CN102425177A - Safe slope structure - Google Patents
Safe slope structure Download PDFInfo
- Publication number
- CN102425177A CN102425177A CN2011103166024A CN201110316602A CN102425177A CN 102425177 A CN102425177 A CN 102425177A CN 2011103166024 A CN2011103166024 A CN 2011103166024A CN 201110316602 A CN201110316602 A CN 201110316602A CN 102425177 A CN102425177 A CN 102425177A
- Authority
- CN
- China
- Prior art keywords
- slope
- side slope
- ecological bag
- ecological
- ecological bags
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Abstract
The invention discloses a safe slope structure, comprising a catchwater excavated on a slope top and a plurality of long ecological bags laid between the cathwater and the slope bottom ground along the slope longitudinal direction and arranged in parallel along the slope cross direction; the long ecological bags are anchored on the slope via multiple anchor rods; one section of each long ecological bag near to the upper end is bent and buried into the slope to form an inverse-hanging structure; the bent sections of the long ecological bags are anchored by the anchor rods. The structure counteracts partial weight of the ecological bags and reduces the pull endured by the anchor rods near to the upper ends of the ecological bags by using the inverse-hanging structures on the upper ends of the ecological bags, so as to relieve damage of the anchor rods on the ecological bags on one side and further enhance the fixing reliability of the ecological bags and effectively improve the stability of the slope on the other hand; moreover, the structure prevents the corrosion of the slope soil caused by the water leakage between the catchwater and the ecological bags via a waterproof structure; and the stability of the slope is enhanced via retaining wall structures on the bottom ends of the ecological bags.
Description
Technical field
The present invention relates to a kind of earth structure, particularly a kind of edge slope structure.
Background technology
Advantages such as the greening of ecological bag side slope protection is environmentally friendly with it, protection effect good, maintenance cost is low become one of job practices important in expressway slope greening, municipal greening, afforestation, deserted mountain, mine reparation, riverbank bank protection and the inland river regulation.
In the prior art, when using microscler ecological bag to carry out the side slope protection greening, general is that the ecology bag vertically is layed between catchwater and the ground, the end, slope along side slope; And it is anchor rod anchored through many; Some deficiency below this structure exists: 1) owing to the action of gravity of ecological bag self, anchor pole and the active force between the ecological bag near in the of ecological bag are bigger, and anchor pole is comparatively serious to ecological bag destruction; And ecological bag is fixing reliable inadequately, and the stability of side slope also receives bigger influence; 2) an ecological bag lower end directly is hung in the end, slope, and its weight is born by anchor pole fully, also is unfavorable for strengthening the stability of side slope bottom.
To above-mentioned deficiency, need existing microscler ecological bag side slope protection greening structure is improved, reduce the destruction of anchor pole to ecological bag, make the fixing more reliable of microscler ecological bag, to increase the stability of side slope.
Summary of the invention
In view of this; The present invention provides a kind of safe edge slope structure, utilizes that ecological bag is counter to hang the influence that structure is offset microscler ecological bag self gravitation, reduces the destruction of anchor pole to ecological bag; And make the fixing more reliable of microscler ecological bag, reach the purpose that improves slope stability.
Safe edge slope structure of the present invention; Comprise microscler ecological bag that excavation vertically is laid on along side slope between catchwater and the ground, the end, slope and laterally is set up in parallel along side slope at the catchwater on side slope slope top and a plurality of; Said microscler ecological bag is anchor rod anchored on side slope through many; Said microscler ecological bag is near one section bending of upper end and imbed and form the anti-structure of hanging in the side slope, and bending section is through anchor rod anchored.
Further, said microscler ecological bag is 90o near the bending angle of one section of upper end;
Further, be equipped with waterproof film between the bending part of said catchwater and microscler ecological bag upper end;
Further, said waterproof film upper edge side slope vertical stack is provided with the ecological bag of compacting;
Further, said microscler ecological bag forms the extension that along continuous straight runs is laid near one section bending of lower end, and upper edge, extension side slope vertical stack is provided with the ecological bag of compacting formation barricade;
Further, excavation has groove on the ground of said side slope bottom, and the extension is layed in the groove.
Beneficial effect of the present invention: safe edge slope structure of the present invention; Comprise microscler ecological bag that excavation vertically is laid on along side slope between catchwater and the ground, the end, slope and laterally is set up in parallel along side slope at the catchwater on side slope slope top and a plurality of; Said microscler ecological bag is anchor rod anchored on side slope through many, and said microscler ecological bag is near one section bending of upper end and imbed and form the anti-structure of hanging in the side slope, and bending section passes through anchor rod anchored; The anti-part gravity that hangs the ecological bag of structure counteracting of the ecological bag of this structure utilization upper end; Reduce the pulling force that near the anchor pole in ecological bag upper end is born, can alleviate the destruction that ecological bag receives anchor pole on the one hand, also increased ecological bag reliability of fixation on the other hand; Effectively improved the stability of side slope; In addition, avoid leaking between catchwater and the ecological bag through waterproof construction and cause the corrosion of side slope soil, all can increase the stability of side slope through ecological bag bottom end stop wall construction.
Description of drawings
Below in conjunction with accompanying drawing and embodiment the present invention is further described.
Fig. 1 is a structural representation of the present invention.
The specific embodiment
Below will combine accompanying drawing that the present invention is elaborated, as shown in the figure: the safe edge slope structure of present embodiment comprises microscler ecological bag 4 that excavation vertically is laid on along side slope 1 between catchwater 2 and the ground, the end, slope 3 and laterally is set up in parallel along side slope 1 at the catchwater 2 on top, side slope 1 slope and a plurality of; The above-below direction that vertically is meant side slope of side slope 1, side slope 1 laterally promptly with vertical vertical direction, the effect of catchwater is to prevent that rainwater from getting into corrosion side slope soil in the broken body of side slope; To guarantee the stability of side slope; Said microscler ecological bag 4 is anchored on the side slope 1 through many anchor poles 5, and said microscler ecological bag 4 is near one section bending of upper end and imbed the anti-structure of hanging of formation in the side slope 1, and bending section is also through anchor pole 5 anchorings; During construction; At first below catchwater, dig out a groove, carry out backfill again after bending section is put into anchoring, that utilizes ecological bag upper end instead hangs the part gravity that structure is offset ecological bag; Reduce the pulling force that near the anchor pole in ecological bag upper end is born; Alleviate the destruction that ecological bag receives anchor pole, also increased ecological bag reliability of fixation simultaneously, effectively improved the stability of side slope.
As the further improvement of technique scheme, the said microscler ecological bag 4 bending angles near one section of upper end are 90o, if the bending amount is too small; Then bending section is comparatively mild, and the anti-effect of hanging can not reach best, if the bending amount is excessive; The soil that then is used to support between bending section and the non-bending section is very few, can not reach the best anti-effect of hanging, therefore; The bending angle that choose reasonable is best can reach the best anti-effect of hanging.
As the further improvement of technique scheme, be equipped with waterproof film 6 between the bending part of said catchwater 2 and microscler ecological bag 4 upper ends, influence the stability of side slope to avoid rainwater to infiltrate corrosion side slope soil in the side slope.
As the further improvement of technique scheme, said waterproof film 6 upper edge side slope vertical stacks are provided with the ecological bag 7 of compacting, can improve the pulling force that bending section can bear on the one hand, also can protect waterproof film on the other hand and the waterproof film zone is afforested.
Further improvement as technique scheme; Said microscler ecological bag 4 forms the extension 4a that along continuous straight runs is laid near one section bending of lower end; 4a upper edge, extension side slope 1 vertical stack is provided with the ecological bag 7 of compacting and forms barricade; Barricade can play support action to side slope and microscler ecological bag, makes edge slope structure more stable.
As the further improvement of technique scheme, excavation has groove 8, extension 4a to be layed in the groove 8 on the ground of said side slope 1 bottom, and groove 8 forms the support to microscler ecological bag bottom, further improves the stress condition of anchor pole.
Explanation is at last; Above embodiment is only unrestricted in order to technical scheme of the present invention to be described; Although with reference to preferred embodiment the present invention is specified, those of ordinary skill in the art should be appreciated that and can make amendment or be equal to replacement technical scheme of the present invention; And not breaking away from the aim and the scope of technical scheme of the present invention, it all should be encompassed in the middle of the claim scope of the present invention.
Claims (6)
1. safe edge slope structure; Comprise that excavation is in the catchwater (2) on side slope (1) slope top and a plurality of microscler ecologies bag (4) that vertically are laid on along side slope (1) between catchwater (2) and the ground, the end, slope (3) and laterally are set up in parallel along side slope (1); Said microscler ecological bag (4) is anchored on the side slope (1) through many anchor poles (5); It is characterized in that: said microscler ecological bag (4) is near one section bending of upper end and imbed the anti-structure of hanging of interior the formation of side slope (1), and bending section passes through anchor pole (5) anchoring.
2. safe edge slope structure according to claim 1 is characterized in that: said microscler ecological bag (4) is 90o near the bending angle of one section of upper end.
3. safe edge slope structure according to claim 2 is characterized in that: be equipped with waterproof film (6) between the bending part of said catchwater (2) and microscler ecological bag (4) upper end.
4. safe edge slope structure according to claim 3 is characterized in that: said waterproof film (6) upper edge side slope vertical stack is provided with the ecological bag of compacting (7).
5. according to any described safe edge slope structure of claim 1-4; It is characterized in that: said microscler ecological bag (4) forms the extension (4a) that along continuous straight runs is laid near one section bending of lower end, and extension (4a) upper edge side slope (1) vertical stack is provided with the ecological bag of compacting (7) and forms barricade.
6. safe edge slope structure according to claim 5 is characterized in that: excavation has groove (8) on the ground of said side slope (1) bottom, and extension (4a) is layed in the groove (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110316602.4A CN102425177B (en) | 2011-10-18 | 2011-10-18 | Safe slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110316602.4A CN102425177B (en) | 2011-10-18 | 2011-10-18 | Safe slope structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102425177A true CN102425177A (en) | 2012-04-25 |
| CN102425177B CN102425177B (en) | 2014-06-25 |
Family
ID=45959203
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110316602.4A Expired - Fee Related CN102425177B (en) | 2011-10-18 | 2011-10-18 | Safe slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102425177B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888826A (en) * | 2012-10-31 | 2013-01-23 | 重庆丹海实业有限公司 | Hydro-fluctuation belt side slope ecological management method based on ecological bag |
| CN104153378A (en) * | 2014-08-06 | 2014-11-19 | 深圳万向泰富环保科技有限公司 | Soil slope protecting wall and protecting method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100770162B1 (en) * | 2007-08-13 | 2007-10-25 | (주)우주엔지니어링 | Planting block establish structure |
| CA2307425C (en) * | 1999-05-06 | 2007-12-04 | Dst Consulting Engineers Inc. | Stabilisation system for soil slopes |
| CN201268851Y (en) * | 2008-08-08 | 2009-07-08 | 卢泉生 | Roadbed protecting wall |
| CN101487264A (en) * | 2009-02-18 | 2009-07-22 | 中国葛洲坝集团股份有限公司 | Ecological protection construction method for covering layer accumulation body slope |
| CN201439602U (en) * | 2009-07-31 | 2010-04-21 | 深圳九华济远环保科技有限公司 | Side slope structure formed by lengthened ecological bags |
| CN101818499A (en) * | 2010-03-05 | 2010-09-01 | 深圳市如茵生态环境建设有限公司 | Revegetation system on steep rocky slopes and implementing method thereof |
| CN202220342U (en) * | 2011-10-18 | 2012-05-16 | 重庆丹海实业有限公司 | Safe side slope structure |
-
2011
- 2011-10-18 CN CN201110316602.4A patent/CN102425177B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2307425C (en) * | 1999-05-06 | 2007-12-04 | Dst Consulting Engineers Inc. | Stabilisation system for soil slopes |
| KR100770162B1 (en) * | 2007-08-13 | 2007-10-25 | (주)우주엔지니어링 | Planting block establish structure |
| CN201268851Y (en) * | 2008-08-08 | 2009-07-08 | 卢泉生 | Roadbed protecting wall |
| CN101487264A (en) * | 2009-02-18 | 2009-07-22 | 中国葛洲坝集团股份有限公司 | Ecological protection construction method for covering layer accumulation body slope |
| CN201439602U (en) * | 2009-07-31 | 2010-04-21 | 深圳九华济远环保科技有限公司 | Side slope structure formed by lengthened ecological bags |
| CN101818499A (en) * | 2010-03-05 | 2010-09-01 | 深圳市如茵生态环境建设有限公司 | Revegetation system on steep rocky slopes and implementing method thereof |
| CN202220342U (en) * | 2011-10-18 | 2012-05-16 | 重庆丹海实业有限公司 | Safe side slope structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888826A (en) * | 2012-10-31 | 2013-01-23 | 重庆丹海实业有限公司 | Hydro-fluctuation belt side slope ecological management method based on ecological bag |
| CN104153378A (en) * | 2014-08-06 | 2014-11-19 | 深圳万向泰富环保科技有限公司 | Soil slope protecting wall and protecting method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102425177B (en) | 2014-06-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202298556U (en) | Novel prevention structure for landslide converting-type debris flow | |
| CN202899165U (en) | T-shaped wallboard type retaining wall structure of highway subgrade | |
| CN207244654U (en) | Stake two layers of retaining wall structure of support | |
| CN108277814A (en) | Stake top counterfort wall supporting construction and construction method | |
| CN103526773A (en) | Cantilever type vertical anchor rod composite retaining wall and design and construction method thereof | |
| CN205591237U (en) | A make up and prevent and treat structure for mountain area height is filled | |
| CN102425177B (en) | Safe slope structure | |
| CN104612105B (en) | Reinforced concrete structural formula flood-control wall | |
| CN202220342U (en) | Safe side slope structure | |
| CN203668978U (en) | Anti-floating structure for subway tunnel | |
| CN203639941U (en) | Balance weight type retaining wall | |
| CN104480897B (en) | Flood prevention wall with small land occupation and wide application range | |
| CN208817103U (en) | A kind of buried oil/gas pipe protection falling rocks structure | |
| CN202627020U (en) | Gravity type anti-seismic retaining wall | |
| CN204080856U (en) | A kind of anchor pole drawing-type concrete retaining wall structure | |
| CN202627019U (en) | Balance weight type reinforced earth-retaining wall | |
| CN208088318U (en) | Stake top counterfort wall supporting construction | |
| CN206308583U (en) | A kind of mountain area side drainage structure | |
| CN205653803U (en) | High slope combination formula supporting construction | |
| CN206512539U (en) | A kind of new structure of leading the way | |
| CN105442615A (en) | Inverted-Y-shaped supporting structure for foundation pit engineering and construction method of inverted-Y-shaped supporting structure | |
| CN203346885U (en) | Device improving extraction-resistant ability of tie bars of reinforced retaining wall and novel retaining wall | |
| CN206800435U (en) | A kind of chiasma type suspended deck structure vertically developed long and narrow solution cavity and pushed | |
| CN205776269U (en) | A kind of side slope fixed structure using fixing compartment | |
| CN206570823U (en) | A kind of broken rock mass slope protective reinforcing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: CHONGQING DANHAI ECOLOGICAL ENVIRONMENT INDUSTRIAL Free format text: FORMER NAME: CHONGQING DANHAI INDUSTRIAL CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 401121 Chongqing new North Road No. 9, building 2, 7-2. Patentee after: Chongqing Danhai Industrial Co., Ltd. Address before: 401121, 6 building, No. 1, HSBC Road, North District, Chongqing, 3 Patentee before: Chongqing Danhai Industrial Co., Ltd. |
|
| 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: 20140625 Termination date: 20181018 |