CN103122641A - Slope reinforced structure and reinforcing method thereof - Google Patents
Slope reinforced structure and reinforcing method thereof Download PDFInfo
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- CN103122641A CN103122641A CN2012105950340A CN201210595034A CN103122641A CN 103122641 A CN103122641 A CN 103122641A CN 2012105950340 A CN2012105950340 A CN 2012105950340A CN 201210595034 A CN201210595034 A CN 201210595034A CN 103122641 A CN103122641 A CN 103122641A
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Abstract
The invention discloses a slope reinforced structure and a reinforcing method thereof. An intercepting drain (1) is arranged at the top of a slope. A drainage ditch (2) is formed in the surface of the slope. A drainage ditch (3) is formed in the bottom of the slope. A stone laying retaining wall (4) is arranged at a slope toe. The intercepting drain (1) is built by rubble. A C15 concrete cushion is arranged at the bottom of the intercepting drain (1). The slope reinforced structure relates to soil dressing spray-seeding technology and is capable of effectively reducing corrosion of organic base materials caused by slope surface rainwash and slope top runoff.
Description
Technical field
The invention belongs to the ecological protection technology field, relate to a kind of slope reinforcement structure and reinforcement means thereof.
Background technology
Need excavation slope is taked the preventive works measure secondary disaster that occurs to prevent slope instability in the engineering constructions such as traffic, water conservancy and urban construction.Alien earth sparging is one of technical measures of commonly using, and key technology is that the organic substrate that will guarantee to sow grass seeds by duster on domatic is in stable state.Present technical scheme is many to be improved to reach to the performance of organic substrate own and makes it be in the effect of stable state on the body of slope, as utilizes green additive, cementing agent (cement, solidifying stone etc.) to make organic substrate have some strength and can growing plant.But such technical scheme lacks intensive consideration to the processing of slope drainage, and long-term groundwater erosion and top, slope runoff cause the domatic factors of instability still to exist, and causes that easily the Secondary Geological Hazards such as landslide, mud-rock flow occur.
Summary of the invention
The object of the invention is to overcome the defective that above-mentioned technology exists, a kind of slope reinforcement structure and reinforcement means thereof are provided, is a kind of slope reinforcement structure of Seed spraying technology, can effectively reduce domatic rain drop erosion and top, slope runoff to the erosion of organic substrate.
Its concrete technical scheme is:
A kind of slope reinforcement structure is provided with catchwater on Slope top, the domatic gutter that is provided with, and at the bottom of the slope gutter, and toe is provided with the piling and layout of stones retaining wall, and described catchwater adopts free stone masonry, and the catchwater bottom is the C15 concrete cushion.
Further preferred, the distance of described distance between drains on domatic is 3m.
A kind of reinforcement means of slope reinforcement structure comprises the following steps:
1) at first cleared up the side slope foreign material, 3m place, top grouts the gutter one with stone on the distance slope, reserves the rainwater diffluence pass, drainage grade 2~4%;
2) piling and layout of stones retaining wall construction at the bottom of the slope, the domatic 1~1.5m of retaining wall distance, with cement mortar, that stone material is cemented together, the high 6~10m of body of wall, filling soil in the piling and layout of stones space;
3) domatic galvanized wire mesh and rivet are mated formation, and wire gauze adopts the 14# galvanized wire, and mesh 5*5, anchor pole are Φ 18 screw-thread steels, the distance of the domatic maintenance of net pitch of fins 7cm;
4) soil, organic matter, vegetable seeds, fertilizer are packed into plant biological bag, and with plant biological bag with high outside and low outside form bond at the slope edges place;
The organic substrate that 5) will be mixed by soil, cement, organic matter, green additive, water-loss reducer is sowed grass seeds by duster on domatic with spray seeder, guarantees to sow grass seeds by duster thickness 〉=10cm;
6) slope drainage is constructed;
7) drainage construction at the bottom of the slope.
Compared with prior art, beneficial effect of the present invention is:
The runoff on top, slope has at utmost been collected in the setting of present technique mesoslope top catchwater, then makes it flow into gutter at the bottom of the slope by the slope drainage ditch, and top, the slope runoff that prevents from knowing clearly reaches the domatic purpose of protection to domatic washing away and corrode.
Description of drawings
Fig. 1 is the schematic diagram of slope reinforcement structure of the present invention.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, technical scheme of the present invention is described in more detail.
A kind of slope reinforcement structure is provided with catchwater 1 on Slope top, the domatic gutter 2 that is provided with, and at the bottom of the slope, the gutter 3, and toe is provided with piling and layout of stones retaining wall 4, and described catchwater 1 adopts free stone masonry, and catchwater 1 bottom is the C15 concrete cushion.The distance at described 2 intervals, gutter on domatic is 3m.
A kind of reinforcement means of slope reinforcement structure comprises the following steps:
1) at first cleared up the side slope foreign material, 3m place, top grouts the gutter one with stone on the distance slope, reserves the rainwater diffluence pass, drainage grade 2~4%;
2) piling and layout of stones retaining wall construction at the bottom of the slope, the domatic 1~1.5m of retaining wall distance, with cement mortar, that stone material is cemented together, the high 6~10m of body of wall, filling soil in the piling and layout of stones space;
3) domatic galvanized wire mesh and rivet are mated formation, and wire gauze adopts the 14# galvanized wire, and mesh 5*5, anchor pole are Φ 18 screw-thread steels, the distance of the domatic maintenance of net pitch of fins 7cm;
4) soil, organic matter, vegetable seeds, fertilizer are packed into plant biological bag, and with plant biological bag with high outside and low outside form bond at the slope edges place;
The organic substrate that 5) will be mixed by soil, cement, organic matter, green additive, water-loss reducer is sowed grass seeds by duster on domatic with spray seeder, guarantees to sow grass seeds by duster thickness 〉=10cm;
6) slope drainage is constructed;
7) drainage construction at the bottom of the slope.
The above; only be the better specific embodiment of the present invention; protection scope of the present invention is not limited to this; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses, the simple change of the technical scheme that can obtain apparently or equivalence are replaced and are all fallen within the scope of protection of the present invention.
Claims (3)
1. slope reinforcement structure, it is characterized in that, push up at Slope and be provided with catchwater (1), the domatic gutter (2) that is provided with, gutter at the bottom of the slope (3), toe is provided with piling and layout of stones retaining wall (4), and described catchwater (1) adopts free stone masonry, and catchwater (1) bottom is the C15 concrete cushion.
2. slope reinforcement structure according to claim 1, is characterized in that, the distance at described interval, gutter (2) on domatic is 3m.
3. the reinforcement means of the described slope reinforcement structure of claim 1, is characterized in that, comprises the following steps:
1) at first cleared up the side slope foreign material, 3m place, top grouts the gutter one with stone on the distance slope, reserves the rainwater diffluence pass, drainage grade 2~4%;
2) piling and layout of stones retaining wall construction at the bottom of the slope, the domatic 1~1.5m of retaining wall distance, with cement mortar, that stone material is cemented together, the high 6~10m of body of wall, filling soil in the piling and layout of stones space;
3) domatic galvanized wire mesh and rivet are mated formation, and wire gauze adopts the 14# galvanized wire, and mesh 5*5, anchor pole are Φ 18 screw-thread steels, the distance of the domatic maintenance of net pitch of fins 7cm;
4) soil, organic matter, vegetable seeds, fertilizer are packed into plant biological bag, and with plant biological bag with high outside and low outside form bond at the slope edges place;
The organic substrate that 5) will be mixed by soil, cement, organic matter, green additive, water-loss reducer is sowed grass seeds by duster on domatic with spray seeder, guarantees to sow grass seeds by duster thickness 〉=10cm;
6) slope drainage is constructed;
7) drainage construction at the bottom of the slope.
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Cited By (18)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103410159A (en) * | 2013-08-13 | 2013-11-27 | 南昌工程学院 | Expansive soil cut slope support structure and construction method thereof |
CN103828633A (en) * | 2013-12-05 | 2014-06-04 | 大连环复生态技术有限公司 | Vegetation bag slope protection vegetation restoration method and structure |
CN103866774A (en) * | 2014-03-31 | 2014-06-18 | 张锦宇 | Ditch pipe network protection body for slope protection and collapsing hill drainage and soil fixation |
CN104196038A (en) * | 2014-08-15 | 2014-12-10 | 申新山 | High and steep rock side slope active protection method and facility |
CN105484273A (en) * | 2015-11-20 | 2016-04-13 | 天津市建筑科学研究院有限公司 | Method for preventing pipeline from being blocked by too-wet dressing soil in slope dressing soil dry-spraying operation |
CN105684780A (en) * | 2016-01-29 | 2016-06-22 | 任起亮 | Composition for vertical mountain greening and application thereof |
CN106012971A (en) * | 2016-06-12 | 2016-10-12 | 江苏建筑职业技术学院 | Vegetation concrete protection slope and construction method thereof |
CN106869131A (en) * | 2017-02-21 | 2017-06-20 | 浙江水利水电学院 | A kind of construction method of stone surface spray shield concrete |
CN106906817A (en) * | 2017-02-21 | 2017-06-30 | 浙江水利水电学院 | A kind of method of utilization concrete filling block crack of stone gap |
CN106917408A (en) * | 2017-02-21 | 2017-07-04 | 浙江水利水电学院 | A kind of slope shoulder building stones gap sprinkling irrigation concrete construction method |
CN106930299A (en) * | 2017-02-21 | 2017-07-07 | 浙江水利水电学院 | A kind of concrete half fills block stone construction method |
CN107836288A (en) * | 2017-10-19 | 2018-03-27 | 西藏俊富环境恢复有限公司 | A kind of dangerous slope reinforces multiple green clothing and put and the multiple method for green of dangerous slope reinforcing |
CN107964967A (en) * | 2017-12-27 | 2018-04-27 | 中国地质大学(武汉) | A kind of robust structure and construction method for ecological treatment of slope |
CN109930555A (en) * | 2019-04-24 | 2019-06-25 | 江苏兴鹏基础工程有限公司 | A kind of construction method of bank strengthening |
CN109958011A (en) * | 2017-12-23 | 2019-07-02 | 侯林杰 | A kind of slope surface subgrade protection structure |
CN111593750A (en) * | 2020-06-12 | 2020-08-28 | 中国建筑材料工业地质勘查中心湖南总队 | Surface mine abrupt slope ecological restoration structure and restoration method |
CN112442996A (en) * | 2020-11-06 | 2021-03-05 | 上海建工七建集团有限公司 | Slope protection structure and method applied to hilly area |
CN114642134A (en) * | 2022-02-15 | 2022-06-21 | 东南大学 | Sustainable flexible slope protection method and system for planting and greening high and steep side slope of arsenopyrite |
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Cited By (25)
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CN103410159A (en) * | 2013-08-13 | 2013-11-27 | 南昌工程学院 | Expansive soil cut slope support structure and construction method thereof |
CN103410159B (en) * | 2013-08-13 | 2015-07-15 | 南昌工程学院 | Expansive soil cut slope support structure and construction method thereof |
CN103828633A (en) * | 2013-12-05 | 2014-06-04 | 大连环复生态技术有限公司 | Vegetation bag slope protection vegetation restoration method and structure |
CN103828633B (en) * | 2013-12-05 | 2015-10-28 | 大连环复生态技术有限公司 | The multiple method for green of vegetation bag bank protection and multiple green structure |
CN103866774A (en) * | 2014-03-31 | 2014-06-18 | 张锦宇 | Ditch pipe network protection body for slope protection and collapsing hill drainage and soil fixation |
CN104196038A (en) * | 2014-08-15 | 2014-12-10 | 申新山 | High and steep rock side slope active protection method and facility |
CN105484273A (en) * | 2015-11-20 | 2016-04-13 | 天津市建筑科学研究院有限公司 | Method for preventing pipeline from being blocked by too-wet dressing soil in slope dressing soil dry-spraying operation |
CN105484273B (en) * | 2015-11-20 | 2018-07-24 | 天津市建筑科学研究院有限公司 | A kind of dry method sprayed anti-soil moved in improve the original overly moist in operation and block pipeline of side slope soil moved in improve the original |
CN105684780A (en) * | 2016-01-29 | 2016-06-22 | 任起亮 | Composition for vertical mountain greening and application thereof |
CN106012971A (en) * | 2016-06-12 | 2016-10-12 | 江苏建筑职业技术学院 | Vegetation concrete protection slope and construction method thereof |
CN106930299A (en) * | 2017-02-21 | 2017-07-07 | 浙江水利水电学院 | A kind of concrete half fills block stone construction method |
CN106906817A (en) * | 2017-02-21 | 2017-06-30 | 浙江水利水电学院 | A kind of method of utilization concrete filling block crack of stone gap |
CN106917408A (en) * | 2017-02-21 | 2017-07-04 | 浙江水利水电学院 | A kind of slope shoulder building stones gap sprinkling irrigation concrete construction method |
CN106869131A (en) * | 2017-02-21 | 2017-06-20 | 浙江水利水电学院 | A kind of construction method of stone surface spray shield concrete |
CN106869131B (en) * | 2017-02-21 | 2018-10-09 | 成龙建设集团有限公司 | A kind of construction method of stone surface spray shield concrete |
CN106906817B (en) * | 2017-02-21 | 2019-02-26 | 浙江水利水电学院 | A method of utilizing concrete filling block crack of stone gap |
CN106930299B (en) * | 2017-02-21 | 2019-04-09 | 浙江水利水电学院 | A kind of half filling block stone construction method of concrete |
CN106917408B (en) * | 2017-02-21 | 2019-04-09 | 浙江水利水电学院 | A kind of slope shoulder building stones gap sprinkling irrigation concrete construction method |
CN107836288A (en) * | 2017-10-19 | 2018-03-27 | 西藏俊富环境恢复有限公司 | A kind of dangerous slope reinforces multiple green clothing and put and the multiple method for green of dangerous slope reinforcing |
CN109958011A (en) * | 2017-12-23 | 2019-07-02 | 侯林杰 | A kind of slope surface subgrade protection structure |
CN107964967A (en) * | 2017-12-27 | 2018-04-27 | 中国地质大学(武汉) | A kind of robust structure and construction method for ecological treatment of slope |
CN109930555A (en) * | 2019-04-24 | 2019-06-25 | 江苏兴鹏基础工程有限公司 | A kind of construction method of bank strengthening |
CN111593750A (en) * | 2020-06-12 | 2020-08-28 | 中国建筑材料工业地质勘查中心湖南总队 | Surface mine abrupt slope ecological restoration structure and restoration method |
CN112442996A (en) * | 2020-11-06 | 2021-03-05 | 上海建工七建集团有限公司 | Slope protection structure and method applied to hilly area |
CN114642134A (en) * | 2022-02-15 | 2022-06-21 | 东南大学 | Sustainable flexible slope protection method and system for planting and greening high and steep side slope of arsenopyrite |
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Application publication date: 20130529 |