CN206693140U - A kind of protection slope - Google Patents
A kind of protection slope Download PDFInfo
- Publication number
- CN206693140U CN206693140U CN201720428241.5U CN201720428241U CN206693140U CN 206693140 U CN206693140 U CN 206693140U CN 201720428241 U CN201720428241 U CN 201720428241U CN 206693140 U CN206693140 U CN 206693140U
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- slopes
- ecology bag
- protection slope
- slope
- plane
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of protection slope,Including ground and slopes,The slopes are divided into slopes and lower slopes,Platform is provided between the upper slopes and lower slopes,The grouting and consolidation on foundation,Coarse sand bed course is sequentially provided with the inclined-plane of the slopes from inside to outside,Metalling,Banket or back fill course and ecology bag,The ecology bag is interconnected to an entirety by engineering linking fastener,Kind is implanted with slope-protecting vegetation in the ecology bag,It is also equidistant on the inclined-plane of the slopes to be provided with and domatic vertical fixing anchor bar,The platform both sides are equipped with drainage ditch,The top of the upper slopes is provided with flower pond,The utility model incorporation engineering mechanics,Agrology,The subject knowledges such as ecological and botany,Obtain a kind of collection civil engineering structure,Greening,Environmental protection is in the protection slope of one,Overall structure is stable,Load capacity is strong,Impact resistance is good,Block-water effect is good,It is and co-melting with surrounding enviroment,With good ecological, environmental protective effect.
Description
Technical field
Hydraulic engineering technical field is the utility model is related to, especially a kind of protection slope.
Background technology
The phenomenon of China's soil erosion at present is extremely serious, for prevention soil and water loss, prevents avalanche, meets antiseepage, anti-impact
Deng requirement, revetment need to be carried out to the quaywalls such as dykes and dams, water conservancy irrigation canals and ditches, spillway or side slope, is added in domatic build slope protection works
Gu.The build of bank protection, can effectively prevent it is domatic corrode by washing away, while save cost and man-hour than cutting slope again.Common
Slope protection works has：Dry-laid rubble bank protection, mortar rubble masonry pavement, trellis moulding bank protection, concrete revetment, whitewashing or pneumatically placed concrete shield
Slope, anchoring method bank protection etc., due to the inherent characteristic of hard material so that these bank protection profiles are more mechanical, it is difficult to ring around
Border is coordinated, and ecological, environmental protective effect is also poor.
With making constant progress for society, hydraulic engineering technical staff no longer meets when designing and building bank protection
In simple soil erosion safeguard function, a kind of subject knowledges such as engineering mechanics, agrology, ecology and botany that combine
Ecological revetment more receives the attention of people.After excavation slope is formed, by planting plants, plant and rock, the soil body are utilized
Interaction (root system anchoring effect) side slope top layer is protected, reinforced, and increases the stability of bank structure, is allowed to expire
The stable requirement in sufficient side slope top layer, and can provide habitat for biological growth, recover destroyed natural ecological environment, so
Mostly it is difficult to take into account ecological and engineering mechanics and hydraulic engineering technical staff is when designing bank protection, often attends to one thing and lose sight of another, make
Or it is exactly that rigidity is too strong to obtain existing bank protection, ecological balance function is lacked, otherwise it is exactly overall structure stability and intensity
Relatively low, block-water effect is poor so that the phenomenon to collapse usually occurs in slopes, it is difficult to meets actual use demand.
The content of the invention
In order to solve the deficiencies in the prior art, the purpose of this utility model is to provide a kind of collection civil engineering structure, green
Change, the environmentally friendly protection slope in one, learned from design angle incorporation engineering mechanics, agrology, ecology and botany etc.
Section's knowledge, make its overall structure stable, load capacity is strong, and impact resistance is good, and block-water effect is good, and co-melting with surrounding enviroment,
With good ecological, environmental protective effect.
In order to realize above-mentioned technical purpose, the technical solution of the utility model is：
A kind of protection slope, including ground and slopes, the slopes are divided into slopes and lower slopes, the upper slopes
Platform is provided between lower slopes, the slopes are built, the ground is set based on ground along trimmed side slope contour line
There is grouting and reinforcing layer, the lower slopes gradient is delayed in 1:0.5, the upper slopes gradient is suddenly in 1:1, on the inclined-plane of the slopes by
Coarse sand bed course, metalling, fill stratum and ecology bag are sequentially provided with from inside to outside, and the ecology bag is connected with each other by engineering linking fastener
Into an entirety, kind is implanted with slope-protecting vegetation in the ecology bag, on the inclined-plane of the slopes also it is equidistant be provided with it is domatic vertical
Fixing anchor bar, the platform both sides are equipped with drainage ditch, and the top of the upper slopes is provided with flower pond, and described flower pond is used to obstruct
The ponding on road surface, drainage ditch is provided between the colored pond and road surface on the right side of Hua Chi.
Further, described grouting and reinforcing layer is cement mortar injection forming, and the cement mortar ratio of mud is 1:1.
Further, the interior laminate layer of banketing is equipped with GSZ.
Further, the ecology bag is geotechnological cloth bag.
Further, the lower slopes ecology bag is set for bond, the ecology bag lower surface of the lower slopes top of the slope laying
Provided with the film that blocks water, set fixing anchor bar spacing is 1 meter on the lower slopes inclined-plane.
Further, the upper slopes ecology bag tiling is set, the upper slopes ecology bag and banket or back fill course it
Between be equipped with the film that blocks water, set fixing anchor bar spacing is 2 meters on the upper slopes inclined-plane.
Further, the fixing anchor bar grows 0.7 meter, and the depth of the fixing anchor bar insertion slopes is not less than 0.5 meter.
Further, the domatic lateral separation is laid with drainpipe, and the draining tube wall is provided with perforation, the row
Water pipe outer surface and both ends port are wrapped up with geotextiles.
Further, capping has drainage grill above the drainage ditch.
Further, it is equipped with draining brick on the platform.
Using above-mentioned technical scheme, the beneficial effects of the utility model are：From design angle incorporation engineering mechanics, soil
The subject knowledges such as, ecological and botany, acquisition is a kind of to integrate civil engineering structure, greening, the hydraulic engineering of environmental protection
Bank protection, using effective bank protection, solid slope means, make its overall structure stable, load capacity is strong, and impact resistance is good, and block water effect
Fruit is good, and co-melting with surrounding enviroment, has good ecological, environmental protective effect.
Brief description of the drawings
The utility model is further elaborated with reference to the accompanying drawings and detailed description：
Fig. 1 is the utility model structure diagram 1；
Fig. 2 is that slopes ecology bag puts schematic diagram on the utility model；
Fig. 3 is that slopes ecology bag puts schematic diagram under the utility model.
Embodiment
As shown in Fig. 1 to one of 3, the utility model includes ground 1 and slopes, and the slopes are divided into slopes 2 and descending
Body 3, platform 4 is provided between the upper slopes 2 and lower slopes 3, the slopes are taken turns based on ground 1 along trimmed side slope 5
Profile and build, the ground 1 is provided with grouting and reinforcing layer, and injecting paste material used in grouting and reinforcing layer is cement mortar, the cement
Pulp-water gray scale is 1:1, by the way that slurries are injected in the hole of rock or the soil body, after grout cures, greatly improve the whole of ground
Body intensity, while the Mechanical Characters of Composite Ground of ground is also changed, so as to enhance the stability of ground.
The utility model is repaired to original side slope 5 so that the lower slopes gradient is delayed in 1:0.5, the upper slopes
The gradient is suddenly in 1:1, coarse sand bed course 6, metalling 7 are sequentially provided with the inclined-plane of the slopes from inside to outside, is banketed or back fill course 8
With ecology bag 9, the interior laminate layer of fill stratum 8 is equipped with GSZ, and the GSZ is as flexible reinforcement body, soil point
Layer is filled in GSZ, and through compacting, by the friction between GSZ and the filling soil body and interlocking, forms one
Individual flexible bank protection face, the ecology bag 9 are geotechnological cloth bag, and the ecology bag 9 is interconnected to one by engineering linking fastener 10
Overall, kind is implanted with slope-protecting vegetation in the ecology bag 9, and the root system of vegetation can play very strong anchorage effect.
In view of the different influences to slope structure stability of the domatic gradient, the utility model is to the domatic of different gradient
Using different slope structure forms, the lower slopes gradient is delayed in 1:0.5, using bond formula, ecology bag is folded from bottom to top along toe
Build and set, the upper slopes gradient is suddenly in 1:1, using flush system, ecology bag is laid from top to bottom along domatic.
In order to further lift slope structure stability, also equidistantly it is provided with the inclined-plane of the slopes and consolidates with domatic vertical
Determine anchor pole, the fixing anchor bar grows 0.7 meter, and the depth of the fixing anchor bar insertion slopes cannot be less than 0.5 meter, the lower slopes
Set fixing anchor bar spacing is 1 meter on inclined-plane, and set fixing anchor bar spacing is 2 meters on the upper slopes inclined-plane.
Draining brick is equipped with the platform 4, the both sides of platform 4 are equipped with drainage ditch 11, and the top of the upper slopes is provided with
Flower pond 12, the right side in the colored pond is a level road 13, and drainage ditch 11 is provided between the colored pond 12 and road surface 13, described
Flower pond 12 is used for the ponding for obstructing road surface on the right side of colored pond, and being covered above the drainage ditch has drainage grill, to prevent debris from falling
Enter and drainage ditch is blocked in drainage ditch.
The ecology bag lower surface that slopes top of the slope is laid under the utility model is provided with the film 14 that blocks water, and upper slopes ecology bag is with banketing
Or the film 14 that blocks water is equipped between back fill course, to prevent surface water from being permeated to slopes, prevent slopes because of water swelling, weightening
Cause to cave in etc. factor, prevent platform protuberance, road surface subsidence.
Further, the domatic lateral separation is laid with drainpipe 15, and the tube wall of drainpipe 15 is provided with perforation, institute
State draining tube outer surface and both ends port is wrapped up with geotextiles.
Described above is embodiment of the present utility model, to those skilled in the art, according to of the present utility model
Teaching, in the case where not departing from principle of the present utility model and spirit it is all done according to present utility model application the scope of the claims it is equal
Deng change, modification, replacement and modification, it should all belong to covering scope of the present utility model.
Claims (10)
1. a kind of protection slope, including ground and slopes, the slopes are divided into slopes and lower slopes, the upper slopes and
Platform is provided between lower slopes, the slopes are built based on ground along trimmed side slope contour line, it is characterised in that：
Described ground is provided with grouting and reinforcing layer, and the lower slopes gradient is delayed in 1:0.5, the upper slopes gradient is suddenly in 1:1, the slope
Coarse sand bed course, metalling, fill stratum and ecology bag are sequentially provided with the inclined-plane of body from inside to outside, the ecology bag passes through engineering chain
Connect button and be interconnected to an entirety, kind is implanted with slope-protecting vegetation in the ecology bag, is also equidistantly provided with the inclined-plane of the slopes
With domatic vertical fixing anchor bar, the platform both sides are equipped with drainage ditch, and the top of the upper slopes is provided with flower pond, described
Hua Chi is used for the ponding for obstructing road surface on the right side of colored pond, and drainage ditch is provided between the colored pond and road surface.
2. protection slope according to claim 1, it is characterised in that：Described grouting and reinforcing layer is carried out for cement mortar
Injection forming.
3. protection slope according to claim 1, it is characterised in that：The fill stratum interior laminate layer is equipped with geotechnique
Grid.
4. protection slope according to claim 1, it is characterised in that：The ecology bag is geotechnological cloth bag.
5. protection slope according to claim 1, it is characterised in that：The lower slopes ecology bag is set for bond,
The ecology bag lower surface of the lower slopes top of the slope laying is provided with the film that blocks water, and set fixing anchor bar spacing is on the lower slopes inclined-plane
1 meter.
6. protection slope according to claim 1, it is characterised in that：The upper slopes ecology bag tiling is set, institute
State slopes ecology bag and banket or back fill course between be equipped with the film that blocks water, on the upper slopes inclined-plane between set fixing anchor bar
Away from for 2 meters.
7. protection slope according to claim 1, it is characterised in that：The fixing anchor bar grows 0.7 meter, the fixation
The depth of anchor pole insertion slopes is not less than 0.5 meter.
8. protection slope according to claim 1, it is characterised in that：The domatic lateral separation is laid with draining
Pipe, the draining tube wall are provided with perforation, and the draining tube outer surface and both ends port are wrapped up with geotextiles.
9. protection slope according to claim 1, it is characterised in that：Capping has draining lattice above the drainage ditch
Grid.
10. protection slope according to claim 1, it is characterised in that：Draining brick is equipped with the platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720428241.5U CN206693140U (en) | 2017-04-23 | 2017-04-23 | A kind of protection slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720428241.5U CN206693140U (en) | 2017-04-23 | 2017-04-23 | A kind of protection slope |
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| Publication Number | Publication Date |
|---|---|
| CN206693140U true CN206693140U (en) | 2017-12-01 |
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ID=60445815
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720428241.5U Active CN206693140U (en) | 2017-04-23 | 2017-04-23 | A kind of protection slope |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505343A (en) * | 2018-12-12 | 2019-03-22 | 中国建筑第八工程局有限公司 | Drain the row mouthful reconstruction structure secretly contained |
| CN110800415A (en) * | 2019-12-12 | 2020-02-18 | 陕西省土地工程建设集团有限责任公司 | Ecological treatment method in Qinba mountain land remediation engineering |
| CN111837909A (en) * | 2020-08-04 | 2020-10-30 | 中南林业科技大学 | System and method for regulating and controlling plant root system configuration in sloping field |
| CN114561913A (en) * | 2022-03-04 | 2022-05-31 | 中国电建集团西北勘测设计研究院有限公司 | Drainage partition structure of concrete panel rock-fill dam |
-
2017
- 2017-04-23 CN CN201720428241.5U patent/CN206693140U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109505343A (en) * | 2018-12-12 | 2019-03-22 | 中国建筑第八工程局有限公司 | Drain the row mouthful reconstruction structure secretly contained |
| CN109505343B (en) * | 2018-12-12 | 2024-01-23 | 中国建筑第八工程局有限公司 | Drainage mouth reconstruction structure of drainage culvert |
| CN110800415A (en) * | 2019-12-12 | 2020-02-18 | 陕西省土地工程建设集团有限责任公司 | Ecological treatment method in Qinba mountain land remediation engineering |
| CN111837909A (en) * | 2020-08-04 | 2020-10-30 | 中南林业科技大学 | System and method for regulating and controlling plant root system configuration in sloping field |
| CN114561913A (en) * | 2022-03-04 | 2022-05-31 | 中国电建集团西北勘测设计研究院有限公司 | Drainage partition structure of concrete panel rock-fill dam |
| CN114561913B (en) * | 2022-03-04 | 2024-01-19 | 中国电建集团西北勘测设计研究院有限公司 | Drainage partition structure of concrete panel rock-fill dam |
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