CN204185818U - A kind of vetiver administers hydraulic engineering slag field slope system - Google Patents
A kind of vetiver administers hydraulic engineering slag field slope system Download PDFInfo
- Publication number
- CN204185818U CN204185818U CN201420644756.5U CN201420644756U CN204185818U CN 204185818 U CN204185818 U CN 204185818U CN 201420644756 U CN201420644756 U CN 201420644756U CN 204185818 U CN204185818 U CN 204185818U
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- Prior art keywords
- domatic
- slope
- vetiver
- platform
- hydraulic engineering
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Links
- 239000002893 slag Substances 0.000 title claims abstract description 22
- 244000284012 Vetiveria zizanioides Species 0.000 title claims abstract description 19
- 235000007769 Vetiveria zizanioides Nutrition 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 5
- 239000004575 stone Substances 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 238000004513 sizing Methods 0.000 claims description 2
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000011084 recovery Methods 0.000 description 4
- 241000196324 Embryophyta Species 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 244000025254 Cannabis sativa Species 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 230000013632 homeostatic process Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000003020 moisturizing effect Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 231100000241 scar Toxicity 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a kind of vetiver and administer hydraulic engineering slag field slope system, near the edge on top, slope, first row ditch is provided with along the direction on top, slope, top, adjacent slope is provided with the first domatic and second domatic of inclination downwards successively, first domatic and second domatic between be provided with the platform of a level, platform is provided with second row ditch, second domatic below and the intersection at the bottom of slope are provided with the 3rd gutter, the edge of 3rd gutter at the bottom of slope is arranged, first domatic and the second domatic upper construction has concrete net lattice beam, each limit infall of the first domatic concrete net lattice beam is fixed with one end of anchor pole, the other end of anchor pole insert first domatic in, plant in concrete net lattice beam and be implanted with vetiver, at Po Ding, platform is planted and is implanted with local shrub and arbor.The beneficial effects of the utility model adopt vetiver grid domatic, coordinates the shrub arbor platform of classification, can administer domatic in low cost, effectively improvement hydraulic engineering slag field.
Description
Technical field
The utility model belongs to Treatment process field, hydraulic engineering slag field, relates to a kind of vetiver and administers hydraulic engineering slag field slope system.
Background technology
Large-scale building stones field is often needed, the table soil peeled off in the recovery process of building stones field, rock ballast, overburden stripping material and pile up without materials etc. and form slag field in hydraulic engineering construction.Because waste many employings are stacked naturally, the heap quantity of slag is large, and slag body is without rolling, and form exposed loose depos-its side slope, side slope is in critical condition, soil erosion harm very easily occurs, brings adverse consequences to surrounding enviroment.
Traditional administering method utilizes concrete entirety to build barricade metope, but this method cost is higher, thus have impact on carrying out comprehensively and continuing to carry out of water and soil conservation, if and the side slope that formed of these engineerings is recovered its ecological homeostasis by power of nature and is usually needed long time, particularly some object of construction production are because of can not clear-cutting forestland and " earth scar " that formed, not only destroy the ecological vegetation of original environment, the more important thing is the destruction causing ecoscape.Another kind method adopts Traditional Ecological Treatment process, is domaticly entirely stone masonry bow member grass planting, mainly based on engineering measure, grass seeds is also based on local weeds, this method poor reliability, narrow application range, is difficult to the effect playing ecological recovery and environmental improvement.
Utility model content
The purpose of this utility model is to provide a kind of vetiver to administer hydraulic engineering slag field slope system, solves the problem of the high and ecological recovery weak effect of existing hydraulic engineering slag field administering method cost.
The technical scheme that the utility model adopts is the top, slope comprising hydraulic engineering slag field, near the edge on top, slope, first row ditch is provided with along the first domatic border, top, adjacent slope is provided with the first domatic and second domatic of inclination downwards successively, first is domaticly more than or equal to 45 ° with horizontal plane angle, first domatic vertical height is the half of vertical height at the bottom of top to slope, slope, second is domaticly less than 45 ° with horizontal plane angle, first domatic and second domatic between be provided with the platform of a level, platform is provided with second row ditch, the direction that platform and second row ditch are pushed up along slope is arranged, second domatic below and the intersection at the bottom of slope are provided with the 3rd gutter, 3rd gutter is arranged along slope feather edge, first domatic and the second domatic upper construction has concrete net lattice beam, each limit infall of the first domatic concrete net lattice beam is fixed with one end of anchor pole, the other end of anchor pole insert first domatic in, anchor pole is domatic vertical with first, anchor pole adopts diameter to be the reinforcing bar of more than 22mm, plant in concrete net lattice beam and be implanted with vetiver, at Po Ding, platform is planted and is implanted with local shrub and arbor.
Further, described first row ditch, second row ditch, the 3rd gutter are mortar flag stone structure, and height is 200mm, and wide is 300mm, rectangular in cross-section.
Further, described concrete net lattice beam is C20 concrete structure, and sizing grid is 300 × 400mm.
Further, described first domatic be 20-30m with the second domatic length of grade; Described platform is wide is 1.5m.
The beneficial effects of the utility model adopt vetiver grid domatic, coordinates the shrub arbor platform of classification, can administer domatic in low cost, effectively improvement hydraulic engineering slag field.
Accompanying drawing explanation
Fig. 1 is that a kind of vetiver of the utility model administers hydraulic engineering slag field slope system structural representation.
In figure, 1. top, slope, 2. first row ditch, 3. first is domatic, and 4. second is domatic, 5. platform, 6. second row ditch, 7. at the bottom of slope, 8. the 3rd gutter, 9. concrete net lattice beam, 10. anchor pole, 11. vetivers, 12. local shrub and arbors.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in detail.
The utility model comprises the top, slope 1 of hydraulic engineering slag field as shown in Figure 1, the rock ballast that 1 is used for stacking hydraulic engineering is pushed up on slope, near the edge on top, slope 1, first row ditch 2 is provided with along the border of first domatic 3, top, adjacent slope 1 is provided with first domatic 3 and second domatic 4 of inclination downwards successively, first domatic 3 is more than or equal to 45 ° with horizontal plane angle, the vertical height of first domatic 3 is the half of top, the slope end, 1 to slope 4 vertical height, second domatic 4 is less than 45 ° with horizontal plane angle, the platform 5 of a level is provided with between first domatic 3 and second domatic 4, platform 5 is wide is 1.5m, platform 5 is provided with second row ditch 6, platform 5 and second row ditch 6 are arranged along the direction on top, slope 1, below second domatic 4 with at the bottom of slope 7 intersection be provided with the 3rd gutter 8, second row ditch 8 is arranged along the direction on top, slope 1.
Build on first domatic 3 and second domatic 4 and have concrete net lattice beam 9, concrete net lattice beam 9 is C20 concrete structure, and size is 300 × 400mm.Each limit infall of the concrete net lattice beam 9 of first domatic 3 is fixed with one end of anchor pole 10, the other end of anchor pole 10 inserts in first domatic 3, because the first domatic 3 inclination angles are more than or equal to 45 °, and be stacked with rock ballast waste material above in the of first domatic 3, pressure is large, therefore need in slope, arrange anchoring reinforcing rib and anchor pole 10 carries out slope reinforcing, anchor pole 10 is domatic 3 vertical with first, and anchor pole 10 adopts diameter to be the reinforcing bar of more than 22mm.The length of grade of first domatic 3 and second domatic 4 is 20-30m.
Wherein, first row ditch 2, second row ditch 6, the 3rd gutter 8 are mortar flag stone structure, and height is 200mm, and wide is 300mm, rectangular in cross-section, plant and be implanted with vetiver 11 in concrete net lattice beam 9, top, slope 1, platform 5 are also planted and is implanted with local shrub and arbor 12.The setting in three grades of gutters, can be good at slope to push up 1 draining and discharges, thus to 7 not having an impact at the bottom of slope.And vetiver 11 is arranged on domatic, the effect moisture moisturizing can be played, preventing erosion.And form green covering, environmental protection attractive in appearance.Its root system also can strengthen domatic intensity.Local shrub and arbor 12 also can play same effect.
The utility model utilizes vetiver to administer hydraulic engineering slag field slope system, there is applicability wide, security reliability is high, the strong feature of the ability that prevents erosion, and ecological recovery is effective, management maintenance expense is low, environmental protection, cost is low, and new technology is administered in the hydraulic engineering slag field being applicable to various landform and soil property situation.
The above is only to better embodiment of the present utility model, not any pro forma restriction is done to the utility model, every according to technical spirit of the present utility model to any simple modification made for any of the above embodiments, equivalent variations and modification, all belong in the scope of technical solutions of the utility model.
Claims (4)
1. a vetiver administers hydraulic engineering slag field slope system, it is characterized in that: top, the slope (1) comprising hydraulic engineering slag field, near the edge on top, slope (1), first row ditch (2) is provided with along the border of first domatic (3), adjacent top, slope (1) is provided with first domatic (3) and second domatic (4) of inclination downwards successively, first domatic (3) and horizontal plane angle are more than or equal to 45 °, the vertical height of first domatic (3) is the half of (4) vertical height at the bottom of top, slope (1) to slope, second domatic (4) and horizontal plane angle are less than 45 °, the platform (5) of a level is provided with between first domatic (3) and second domatic (4), platform (5) is provided with second row ditch (6), platform (5) and second row ditch (6) are arranged along the direction of Po Ding (1), second domatic (4) below is provided with the 3rd gutter (8) with the intersection of (7) at the bottom of slope, (7) edge at the bottom of slope, 3rd gutter (8) is arranged, the upper construction in first domatic (3) and second domatic (4) has concrete net lattice beam (9), each limit infall of the concrete net lattice beam (9) of first domatic (3) is fixed with one end of anchor pole (10), the other end of anchor pole (10) inserts in first domatic (3), anchor pole (10) domatic with first (3) is vertical, anchor pole (10) adopts diameter to be the reinforcing bar of more than 22mm, plant in concrete net lattice beam (9) and be implanted with vetiver (11), in Po Ding (1), upper kind of platform (5) is implanted with local shrub and arbor (12).
2. administer hydraulic engineering slag field slope system according to vetiver a kind of described in claim 1, it is characterized in that: described first row ditch (2), second row ditch (6), the 3rd gutter (8) are mortar flag stone structure, height is 200mm, wide is 300mm, rectangular in cross-section.
3. administer hydraulic engineering slag field slope system according to vetiver a kind of described in claim 1, it is characterized in that: described concrete net lattice beam (9) is C20 concrete structure, and sizing grid is 300 × 400mm.
4. administer hydraulic engineering slag field slope system according to vetiver a kind of described in claim 1, it is characterized in that: described first domatic (3) are 20-30m with the length of grade of second domatic (4); Described platform (5) is wide is 1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420644756.5U CN204185818U (en) | 2014-10-30 | 2014-10-30 | A kind of vetiver administers hydraulic engineering slag field slope system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420644756.5U CN204185818U (en) | 2014-10-30 | 2014-10-30 | A kind of vetiver administers hydraulic engineering slag field slope system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204185818U true CN204185818U (en) | 2015-03-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420644756.5U Expired - Fee Related CN204185818U (en) | 2014-10-30 | 2014-10-30 | A kind of vetiver administers hydraulic engineering slag field slope system |
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| CN (1) | CN204185818U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714736A (en) * | 2016-02-18 | 2016-06-29 | 朱方明 | Novel ecological ditch and building method thereof |
| CN105940912A (en) * | 2016-05-10 | 2016-09-21 | 武汉大学 | Ecological engineering technology reinforcing river and lake wave washout scarp |
| CN114457895A (en) * | 2022-02-24 | 2022-05-10 | 中国煤炭地质总局勘查研究总院 | High and cold collection drainage system who restores mining area |
-
2014
- 2014-10-30 CN CN201420644756.5U patent/CN204185818U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105714736A (en) * | 2016-02-18 | 2016-06-29 | 朱方明 | Novel ecological ditch and building method thereof |
| CN105940912A (en) * | 2016-05-10 | 2016-09-21 | 武汉大学 | Ecological engineering technology reinforcing river and lake wave washout scarp |
| CN105940912B (en) * | 2016-05-10 | 2017-05-10 | 武汉大学 | Ecological engineering technology reinforcing river and lake wave washout scarp |
| CN114457895A (en) * | 2022-02-24 | 2022-05-10 | 中国煤炭地质总局勘查研究总院 | High and cold collection drainage system who restores mining area |
| CN114457895B (en) * | 2022-02-24 | 2023-10-27 | 中国煤炭地质总局勘查研究总院 | Water collecting and draining system for high and cold restoration mining area |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Luo Xiaoyong Inventor after: Lu Ji Inventor before: Luo Xiaoyong |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170124 Address after: 410205 Hunan province Changsha Changsha city high tech Development Zone No. 166 yuan Lu Valley Office of research and development 101 two floor Patentee after: HUNAN ZHONGDA GARDEN ENVIRONMENT TECHNOLOGY Co.,Ltd. Patentee after: HUANENG LANCANG RIVER HYDROPOWER Inc. Address before: 410205 Hunan province Changsha Changsha city high tech Development Zone No. 166 yuan Lu Valley Office of research and development 101 two floor Patentee before: HUNAN ZHONGDA GARDEN ENVIRONMENT TECHNOLOGY Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150304 |