CN207295627U - A kind of Novel water conservancy protective slope structure - Google Patents
A kind of Novel water conservancy protective slope structure Download PDFInfo
- Publication number
- CN207295627U CN207295627U CN201721285701.XU CN201721285701U CN207295627U CN 207295627 U CN207295627 U CN 207295627U CN 201721285701 U CN201721285701 U CN 201721285701U CN 207295627 U CN207295627 U CN 207295627U
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- CN
- China
- Prior art keywords
- layer
- water conservancy
- concrete canvas
- slope structure
- novel water
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a kind of Novel water conservancy protective slope structure, including the first shale layer, concrete canvas layer and the second shale layer, first shale layer includes first slope, flat bed and the second slope, the concrete canvas layer is layed in first shale layer, the Novel water conservancy protective slope structure further includes more fixed links, the concrete canvas is inserted into one end of the fixed link, and second shale layer is layed on the concrete canvas layer and covers the fixed link.It the second shale layer can be stably laid on by the Novel water conservancy protective slope structure on mask, form stable water conservancy protective slope structure.
Description
Technical field
The utility model belongs to hydraulic engineering construction applications, and in particular to a kind of Novel water conservancy protective slope structure.
Background technology
In common water conservancy protective slope structure, generally formed using individual layer or double-deck simple be laid with, such water conservancy bank protection
Not only structure is not sufficiently stable structure, but also can not be detected control to the health status of water conservancy protective slope structure, it is impossible to hair in time
Health problem that existing water conservancy protective slope structure occurs finally influences basic effect so that defect is increasing.
Utility model content
The purpose of this utility model is to provide a kind of Novel water conservancy protective slope structure, including the first shale layer, concrete sail
Layer of cloth and the second shale layer, first shale layer include first slope, flat bed and the second slope, the concrete canvas layer paving
Arranged on first shale layer, the Novel water conservancy protective slope structure further includes more fixed links, one end insertion of the fixed link
The concrete canvas, second shale layer are layed on the concrete canvas layer and cover the fixed link.
Preferably, the concrete canvas layer includes fixed net, and the fixed net includes more traction reinforcing bars.
Compared with prior art, the beneficial effects of the utility model are：Flat bed by the first shale layer is concrete sail
Cloth, by the fixed link insertion concrete canvas of the bottom, pour water maintaining into as substrate to the concrete canvas of bottom
Type, then by the fixed link insertion concrete canvas of the second layer, carries out maintenance shaping, successively to the concrete canvas of the second layer
Fixed link maintenance shaping is inserted to top, these fixed links is provided for the second shale layer be laid with it is basic, can by the second shale layer
Effectively to prevent from seeping water.And also it is relatively easy to be sampled the laying of pipe in shale layer.By fixed net to concrete canvas
Consigned, and fixed online traction reinforcing bar can be hung on automobile, and concrete canvas is positioned using automobile.Cause
This, the utility model is designed reasonably, has very strong practicality.
Brief description of the drawings
Fig. 1 is the structure diagram of Novel water conservancy protective slope structure provided by the utility model.
Icon：1- Novel water conservancy protective slope structures；The first shale layers of 10-；20- concrete canvas layers；The second shale layers of 30-；
11- first slopes；12- flat beds；The second slopes of 13-；21- fixed links；22- fixes net；23- draws reinforcing bar.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
As shown in Figure 1, a kind of Novel water conservancy protective slope structure 1, including the first shale layer 10, concrete canvas layer 20 and second
Shale layer 30, first shale layer 10 include first slope 11,12 and second slope 13 of flat bed, the concrete canvas layer 20
First shale layer 10 is layed in, the Novel water conservancy protective slope structure 1 further includes more fixed links 21, the fixed link 21
The concrete canvas is inserted into one end, and second shale layer 30 is layed on the concrete canvas layer 20 and covers described solid
Fixed pole 21.
Preferably, the concrete canvas layer 20 includes fixed net 22, and the fixed net 22 includes more traction reinforcing bars 23.
Compared with prior art, the beneficial effects of the utility model are：Flat bed 12 by the first shale layer 10 is coagulation
The fixed link 21 of the bottom is inserted into concrete canvas, pours water the concrete canvas of bottom as substrate by native canvas
The fixed link 21 of the second layer, is then inserted into concrete canvas, the concrete canvas of the second layer is conserved by maintenance shaping
Shaping, inserts the maintenance shaping of fixed link 21 to top, these fixed links 21 provide for the second shale layer 30 and are laid with basis, lead to successively
Crossing the second shale layer 30 can effectively prevent from seeping water.And also it is relatively easy to be sampled the laying of pipe in shale layer.Therefore, originally
Utility model design is reasonable, has very strong practicality.
Finally it should be noted that：The above descriptions are merely preferred embodiments of the present invention, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify the technical solution described in foregoing embodiments, or to which part technical characteristic
Equivalent substitution is carried out, where within the spirit and principles of the present invention, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (2)
1. a kind of Novel water conservancy protective slope structure, it is characterised in that including the first shale layer, concrete canvas layer and the second mud stone
Layer, first shale layer include first slope, flat bed and the second slope, and the concrete canvas layer is layed in first mud
Rock stratum, the Novel water conservancy protective slope structure further include more fixed links, and the concrete canvas is inserted into one end of the fixed link,
Second shale layer is layed on the concrete canvas layer and covers the fixed link.
2. Novel water conservancy protective slope structure according to claim 1, it is characterised in that the concrete canvas layer includes fixing
Net, the fixed net include more traction reinforcing bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721285701.XU CN207295627U (en) | 2017-10-07 | 2017-10-07 | A kind of Novel water conservancy protective slope structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721285701.XU CN207295627U (en) | 2017-10-07 | 2017-10-07 | A kind of Novel water conservancy protective slope structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295627U true CN207295627U (en) | 2018-05-01 |
Family
ID=62440727
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721285701.XU Expired - Fee Related CN207295627U (en) | 2017-10-07 | 2017-10-07 | A kind of Novel water conservancy protective slope structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295627U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110156165A (en) * | 2019-04-19 | 2019-08-23 | 浙江省海洋技术服务中心 | Ocean offshore artificial ecology wetland, substrate and substrate preparation method |
| CN113073582A (en) * | 2021-04-19 | 2021-07-06 | 中铁二院工程集团有限责任公司 | Construction method of side slope dangerous rock falling stone blocking structure |
-
2017
- 2017-10-07 CN CN201721285701.XU patent/CN207295627U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110156165A (en) * | 2019-04-19 | 2019-08-23 | 浙江省海洋技术服务中心 | Ocean offshore artificial ecology wetland, substrate and substrate preparation method |
| CN110156165B (en) * | 2019-04-19 | 2020-05-15 | 浙江省海洋技术服务中心 | Ocean near-shore artificial ecological wetland, base material and base material preparation method |
| CN113073582A (en) * | 2021-04-19 | 2021-07-06 | 中铁二院工程集团有限责任公司 | Construction method of side slope dangerous rock falling stone blocking structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180501 Termination date: 20201007 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |