CN202865757U - Flexible protective screening - Google Patents

Flexible protective screening Download PDF

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Publication number
CN202865757U
CN202865757U CN 201220548003 CN201220548003U CN202865757U CN 202865757 U CN202865757 U CN 202865757U CN 201220548003 CN201220548003 CN 201220548003 CN 201220548003 U CN201220548003 U CN 201220548003U CN 202865757 U CN202865757 U CN 202865757U
Authority
CN
China
Prior art keywords
slopes
construction
covering
stone
flexible protective
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 - Lifetime
Application number
CN 201220548003
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Chinese (zh)
Inventor
杨登峰
蓝明祥
黄美
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xinjiang Communications Construction Group Co ltd
Original Assignee
Xinjiang Traffic Construction (group) Co Ltd
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
Application filed by Xinjiang Traffic Construction (group) Co Ltd filed Critical Xinjiang Traffic Construction (group) Co Ltd
Priority to CN 201220548003 priority Critical patent/CN202865757U/en
Application granted granted Critical
Publication of CN202865757U publication Critical patent/CN202865757U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to a flexible protective screening which is used for protecting soil slopes and stone slopes. The flexible protective screening comprises at least two layers of covering net and fixed pitch points which are arranged on the covering net, adjacent covering net are connected with each other through sewing ropes, an outermost covering net is provided with tensioning ropes, and the positions of intersections between the sewing ropes and the tensioning ropes are tightly clamped by using bayonets. According to the technical scheme, the flexible protective screening is applicable to not only the soil slopes but also the stone slopes, is free from special requirements to slopes when in construction, is good in adaptability to original landforms, is in no need of greatly excavating cubic meters of earth and stone, and only needs to clear loose cubic meters of earth and stone away. An up-to-bottom construction mode can be achieved when in construction, the amount of construction is reduced, sequencing operation can be achieved, and the speed of construction is rapid. Meanwhile, the effect of afforesting original slopes can be achieved, environment is beautified, and the purpose of comprehensive treatment is achieved.

Description

A kind of soft protecting net
Technical field
The utility model relates to a kind of soft protecting net that protects soil-slope, stone matter side slope.
Background technology
In highway engineering, side slope snowslide, rockfall, falling rocks have consisted of great potential safety hazard to highway and driving.The active protection of mainly adopting for this situation now has wire rope net, iron wire grid and high-tensile steel wires grid three classes.The above two are by rope bolt or supporting rope fixed form, and the latter is by reinforcing bar or rope bolt, special-purpose anchor plate and the fixed forms such as edge supporting rope in case of necessity.These three kinds of modes need a large amount of earth and stone digging, and engineering quantity is larger, and running into harder location need to just can finish by big machinery.
Summary of the invention
The purpose of this utility model is to propose a kind of various side slopes that are applicable to, easy construction, soft protecting net fast.
The purpose of this utility model is achieved in that a kind of soft protecting net, it has many two nerves of a covering, and be arranged on stationary nodes on the nerve of a covering, each adjacent nerve of a covering connects by sewing up rope, the stretch-draw rope is set on the outermost nerve of a covering, sews up rope and stretch-draw rope intersection and use the bayonet socket chucking.
Because implement technique scheme, the utility model both had been applicable to soil-slope, was applicable to again stone matter side slope, during construction to domatic without specific (special) requirements, to original landforms strong adaptability, need not a large amount of earth and stone digging, only need to remove the loosening cubic metre of earth and stone and get final product.Its construction can realize form of construction work from top to bottom, and construction volume is few, the programmable operation, and speed of application is fast.Can realize simultaneously the effect of former slope greening, beautify the environment, reach the purpose of the comprehensive regulation.
Description of drawings: concrete structure of the present utility model is provided by following drawings and Examples:
Fig. 1 is a kind of soft protecting net structural representation.
Legend: 1. stationary nodes, 2. nerve of a covering.
The specific embodiment:
The utility model is not subjected to the restriction of following embodiment, can determine concrete embodiment according to the technical solution of the utility model and actual conditions.
Embodiment :As shown in Figure 1, a kind of soft protecting net, it has many two nerves of a covering 2, and being arranged on stationary nodes 1 on the nerve of a covering 2, each adjacent nerve of a covering 2 connects by sewing up rope, and the stretch-draw rope is set on the outermost nerve of a covering 2, sew up rope and stretch-draw rope intersection and use bayonet socket chucking, anti-skidding.Nerve of a covering 2 mesh sizes are 300mm * 300mm.Stationary nodes 1 can adopt anchor pole, and it is the screw-thread steel of 22mm that anchor pole adopts diameter, and its length is 4-8cm.
When carrying out the massif covering, determine first stationary nodes 1 position, 1 spacing of stationary nodes is 415m * 415m.Subsequently sloping body is cleared up, made domatic roughly smooth.Drill anchor hole at the massif at stationary nodes 1 place that has determined the position subsequently.Stationary nodes 1 is inserted anchor hole, and pour into cement mortar.By stationary nodes 1 and sew up rope, the stretch-draw rope can firmly be covered in nerve of a covering on the massif.In the mesh of nerve of a covering 2, can plant grass seeds.
Above technical characterictic has consisted of most preferred embodiment of the present utility model, and it has stronger compliance and best implementation result, can increase and decrease according to actual needs inessential technical characterictic, satisfies the needs of different situations.

Claims (4)

1. soft protecting net, it is characterized in that: it has many two nerves of a covering, and is arranged on the stationary nodes on the nerve of a covering, and each adjacent nerve of a covering connects by sewing up rope, the stretch-draw rope is set on the outermost nerve of a covering, sews up rope and stretch-draw rope intersection and use the bayonet socket chucking.
2. a kind of soft protecting net as claimed in claim 1, it is characterized in that: the nerve of a covering mesh size is 300mm * 300mm.
3. a kind of soft protecting net as claimed in claim 1, it is characterized in that: stationary nodes can adopt anchor pole, and it is the screw-thread steel of 22mm that anchor pole adopts diameter, and its length is 4-8cm.
4. a kind of soft protecting net as claimed in claim 1, it is characterized in that: 1 spacing of stationary nodes is 415m * 415m.
CN 201220548003 2012-10-25 2012-10-25 Flexible protective screening Expired - Lifetime CN202865757U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220548003 CN202865757U (en) 2012-10-25 2012-10-25 Flexible protective screening

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220548003 CN202865757U (en) 2012-10-25 2012-10-25 Flexible protective screening

Publications (1)

Publication Number Publication Date
CN202865757U true CN202865757U (en) 2013-04-10

Family

ID=48032488

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220548003 Expired - Lifetime CN202865757U (en) 2012-10-25 2012-10-25 Flexible protective screening

Country Status (1)

Country Link
CN (1) CN202865757U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018440A (en) * 2014-06-30 2014-09-03 布鲁克(成都)工程有限公司 Flexible barrier net
CN106013187A (en) * 2016-06-23 2016-10-12 衡水力能新材料工程有限公司 Active protection system
CN109098188A (en) * 2018-08-02 2018-12-28 北京易成市政工程有限责任公司 Road slope landslide control method
CN110390800A (en) * 2019-06-06 2019-10-29 北京市地质研究所 Net formula disaster monitoring and early-warning system

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104018440A (en) * 2014-06-30 2014-09-03 布鲁克(成都)工程有限公司 Flexible barrier net
CN106013187A (en) * 2016-06-23 2016-10-12 衡水力能新材料工程有限公司 Active protection system
CN109098188A (en) * 2018-08-02 2018-12-28 北京易成市政工程有限责任公司 Road slope landslide control method
CN110390800A (en) * 2019-06-06 2019-10-29 北京市地质研究所 Net formula disaster monitoring and early-warning system
CN110390800B (en) * 2019-06-06 2021-04-20 北京市地质研究所 Network type disaster monitoring and early warning system

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP01 Change in the name or title of a patent holder

Address after: 830016, No. 456, Fu Chang Road, Urumqi Chang Road, the Xinjiang Uygur Autonomous Region, Urumqi

Patentee after: XINJIANG COMMUNICATIONS CONSTRUCTION GROUP Co.,Ltd.

Address before: 830016, No. 456, Fu Chang Road, Urumqi Chang Road, the Xinjiang Uygur Autonomous Region, Urumqi

Patentee before: Xinjiang Communications Construction (Group) Co.,Ltd.

CX01 Expiry of patent term

Granted publication date: 20130410

CX01 Expiry of patent term