CN205357221U - Revegetation structure of high steep slag body side slope - Google Patents
Revegetation structure of high steep slag body side slope Download PDFInfo
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- CN205357221U CN205357221U CN201620184427.6U CN201620184427U CN205357221U CN 205357221 U CN205357221 U CN 205357221U CN 201620184427 U CN201620184427 U CN 201620184427U CN 205357221 U CN205357221 U CN 205357221U
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- side slope
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- 239000002893 slag Substances 0.000 title claims abstract description 74
- 239000002689 soil Substances 0.000 claims abstract description 26
- 239000004927 clay Substances 0.000 claims description 15
- 239000004575 stone Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 5
- 230000008901 benefit Effects 0.000 abstract description 4
- 241000196324 Embryophyta Species 0.000 description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 10
- 230000012010 growth Effects 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 241000209202 Bromus secalinus Species 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000035515 penetration Effects 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 230000008635 plant growth Effects 0.000 description 2
- 238000011084 recovery Methods 0.000 description 2
- 230000004083 survival effect Effects 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
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Abstract
The utility model relates to an ecological administration structure of slag body side slope especially relates to a revegetation structure of high steep slag body side slope. In order to overcome the phenomenon that has the job facilities that appear now and can not effectively improve the side slope soil property and can not effectively save root system moisture in the protection of slag body side slope is administered, the utility model provides a revegetation structure of high steep slag body side slope, including the slag body side slope, net skeleton texture and vegetation hole, transversely set up the net skeleton texture of wash port vertical insert and fix be arranged in the slag body side slope, cover one deck earthing layer on the slag body side slope skin, earthing layer upper portion sets up a plurality of vegetation hole, be provided with the irrigating gate on the vegetation hole, setting through net skeleton texture and vegetation hole, the effect of strengtheing the slag body side slope has not only been reached, still has had effective side slope soil property of improving, effectively save the advantage of root system moisture.
Description
Technical field
This utility model relates to the ecological management structure of a kind of slag body side slope, particularly relates to the revegetation structure of a kind of high steep slag body side slope.
Background technology
nullAlong with industrialized development，People are increasingly severe for the destruction of natural, ecological，And in recent years，People also increasingly focus on ecological protection and recovery，And wherein，The revegetation of slag build side slope is also a critically important engineering，In existing slag body side slope protection administering method，Capital is configured bracing means on the body of slope，A kind of concrete slope vegetation restoration structure such as patent announcement CN2923823Y，In this patent，By being equipped with concrete spray-up on rock-soil layer from inside to outside successively and hypothallus reaches to consolidate the purpose of side slope，I.e. layer overlay concrete on rock mass，Overall on slope rock mass lay concrete method although this and have good effect for the consolidation of side slope，But owing to the inside rock mass of slag body side slope is isolated by concrete with outside planting soil and vegetation，Can not fundamentally change the soil property of side slope，Thus entirety is laid concrete and is unfavorable for improving the soil property of side slope.And in the structure of revegetation, usually adopt the device being conducive to vegetation growth, such as the paper ecological tray that patent announcement number is a kind of fast quick-recovery mine vegetation on CN202269225U, this patent proposes vegetation growth in ecological tray, the disc surfaces distribution pit of this ecological tray, pit bottom is provided with leaking hole, pit bottom is provided with growth substrate, this ecological tray is conducive to the growth of vegetation to a certain extent, but the shortcoming that there is also is this leaking hole is arranged on bottom, in use moisture is easy to run off, thus can not effectively store moisture and absorb for vegetation root system.
Summary of the invention
In order to overcome the existing job facilities occurred in slag body side slope protection is administered can not be effectively improved side slope soil property and can not effectively store the phenomenon of root tissue water status, it is provided that the revegetation structure of a kind of high steep slag body side slope.
This utility model is realized by following technology: provide the revegetation structure of a kind of high steep slag body side slope, including slag body side slope, grid frame structure and vegetation hole, block grid frame spacing structure in the stabilized zone being inserted vertically into and being held within bottom slag body side slope, grid frame structure forms rhombus or many arches or square or bow member shape, the employing of grid frame structure grouts stone or laid dry stone or armored concrete or plain concrete construction is made, grid frame structure is horizontally arranged with osculum, by the setting of osculum, make from vegetation cheat unnecessary moisture can along the osculum body downward diffluence in slope along slag body side slope, uniform moisture is covered in slag body side slope, the advantageously growth of the various vegetation in slag body side slope.Slag body side slope outer layer overlying lid layer overburden layer, overburden layer is provided with some vegetation hole, bottom and sidewall within vegetation hole are clay mud pulp layer, the clay mud pulp layer that vegetation hole sidewall is corresponding is provided with irrigating gate, bottom and sidewall outside vegetation hole are dirt bed, reach the clay preventing clay mud pulp layer enter slag body due to moisture penetration by arranging dirt bed at outer layer, the loss of clay can be reduced, vegetation hole is set on slag body is domatic, vegetation is planted in vegetation hole, the problem that cannot fix that is steep and that cause is spent due to slag body Slope thus solving in the steep slag body side slope of height plant.
As preferably, described overburden layer thickness is more than network skeleton structure exposed height.
As preferably, described overburden layer thickness is equal to network skeleton structure exposed height.
As preferably, described overburden layer thickness is less than network skeleton structure exposed height.
As preferably, described overburden layer is unitary or diadactic structure, one meta structure is directly plant soil layer at slag body overlying lid last layer, and diadactic structure is first at slag body side slope surface overlying lid last layer viscous soil horizon, then covering last layer plants soil layer on viscous soil horizon.
As preferably, described vegetation hole for be vertically arranged in slag body domatic on cylindrical shape, spherical, taper or tree structure.
As preferably, the height of described irrigating gate is that vegetation cheats 1/4 to the 1/3 of height, and this height arranges and so that root system has appropriate rainwater to moisten, meanwhile, according to the kind difference planting vegetation, can arrange different irrigating gate height.
As preferably, described irrigating gate is the ring-type breach cheating sidewall along vegetation.
As preferably, the described vegetation hole degree of depth is 70 80 centimetres, and diameter is 40 50 centimetres.
As preferably, described vegetation is provided with plant biological bag in hole, it is possible to contribute to the growth of plant.
In sum, this utility model compared with prior art has the advantage that this utility model builds the grid frame structure with osculum of embedded type in slag body side slope, slag body side slope surface is carried out stabilized treatment and marks off the small units lattice of accompanying drawing, can so that grid frame structural system and slag body effectively merge, form integration, it is greatly improved globality, abrasion resistance.Simultaneously by the structure choice of overburden layer, it is possible to prevent water loss, and then ensure moisture necessary to plant growing, thoroughly solve the revegetation problem in slag body side slope face.Finally, slag body side slope surface is provided with the vegetation hole of annular irrigating gate, vegetation is planted in vegetation hole, and then solve due to the slag body side slope surface gradient is excessive and that cause vegetation be difficult to be attached to domatic on problem, not only have and effectively change slag body side slope soil property problem, consolidate the effect of side slope, moreover it is possible to by keeping appropriate vegetation root moisture, the advantage improving vegetation survival rate, thus solving the revegetation problem of high steep slag body side slope.
Accompanying drawing explanation
Fig. 1 is section of structure of the present utility model.
Fig. 2 is the structural representation in vegetation hole.
Fig. 3 is the structural representation of this utility model network skeleton.
Fig. 4 is the structural representation of this utility model many arches grid frame.
Fig. 5 is the structural representation of this utility model square net skeleton.
Fig. 6 is the structural representation of this utility model bow member type grid frame.
Fig. 7 is this utility model unitary overburden layer structure chart.
Fig. 8 is this utility model binary overburden layer structure chart.
Fig. 9 is this utility model overburden layer thickness structural representation more than grid frame structure exposed height.
Figure 10 is this utility model overburden layer thickness structural representation equal to grid frame structure exposed height.
Figure 11 is this utility model overburden layer thickness structural representation less than grid frame structure exposed height.
Description of reference numerals: 1 slag body side slope, 2 grid frame structures, 3 vegetation holes, 4 stabilized zones, 5 osculums, 6 overburden layers, 7 clay mud pulp layer, 8 irrigating gates, 9 dirt beds, 10 viscous soil horizons, plant soil layer for 11 kinds, 12 plant biological bags.
Detailed description of the invention
By the examples below, in conjunction with accompanying drawing, the technical solution of the utility model is described in further detail:
Embodiment: as shown in Fig. 1 to Figure 11, a kind of revegetation structure of high steep slag body side slope, including slag body side slope 1, grid frame structure 2 and vegetation hole 3, first by between block grid frame structure 2 across being inserted vertically in the stabilized zone 4 being held within bottom slag body side slope 1, grid frame structure 2 such as Fig. 3, Fig. 4, shown in Fig. 5 and Fig. 6, grid frame structure 2 employing grouts stone or laid dry stone or armored concrete or plain concrete construction is made, grid frame structure 2 is provided with some horizontal osculums 5, setting by osculum 5, make to cheat 3 from vegetation that unnecessary moisture can along the osculum 5 body downward diffluence in slope along slag body side slope 1, uniform moisture is covered in slag body side slope 1, the advantageously growth of the various vegetation in slag body side slope 1.Then it is being positioned at slag body side slope 1 outer layer overlying lid layer overburden layer 6, overburden layer 6 structure has unitary or diadactic structure, such as Fig. 7, under the slag concrete conditions in the establishment of a specific crime that the soil property of permeance property difference and water permeability are bad, adopt unitary soil layer construction, namely directly plant soil layer 11 at slag body side slope 1 overlying lid last layer；As shown in Figure 8, the soil property good to permeance property and the good slag concrete conditions in the establishment of a specific crime of water permeability, adopt binary soil layer construction, first certain thickness clay layer 10 is covered in slag body side slope 1 overlying, then soil layer 11 is planted at clay layer 10 overlying lid last layer, the thickness of overburden layer 6 is as the criterion with the growth needs meeting plant, it is possible to according to practical situation select more than, equal to or less than three kinds (as shown in Fig. 9, Figure 10 and Figure 11) of grid frame structure exposed height.
As in figure 2 it is shown, 6 be provided with some vegetation hole 3 on overburden layer, vegetation hole 3 be vertically arranged in the cylindrical shape on slag body domatic 1, spherical, taper or tree structure, selects difform vegetation to cheat 3 by the kind of the soil property of different slag body side slopes 1 and vegetation.nullVegetation hole 3 in figure is cylindrical shape，The degree of depth is 70 centimetres，Diameter is 40 centimetres，Vegetation cheats the bottom within 3 and sidewall is clay mud pulp layer 7，Vegetation cheats the bottom outside 3 and sidewall is dirt bed 9，Reach to prevent clay from entering due to moisture penetration in slag body side slope 1 by arranging dirt bed 9 at outer layer，Reduce the loss of clay，Vegetation is cheated and is provided with irrigating gate 8 in the clay mud pulp layer 7 that 3 sidewalls are corresponding，Irrigating gate 8 is the ring-type breach cheating 3 sidewalls along vegetation，The height of irrigating gate 8 is the 1/4 of vegetation hole height 3，In the process used，Kind according to plantation vegetation is different，Different irrigating gate 8 height is set，The setting of irrigating gate 8 can so that root system has appropriate rainwater to moisten，Due to vegetation cheat 3 bottom and sidewall on be provided with the clay mud pulp layer 7 of cover it，When have water drop on domatic upper time，Water penetrates in vegetation hole 3 and is gathered in vegetation hole 3，Offer moisture is survived for the vegetation on slag body domatic 1，And then improve vegetation survival rate，And when working as the water excess flowed into and exceed irrigating gate 8 height，Water penetrates into vegetation hole 3 from irrigating gate 8，Avoid vegetation root system to be immersed in water and rot.Meanwhile, it is provided with plant biological bag 12 in vegetation hole 3, it is possible to contribute to the growth of plant.Thus vegetation hole 3 is set on slag body domatic 1, vegetation is planted in vegetation hole 3, solves in the steep slag body side slope of height plant due to Slope and spend the problem that cannot fix that is steep and that cause.Cheated the setting of 3 by grid frame structure 2 and vegetation, reach to consolidate the effect of slag body side slope 1, the advantage also make it have and be effectively improved side slope soil property, effectively storing root tissue water status, and then realize technique effect of the present utility model.
Claims (10)
1. the revegetation structure of one kind high steep slag body side slope, including slag body side slope (1), grid frame structure (2) and vegetation hole (3), block grid frame spacing structure in the stabilized zone (4) being inserted vertically into and being held within bottom slag body side slope, grid frame structure forms rhombus or many arches or square or bow member shape, the employing of grid frame structure grouts stone or laid dry stone or armored concrete or plain concrete construction is made, grid frame structure is horizontally arranged with osculum (5), outer layer overlying lid layer overburden layer (6) of slag body side slope, overburden layer is provided with some vegetation hole, bottom and sidewall within vegetation hole are clay mud pulp layer (7), the clay mud pulp layer that vegetation hole sidewall is corresponding is provided with irrigating gate (8), bottom and sidewall outside vegetation hole are dirt bed (9).
2. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that described overburden layer thickness is more than network skeleton structure exposed height.
3. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that described overburden layer thickness is equal to network skeleton structure exposed height.
4. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that described overburden layer thickness is less than network skeleton structure exposed height.
5. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterized in that, described overburden layer is unitary or diadactic structure, one meta structure is directly plant soil layer at slag body overlying lid last layer, diadactic structure is first in slag body side slope surface overlying lid last layer viscous soil horizon (10), then covering last layer plants soil layer (11) on viscous soil horizon.
6. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that described vegetation hole for be vertically arranged in slag body domatic on cylindrical shape, spherical, taper or tree structure.
7. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that the height of described irrigating gate is 1/4 to the 1/3 of vegetation hole height.
8. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that described irrigating gate is the ring-type breach cheating sidewall along vegetation.
9. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that the described vegetation hole degree of depth is 70 80 centimetres, and diameter is 40 50 centimetres.
10. the revegetation structure of a kind of high steep slag body side slope according to claim 1, it is characterised in that described vegetation is provided with plant biological bag (12) in hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201620184427.6U CN205357221U (en) | 2016-03-10 | 2016-03-10 | Revegetation structure of high steep slag body side slope |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201620184427.6U CN205357221U (en) | 2016-03-10 | 2016-03-10 | Revegetation structure of high steep slag body side slope |
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| CN205357221U true CN205357221U (en) | 2016-07-06 |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106879274A (en) * | 2017-02-24 | 2017-06-23 | 黄涛 | A kind of steep rock hillside revegetation construct high and its recovery implantation methods |
| CN107938686A (en) * | 2017-11-15 | 2018-04-20 | 安徽金联地矿科技有限公司 | Green body Slope greening method is answered based on drought and waterlogging area self application |
| CN108483527A (en) * | 2018-04-11 | 2018-09-04 | 栾彦岭 | Mine management system and administering method |
| CN109257995A (en) * | 2018-12-03 | 2019-01-25 | 淄博清大粉体材料工程有限公司 | A kind of greening vegetation method of palisades |
| CN110150035A (en) * | 2019-05-16 | 2019-08-23 | 青海大学 | A kind of ecological recovery method and system for big slope angle soil-slope |
| CN114382051A (en) * | 2021-12-17 | 2022-04-22 | 合肥思度智能环保科技有限公司 | Reinforce ecological slope protection structure that cuts of water conservancy diversion filtration |
| CN114402820A (en) * | 2021-11-30 | 2022-04-29 | 辽宁工程技术大学 | Vegetation recovery method for loess area dump slope |
| CN116830979A (en) * | 2023-08-02 | 2023-10-03 | 美丽华夏生态环境科技有限公司 | Vegetation restoration method for side slope of alpine arid region |
-
2016
- 2016-03-10 CN CN201620184427.6U patent/CN205357221U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106879274A (en) * | 2017-02-24 | 2017-06-23 | 黄涛 | A kind of steep rock hillside revegetation construct high and its recovery implantation methods |
| CN107938686A (en) * | 2017-11-15 | 2018-04-20 | 安徽金联地矿科技有限公司 | Green body Slope greening method is answered based on drought and waterlogging area self application |
| CN108483527A (en) * | 2018-04-11 | 2018-09-04 | 栾彦岭 | Mine management system and administering method |
| CN109257995A (en) * | 2018-12-03 | 2019-01-25 | 淄博清大粉体材料工程有限公司 | A kind of greening vegetation method of palisades |
| CN110150035A (en) * | 2019-05-16 | 2019-08-23 | 青海大学 | A kind of ecological recovery method and system for big slope angle soil-slope |
| CN114402820A (en) * | 2021-11-30 | 2022-04-29 | 辽宁工程技术大学 | Vegetation recovery method for loess area dump slope |
| CN114382051A (en) * | 2021-12-17 | 2022-04-22 | 合肥思度智能环保科技有限公司 | Reinforce ecological slope protection structure that cuts of water conservancy diversion filtration |
| CN116830979A (en) * | 2023-08-02 | 2023-10-03 | 美丽华夏生态环境科技有限公司 | Vegetation restoration method for side slope of alpine arid region |
| CN116830979B (en) * | 2023-08-02 | 2024-04-09 | 美丽华夏生态环境科技有限公司 | Vegetation restoration method for side slope of alpine arid region |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170410 Address after: 313200 Industrial Zone, Deqing County, Zhejiang province bell town Patentee after: Zhejiang Sheng Construction Co. Ltd. Address before: 364100 Longyan, Fujian Feng Feng Town, Yongding County Road No. 20 Patentee before: Zeng Fuying |
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| 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: 20160706 Termination date: 20210310 |