CN206256454U - A kind of massif ecological slope protection structure - Google Patents
A kind of massif ecological slope protection structure Download PDFInfo
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- CN206256454U CN206256454U CN201621341084.6U CN201621341084U CN206256454U CN 206256454 U CN206256454 U CN 206256454U CN 201621341084 U CN201621341084 U CN 201621341084U CN 206256454 U CN206256454 U CN 206256454U
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- massif
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- 239000011449 brick Substances 0.000 claims abstract description 52
- 230000009466 transformation Effects 0.000 claims abstract description 38
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 31
- 239000004576 sand Substances 0.000 claims abstract description 17
- 238000003860 storage Methods 0.000 claims abstract description 14
- 230000002459 sustained effect Effects 0.000 claims abstract description 3
- 230000002787 reinforcement Effects 0.000 claims description 10
- 239000004746 geotextile Substances 0.000 claims description 6
- 239000011347 resin Substances 0.000 claims description 6
- 229920005989 resin Polymers 0.000 claims description 6
- 238000003491 array Methods 0.000 claims description 3
- 229910003460 diamond Inorganic materials 0.000 claims description 3
- 239000010432 diamond Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 238000004162 soil erosion Methods 0.000 abstract description 5
- 239000002689 soil Substances 0.000 description 12
- 238000010521 absorption reaction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 230000002708 enhancing effect Effects 0.000 description 3
- 230000001131 transforming effect Effects 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 241000345998 Calamus manan Species 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000005574 cross-species transmission Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 235000012950 rattan cane Nutrition 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
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- Revetment (AREA)
- Road Paving Structures (AREA)
Abstract
A kind of massif ecological slope protection structure, it is related to bringing soil erosion under control technical field, including transformation slopes, transformation slopes are arranged on massif body top, transformation slopes include sand blotter and bank protection brick layer, sand blotter is laid on massif body surface, bank protection brick layer is laid on sand blotter surface, revetment brick layer surface kind has liana lawn, bank protection brick layer is formed by revetment brick laying, water storage cavity is provided with inside revetment brick, surface is provided with leaking hole, the side wall interconnected positioned at the adjacent revetment brick of sustained height is provided with osculum, and it is connected with rainwater-collecting pipeline at the osculum of transformation slopes both sides.This programme, when amount of rainfall is larger by absorbing the part rainwater on top layer in time, reduces rainwater and washes away dynamics to massif bank protection, so as to reduce the phenomenon of landslide by providing a kind of massif ecological slope protection structure.
Description
Technical field
The utility model is related to bringing soil erosion under control technical field, more particularly to a kind of massif ecological slope protection structure.
Background technology
China's Mountain Area area is vast, in addition traffic in recent years develop rapidly with all kinds of exploited thecoal mine extensions, enter one
Step exacerbates soil erosion, and soil erosion is distributed widely in each provinces, autonomous regions and municipalities of China.Cultivated land area, soil is caused to move back
Change, aggravate flood, deteriorate ecological environment, serious harm is brought to the national economic development and people's production, life, into
It is the No.1 environmental problem of China.In actual life, there are massif, the road particularly just built in the one or both sides of many roads
Road, in blowing and raining, the mudstone on massif is easy to roll down on road, or landslide caves in and blocks road, to row
Potential safety hazard is brought through the vehicle and pedestrian in the section.For such case, the measure for generally using has：One is destroyed
Vegetation in massif kind, its time is long, is easily washed away by rainwater when vegetation is just planted；Two is the massif upper in destruction
Concrete, its effect is obvious, but quantities is big, and high cost.
Utility model content
The purpose of this utility model is to provide a kind of massif ecological slope protection structure, when amount of rainfall is larger by suction in time
The part rainwater on top layer is received, is reduced rainwater and dynamics is washed away to massif bank protection, so as to reduce the phenomenon of landslide.
Above-mentioned purpose of the present utility model technical scheme is that：A kind of massif ecological revetment knot
Structure, including transformation slopes, transformation slopes are arranged on massif body top, and transformation slopes include sand blotter and bank protection brick layer,
Sand blotter is laid on massif body surface, and bank protection brick layer is laid on sand blotter surface, and revetment brick layer surface kind has rattan
This lawn, bank protection brick layer is formed by revetment brick laying, and water storage cavity is provided with inside revetment brick, and surface is provided with leaking hole, positioned at same
The side wall that the adjacent revetment brick of height is interconnected is provided with osculum, and is connected with the osculum of transformation slopes both sides
Rainwater-collecting pipeline.
By using above-mentioned technical proposal, transformation slopes are set above massif body, massif is improved by transforming slopes
The ability of body water conservation.Sand blotter plays ground effect, tamps the soil body of massif body surface；In transformation slopes table
After face laying bank protection brick layer, revetment brick is acted on transformation slopes with compacting so that transformation slope surface is connected by consolidation,
The soil that revetment brick can also reduce massif body when raining is loose by rainwater punching, reduces the possibility of landslide；Transformation
The rainwater of slope surface is seeped into water storage cavity by the leaking hole of revetment brick, therefore, it is possible to the quick rain for absorbing transformation slope surface
Water；Simultaneously in transformation slope surface plantation vegetation, the function that vegetation had both had water conservation, conserved water and soil from a long-term perspective,
There is the effect of purify air again；Osculum is set in the side wall of revetment brick, osculum is by the water storage cavity phase in adjacent revetment brick
It is intercommunicated, when the water in water storage cavity is more, finally it is discharged in rainwater-collecting pipeline by the osculum for connecting and is collected,
Recoverable.
Preferably, revetment brick layer surface is cast with concrete reinforcement, and reinforcement is in some connected diamond arrays.
By using above-mentioned technical proposal, concrete reinforcement is set in revetment brick layer surface, reinforcement is in longitudinal direction and horizontal stroke
To all playing certain supporting role to bank protection brick layer；Additionally, continuous rhombus causes that revetment brick is linked to be in transformation slope surface
One entirety, is conducive to the structural stability of enhancing transformation slopes, impact resistance enhancing.
Preferably, revetment brick surface is provided with the plantation hole to lower recess, and liana lawn kind is in plantation hole.
By using above-mentioned technical proposal, liana planting lawn does not both interfere with revetment brick in special plantation hole
Drain function, can improve environment by ecological means again.
Preferably, the earth surfaces in plantation hole are equipped with geotextiles.
Sufficient strength can be kept under dry and wet state by using above-mentioned technical proposal, geotextiles, and corrosion-resistant, energy
The soil and water of different pH values are adapted to, and does not receive microorganism and infringement of damaging by worms, it is often more important that had very by geotextiles
Fine and close cavernous structure, if spill-over is out after rainwater is infiltered in plantation hole, the larger solid matter of the particle carried in rainwater is not
Soil erosion in plantation hole can be prevented by the aperture of geotextiles.
Preferably, the bottom of transformation slopes is provided with gutter, and gutter periphery is provided with vertical safe enclosing.
By using above-mentioned technical proposal, vertical safe enclosing is set in the bottom of transformation slopes, it is assumed that rainfall reaches
The degree that transformation slopes cannot absorb in time again, rainwater is guttered down, and safety screen can block the water for flowing down to a certain extent,
And water is drained into other places by gutter, prevent water from flowing to and trigger security incident on highway.
Preferably, transformation slopes are in multistage inclined stepped setting, and transformation slopes include step surface and inclined plane, platform
Terrace is uniformly equipped with concrete layer, and bank protection brick layer is laid on inclined plane.
By using above-mentioned technical proposal, transformation slopes are arranged to multistage inclined stepped, will thus transform slope
Body has been divided into some sections of connection, and every section all separate but be connected to each other to an entirety, does not interfere with each other, i.e.,
Make a certain section ladder there occurs that landslide also can not necessarily cause entirely to transform slopes to come down, improve massif protective slope structure
Security；And the concrete layer of step surface can accept the soil that top gutters down, the soil amount for continuing down to trickle is reduced.
Preferably, it is filled with high hydroscopic resin in water storage cavity.
By using above-mentioned technical proposal, a large amount of rain of top can be absorbed due to the water storage cavity of high hydroscopic resin filling
Water because high hydroscopic resin have absorptance itself conduct oneself with dignity hundreds of to thousands of times of water high water absorption functions, with water absorbing capacity it is high,
The fast advantage of absorption speed, when amount of rainfall is larger, revetment brick can quickly absorb the substantial amounts of rainwater in ground, reduce rainwater to transformation
The scouring intensity of slopes.
Preferably, it is covered with GSZ in sand blotter.
By using above-mentioned technical proposal, GSZ intensity is big, corrosion-resistant, adapts to all kinds of ambient soils, can be effective
Interlocking, the interlocking of reinforcement loading end are improved, the bearing capacity of the enhancing transformation slopes of high degree effectively constrains the soil body
Lateral displacement, makes transformation slopes have firm performance, and the structural strength that improvement massif slopes are caused by rain drop erosion is low, easy
The phenomenon on landslide.
To sum up, a kind of massif ecological slope protection structure described in the utility model, has in rainfall and rapidly and efficiently absorbs rain
The ability of water, while water absorption is very big, thus reduce amount of rainfall it is excessive when to the scouring intensity of massif, reduce rainwater to soil
The impulsive force of earth, reduces the possibility that landslide occurs in massif.
Brief description of the drawings
Fig. 1 is improved massif schematic cross-section；
Fig. 2 is improved massif schematic perspective view；
Fig. 3 is revetment brick sectional view；
Fig. 4 is osculum and rainwater-collecting pipeline schematic diagram.
Reference：1st, massif body；2nd, slopes are transformed；2a, step surface；2b, inclined plane；201st, sand blotter；
202nd, bank protection brick layer；2021st, revetment brick；2021a, water storage cavity；2021b, leaking hole；2021c, osculum；2021d, plantation hole；
3rd, rainwater-collecting pipeline；4th, reinforcement；5th, liana lawn；6th, gutter；7th, safe enclosing；8th, concrete layer.
Specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
As shown in figure 1, a kind of massif ecological slope protection structure, including transformation slopes 2, transforming slopes 2 includes sand blotter
201 and 2021 layer 202 of revetment brick, sand blotter 201 is laid in the surface of massif body 1, and sand blotter 201 and is covered with soil
Work grid, revetment brick is laid on the surface of sand blotter 201 for 2021 layer 202.
As shown in Fig. 2 ~ 4, revetment brick is formed for 2021 layer 202 by the laying of revetment brick 2021, and storage is provided with inside revetment brick 2021
Water cavity 2021a, is filled with high hydroscopic resin in water storage cavity 2021a, the surface of revetment brick 2021 is provided with leaking hole 2021b, position by the top
The side wall interconnected in the adjacent revetment brick 2021 of sustained height is provided with osculum 2021c, and positioned at transformation slopes 2 both sides
Osculum 2021c at be connected with rainwater-collecting pipeline 3.The surface of revetment brick 2021 is provided with the plantation hole 2021d to lower recess, plants
Plant to be filled with soil in the 2021d of hole and plant and be implanted with liana lawn 5, earth surfaces are equipped with geotextiles.
2021 layer of 202 surface casting of revetment brick has concrete reinforcement 4, and reinforcement 4 is in some connected diamond arrays.
Transformation slopes 2 are in multistage inclined stepped setting, and transformation slopes 2 include step surface 2a and inclined plane 2b, platform
Terrace 2a is uniformly equipped with concrete layer 8, and revetment brick is laid on inclined plane 2b for 2021 layer 202.The bottom for transforming slopes 2 is provided with row
Ditch 6, the periphery of gutter 6 is provided with vertical safe enclosing 7.
During the rainy day, rainwater is flowed into water storage cavity 2021a through the leaking hole 2021b on the surface of revetment brick 2021, due to high water absorption
The powerful water absorbing capacity of resin fully can sponge rainwater, even if also part rainwater has little time to be absorbed, in water storage cavity
Circulated in 2021a and the osculum 2021c by side wall flows to transformation slopes 2 both sides, then from the row of transformation slopes 2 both sides
Water hole 2021c is discharged in rainwater-collecting pipeline 3.On the one hand the force of rain can be alleviated, the rainwater being on the other hand collected can also be sharp again
With the rainwater major part on ground can be absorbed in time, effectively reduce the phenomenon that massif comes down.Additionally, guttering down
Rainwater other places are drained into by gutter 6, safe enclosing 7 prevents muddy water from flowing on highway.
This specific embodiment is only that, to explanation of the present utility model, it is not to limitation of the present utility model, ability
Field technique personnel can make the modification without creative contribution to the present embodiment as needed after this specification is read, but
As long as all being protected by Patent Law in right of the present utility model.
Claims (8)
1. a kind of massif ecological slope protection structure, including transformation slopes（2）, transform slopes（2）It is arranged on massif body（1）Top,
It is characterized in that：Transformation slopes（2）Including sand blotter（201）And revetment brick（2021）Layer（202）, sand blotter
（201）It is laid on massif body（1）Surface, revetment brick（2021）Layer（202）It is laid on sand blotter（201）Surface, bank protection
Brick（2021）Layer（202）Surface kind has liana lawn（5）, revetment brick（2021）Layer（202）By revetment brick（2021）Laying is formed,
Revetment brick（2021）Inside is provided with water storage cavity（2021a）, surface is provided with leaking hole（2021b）, positioned at the adjacent shield of sustained height
Slope brick（2021）The side wall of interconnection is provided with osculum（2021c）, and positioned at transformation slopes（2）The osculum of both sides
（2021c）Place is connected with rainwater-collecting pipeline（3）.
2. a kind of massif ecological slope protection structure according to claim 1, it is characterised in that：The revetment brick（2021）Layer
（202）Surface casting has concrete reinforcement（4）, and reinforcement（4）In some connected diamond arrays.
3. a kind of massif ecological slope protection structure according to claim 1, it is characterised in that：The revetment brick（2021）Surface
It is provided with the plantation hole to lower recess（2021d）, liana lawn（5）Plant in plantation hole（2021d）It is interior.
4. a kind of massif ecological slope protection structure according to claim 3, it is characterised in that：The plantation hole（2021d）It is interior
Earth surfaces be equipped with geotextiles.
5. a kind of massif ecological slope protection structure according to claim 1, it is characterised in that：The transformation slopes（2）Bottom
Portion is provided with gutter（6）, gutter（6）Periphery is provided with vertical safe enclosing（7）.
6. a kind of massif ecological slope protection structure according to claim 1, it is characterised in that：The transformation slopes（2）In many
The inclined stepped setting of level, and transformation slopes（2）Including step surface（2a）And inclined plane（2b）, step surface（2a）Uniform laying
There is concrete layer（8）, revetment brick（2021）Layer（202）It is laid on inclined plane（2b）.
7. a kind of massif ecological slope protection structure according to claim 1, it is characterised in that：The water storage cavity（2021a）It is interior
It is filled with high hydroscopic resin.
8. a kind of massif ecological slope protection structure according to claim 1, it is characterised in that：The sand blotter（201）
Inside it is covered with GSZ.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621341084.6U CN206256454U (en) | 2016-12-07 | 2016-12-07 | A kind of massif ecological slope protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621341084.6U CN206256454U (en) | 2016-12-07 | 2016-12-07 | A kind of massif ecological slope protection structure |
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| Publication Number | Publication Date |
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| CN206256454U true CN206256454U (en) | 2017-06-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201621341084.6U Expired - Fee Related CN206256454U (en) | 2016-12-07 | 2016-12-07 | A kind of massif ecological slope protection structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386419A (en) * | 2017-09-14 | 2017-11-24 | 安徽金贺财建筑工程有限公司 | A kind of slope soil erosion protection works |
| CN110042799A (en) * | 2019-04-28 | 2019-07-23 | 徐盼 | A kind of protection slope structure |
| CN110106897A (en) * | 2019-06-13 | 2019-08-09 | 徐州工程学院 | A kind of massif slope protection adapting to monsoon climate |
| CN111926829A (en) * | 2020-07-15 | 2020-11-13 | 四川盐业地质钻井大队 | High slope treatment method |
| CN113152319A (en) * | 2021-05-11 | 2021-07-23 | 安徽省交通规划设计研究总院股份有限公司 | Assembly type flexible drainage structure and construction method thereof |
| CN114351736A (en) * | 2022-03-01 | 2022-04-15 | 贵州省交通规划勘察设计研究院股份有限公司 | A drainage reinforcement structure for deep landslide treatment |
-
2016
- 2016-12-07 CN CN201621341084.6U patent/CN206256454U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107386419A (en) * | 2017-09-14 | 2017-11-24 | 安徽金贺财建筑工程有限公司 | A kind of slope soil erosion protection works |
| CN110042799A (en) * | 2019-04-28 | 2019-07-23 | 徐盼 | A kind of protection slope structure |
| CN110106897A (en) * | 2019-06-13 | 2019-08-09 | 徐州工程学院 | A kind of massif slope protection adapting to monsoon climate |
| CN110106897B (en) * | 2019-06-13 | 2020-11-06 | 徐州工程学院 | Mountain slope protection suitable for monsoon climate |
| CN111926829A (en) * | 2020-07-15 | 2020-11-13 | 四川盐业地质钻井大队 | High slope treatment method |
| CN113152319A (en) * | 2021-05-11 | 2021-07-23 | 安徽省交通规划设计研究总院股份有限公司 | Assembly type flexible drainage structure and construction method thereof |
| CN114351736A (en) * | 2022-03-01 | 2022-04-15 | 贵州省交通规划勘察设计研究院股份有限公司 | A drainage reinforcement structure for deep landslide treatment |
| CN114351736B (en) * | 2022-03-01 | 2024-02-09 | 贵州理工学院 | Drainage reinforced structure for deep landslide control |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170616 Termination date: 20211207 |