 | 2013-01-30 | 王建军 | Prefabricated ecological slope protector and construction method thereof |
| CN102900086B (en) * | 2011-07-26 | 2014-10-15 | 王建军 | Prefabricated ecological slope protector and construction method thereof |
| CN102677651A (en) * | 2012-04-26 | 2012-09-19 | 北京正和恒基滨水生态环境治理股份有限公司 | Method for ecological restoration of mountain |
| CN102677651B (en) * | 2012-04-26 | 2015-01-07 | 北京正和恒基滨水生态环境治理股份有限公司 | Method for ecological restoration of mountain |
| CN102808417A (en) * | 2012-08-27 | 2012-12-05 | 中国建筑第六工程局有限公司 | Side slope protection method for arid desert area |
| CN103628489A (en) * | 2013-12-05 | 2014-03-12 | 长沙理工大学 | Expressway slope reinforcement structure |
| CN103790170A (en) * | 2014-02-12 | 2014-05-14 | 铁道第三勘察设计院集团有限公司 | Prefabricated concrete hollow framework slope protection structure |
| CN104264696A (en) * | 2014-10-20 | 2015-01-07 | 中国科学院新疆生态与地理研究所 | Arid desert region soil engineering slope bandicoot-caused damage prevention and control method |
| CN107386304A (en) * | 2017-09-04 | 2017-11-24 | 徐宗涛 | A kind of stability good highway slope protection structure and its construction method |
| CN107386304B (en) * | 2017-09-04 | 2019-07-23 | 包头市公路工程股份有限公司 | A kind of highway slope protection structure and its construction method that stability is good |
| CN110663428A (en) * | 2019-08-09 | 2020-01-10 | 河南省农业科学院植物营养与资源环境研究所 | Slope farmland orange and organic tea ecological planting and nitrogen and phosphorus loss prevention and control process |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20091111 Termination date: 20110115 |