CN205088623U - Novel water stone separation platform - Google Patents
Novel water stone separation platform Download PDFInfo
- Publication number
- CN205088623U CN205088623U CN201520894136.1U CN201520894136U CN205088623U CN 205088623 U CN205088623 U CN 205088623U CN 201520894136 U CN201520894136 U CN 201520894136U CN 205088623 U CN205088623 U CN 205088623U
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- gabion
- steel gabion
- stone separation
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Abstract
The utility model discloses a novel water stone separation platform, it relates to water stone separation technical field, the rainwater collects the channel to be developed and distributes around echelonment steel gabion on the slope body, and the silt basin sets up below echelonment steel gabion, the clean water basin sets up in the below of silt basin, and echelonment steel gabion be fan -shaped shape, arranges the reinforcing bar in different apertures and net in its surface, and the ratchel is being filled to the centre of steel gabion. The utility model discloses beneficial effect does: the design is simple, construction convenience, engineering cost are lower has an universal relevance nature.
Description
Technical field
The utility model relates to water stone separation technology field, is specifically related to a kind of novel water stone separation platform.
Background technology
Mud-rock flow be the mixture of loose earth and water under gravity along the phenomenon of hillslope overland flow, mostly occur in mountain area, its area, volume and flow are all larger.Typical mud-rock flow is by left floating thick solid debris thing and the thickness mud being rich in flour sand and clay forms.Under suitable orographic condition, a large amount of water bodys soaks into the solids bulk material in flowing water hillside or ditch bed, and its stability is reduced, and the solids bulk material of saturated with water moves under self gravitation effect, just defines mud-rock flow.Because debris flow is unexpected, break with tremendous force, be difficult to accurately its time occurred of precognition, huge stone can be carried advance at utmost speed, there is powerful energy, usually destroy by rush of water or become silted up and bury railway, highway, farmland, and the engineering measure such as water conservancy, national defence, communication and tourist spot, even destroy cities and towns and factories and miness, cause heavy losses.
In Practical Project, the measure of most of debris flow has classification to arrange blocking dam, blocks stop becoming silted up to mud-rock flow; The row such as the row's of setting guide channel leads engineering, mountain torrents, mud-rock flow, landslide are dredged etc., and these prophylactico-therapeutic measuress have limitation, picture is blocked and is stopped silt engineering, it is administered and can reach certain effect in early stage, but its engineering cost is large, construction requirement is high, later maintenance costly, can not sustainable development be realized.
Summary of the invention
The purpose of this utility model is to provide a kind of novel water stone separation platform, and its simplicity of design, easy construction, construction costs are lower.
In order to solve the problem existing for background technology, the utility model is by the following technical solutions: it includes rainwater catchment channel, stepped steel gabion, sand trap, clear water reserviors, rainwater catchment channel is developed and is distributed in around stepped steel gabion on the body of slope, sand trap is arranged at below stepped steel gabion, and clear water reserviors are arranged at the below of sand trap.
Described stepped steel gabion is fan shape, and the steel mesh reinforcement of its surface arrangement different pore size, the central filler of steel gabion ratchel.
Adopt after said structure, the utility model beneficial effect is: simplicity of design, easy construction, construction costs is lower general applicability.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of stepped steel gabion in the utility model.
Description of reference numerals:
1-rainwater catchment channel; The stepped steel gabion of 2-; 3-sand trap; 4-clear water reserviors; 5-steel mesh reinforcement.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further described.
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with the drawings and the specific embodiments, the utility model is further elaborated.Should be appreciated that detailed description of the invention described herein only in order to explain the utility model, and be not used in restriction the utility model.
As shown in Figure 1-2, this detailed description of the invention adopts following technical scheme: it includes rainwater catchment channel 1, stepped steel gabion 2, sand trap 3, clear water reserviors 4, rainwater catchment channel 1 is developed and be distributed in stepped steel gabion 2 around on the body of slope, sand trap 3 is arranged at below stepped steel gabion 2, and clear water reserviors 4 are arranged at the below of sand trap 3.
Described stepped steel gabion 2 is fan shape, the steel mesh reinforcement 5 of its surface arrangement different pore size, and the central filler of steel gabion has and not only plays supporting role but also play the ratchel filtering gear masonry.
Sand trap 3 has the effect that energy dissipating stops becoming silted up, and clear water reserviors mainly play a part retaining and stop becoming silted up.
The operating principle of this detailed description of the invention is: the 1 pair of earth's surface rainfall of domatic rainwater catchment channel collects and collection, after utilizing bamboo chip baffle plate first to be tackled by domatic bulky grain stone, rainwater is imported downstream water stone separation platform.Enter stepped fan-shaped reinforced gabion water stone separation platform containing the rainwater of mixing silt, utilize the energy dissipating decelerating effect of sand trap 3, make the bulky grain silt class settling containing band in rainwater; Formed by the mode of multiple ladder and fall bank in a hydraulic structure, make it again carry out energy dissipating, through energy dissipating step by step reduce enter stop silt pond containing quantity of sand and mud.
The sand trap 3 of design and clear water reserviors 4, utilize the energy dissipating bank in hydraulic structure to slow down, carry out multiple fractionation sedimentation, make its sand content be less than specific criteria, meet water generating requirement tiny particle.The rainwater collected imports power plant building by diversion tunnel after clear water reserviors 4 accumulation reaches certain water yield, produces economic benefit.
The above, only in order to the technical solution of the utility model to be described and unrestricted, other amendment that those of ordinary skill in the art make the technical solution of the utility model or equivalently to replace, only otherwise depart from the spirit and scope of technical solutions of the utility model, all should be encompassed in the middle of right of the present utility model.
Claims (2)
1. a novel water stone separation platform, it is characterized in that: it includes rainwater catchment channel, stepped steel gabion, sand trap, clear water reserviors, rainwater catchment channel is developed and is distributed in around stepped steel gabion on the body of slope, sand trap is arranged at below stepped steel gabion, and clear water reserviors are arranged at the below of sand trap.
2. a kind of novel water stone separation platform according to claim 1, is characterized in that described stepped steel gabion is fan shape, and the steel mesh reinforcement of its surface arrangement different pore size, the central filler of steel gabion ratchel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520894136.1U CN205088623U (en) | 2015-11-11 | 2015-11-11 | Novel water stone separation platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520894136.1U CN205088623U (en) | 2015-11-11 | 2015-11-11 | Novel water stone separation platform |
Publications (1)
Publication Number | Publication Date |
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CN205088623U true CN205088623U (en) | 2016-03-16 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201520894136.1U Expired - Fee Related CN205088623U (en) | 2015-11-11 | 2015-11-11 | Novel water stone separation platform |
Country Status (1)
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CN (1) | CN205088623U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107780381A (en) * | 2017-12-01 | 2018-03-09 | 李利芬 | Silt for water conservancy projects is led except structure |
CN114737528A (en) * | 2022-06-14 | 2022-07-12 | 中国科学院、水利部成都山地灾害与环境研究所 | Water-stone separation expansion type debris flow silt stopping field and construction method thereof |
-
2015
- 2015-11-11 CN CN201520894136.1U patent/CN205088623U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107780381A (en) * | 2017-12-01 | 2018-03-09 | 李利芬 | Silt for water conservancy projects is led except structure |
CN114737528A (en) * | 2022-06-14 | 2022-07-12 | 中国科学院、水利部成都山地灾害与环境研究所 | Water-stone separation expansion type debris flow silt stopping field and construction method thereof |
CN114737528B (en) * | 2022-06-14 | 2022-08-23 | 中国科学院、水利部成都山地灾害与环境研究所 | Water-stone separation expansion type debris flow silt stopping field and construction method thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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: 20160316 Termination date: 20161111 |