CN201933463U - Slope protection water conservancy net - Google Patents

Slope protection water conservancy net Download PDF

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Publication number
CN201933463U
CN201933463U CN2011200874106U CN201120087410U CN201933463U CN 201933463 U CN201933463 U CN 201933463U CN 2011200874106 U CN2011200874106 U CN 2011200874106U CN 201120087410 U CN201120087410 U CN 201120087410U CN 201933463 U CN201933463 U CN 201933463U
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CN
China
Prior art keywords
water conservancy
net body
soil
protection water
net
Prior art date
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
Application number
CN2011200874106U
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Chinese (zh)
Inventor
邱学东
卞卫国
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Individual
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Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to CN2011200874106U priority Critical patent/CN201933463U/en
Application granted granted Critical
Publication of CN201933463U publication Critical patent/CN201933463U/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a slope protection water conservancy net, which is a water conservancy building material, comprises a latticed net body, and is characterized in that: conical projections are arranged at nodes on one surface of the net body, and barbs are arranged on the conical projections; and an impermeable film layer is arranged on the other surface of the net body. The conical projections (with the barbs) on the net body can allow the net body to be fully occluded with soil, so that the net body is effectively prevented from falling out of the soil. The film is additionally arranged on the net body, so that the impact of river on the soil can be effectively prevented; and the structure is mainly used in a flood control emergency state and has dual purposes.

Description

A kind of bank protection water conservancy net
Technical field
The utility model relates to water conservancy construction articles for use field, and specifically a kind of have a bank protection water conservancy net that prevents that the riverbank water body from washing away.
Background technology
At present, the normal geotechnique of use weaves cotton cloth and makes the river levee matrix in the water conservancy construction engineering, plants vegetation in matrix, is used to prevent river levee routed rapidly collapsing under the washing away of river.But the whole pressing degree of existing water conservancy net and soil is low, and application life is short, particularly inrushes easily under diluvial impact.
The utility model content
The purpose of this utility model is to provide a kind of bank protection water conservancy net, and especially a kind of river levee that is applicable to that soil property is soft has the characteristics good with the soil combination degree, that cost is low.
The technical scheme in the invention for solving the technical problem is: a kind of bank protection water conservancy net, comprise latticed dictyosome, and it is characterized in that the node place on face of described dictyosome is provided with conoid protuberance.
On the another side of described dictyosome, be provided with the fluid-tight film of one deck.
Described conoid protuberance is provided with hangnail.
The beneficial effects of the utility model are: the conoid protuberance on the dictyosome (being provided with hangnail) can make dictyosome and the sufficient interlock of soil, prevents that effectively dictyosome from coming off from soil.After increasing film on the dictyosome, can effectively prevent the impact of river to soil, this kind structure is mainly used under the flood control emergency rating.
Description of drawings
Fig. 1 is the stereogram of embodiment one;
Fig. 2 is the broken section enlarged drawing of embodiment one;
Fig. 3 is the partial sectional view of embodiment two;
Among the figure: 1 dictyosome, 11 nodes, 2 conoid protuberances, 3 films.
The specific embodiment
As shown in Figure 1 and Figure 2, a kind of bank protection water conservancy net comprises latticed dictyosome 1, and dictyosome is the plastic products of injection moulding.
Node 11 places on 1 one faces of dictyosome are provided with conoid protuberance 2, and conoid protuberance is provided with hangnail, forms a series of conoid protuberance, during use, and the insertion soil inside that conoid protuberance 2 is deep, structure is firm.And then plantation vegetation in the grid, and can allow vegetation freely grow at the grid place, after vegetation root system was covered with river levee, river levee was more firm.The nursing of the river levee that this kind structure is particularly useful for newly building and greening stage.
Embodiment two
As shown in Figure 3, be, on the another side of dictyosome 1, be provided with fluid-tight film 3 with embodiment one different dwellings.This kind structure is applicable to mainly and during use, the utility model is layed on the river levee in the flood control disaster relief field that owing to the protection of film to the river levee soil property, river no longer directly washes away river levee soil, can effectively prevent river washing away river levee.
This structure is owing under the emergency rating that is applied to control flood, can increase some weights on the base of water conservancy net, laying and flood control results are better.
The utility model can pass through the integrated through injection molding moulding, and cost of manufacture is extremely low.
Except that the described technical characterictic of manual, be the known technology of those skilled in the art.

Claims (3)

1. a bank protection water conservancy net comprises latticed dictyosome, it is characterized in that, the node place on face of described dictyosome is provided with conoid protuberance.
2. a kind of bank protection water conservancy net according to claim 1 is characterized in that described conoid protuberance is provided with hangnail.
3. a kind of bank protection water conservancy net according to claim 1 and 2 is characterized in that, is provided with the fluid-tight film of one deck on the another side of described dictyosome.
CN2011200874106U 2011-03-29 2011-03-29 Slope protection water conservancy net Expired - Fee Related CN201933463U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200874106U CN201933463U (en) 2011-03-29 2011-03-29 Slope protection water conservancy net

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200874106U CN201933463U (en) 2011-03-29 2011-03-29 Slope protection water conservancy net

Publications (1)

Publication Number Publication Date
CN201933463U true CN201933463U (en) 2011-08-17

Family

ID=44444990

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200874106U Expired - Fee Related CN201933463U (en) 2011-03-29 2011-03-29 Slope protection water conservancy net

Country Status (1)

Country Link
CN (1) CN201933463U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107642068A (en) * 2017-10-10 2018-01-30 河海大学 A kind of protection against erosion and wave absorption method of geomembrane anchoring bunding

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107642068A (en) * 2017-10-10 2018-01-30 河海大学 A kind of protection against erosion and wave absorption method of geomembrane anchoring bunding
CN107642068B (en) * 2017-10-10 2019-10-25 河海大学 A kind of protection against erosion and wave absorption method of geomembrane anchoring bunding

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110817

Termination date: 20140329