CN104110015B - A kind of installation method of tunnel safety guard net - Google Patents

A kind of installation method of tunnel safety guard net Download PDF

Info

Publication number
CN104110015B
CN104110015B CN201410368704.4A CN201410368704A CN104110015B CN 104110015 B CN104110015 B CN 104110015B CN 201410368704 A CN201410368704 A CN 201410368704A CN 104110015 B CN104110015 B CN 104110015B
Authority
CN
China
Prior art keywords
netting
net
tunnel
steel wire
supporting steel
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.)
Active
Application number
CN201410368704.4A
Other languages
Chinese (zh)
Other versions
CN104110015A (en
Inventor
金怀峰
王红军
刘卫东
杨小红
楚占旭
李坤鹏
梁皓
张永红
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.)
Sinohydro Bureau 14 Co Ltd
Original Assignee
Sinohydro Bureau 14 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 Sinohydro Bureau 14 Co Ltd filed Critical Sinohydro Bureau 14 Co Ltd
Priority to CN201410368704.4A priority Critical patent/CN104110015B/en
Publication of CN104110015A publication Critical patent/CN104110015A/en
Application granted granted Critical
Publication of CN104110015B publication Critical patent/CN104110015B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

The invention discloses a kind of tunnel safety guard net and installation method.Aim to provide the tunnel safety guard net that a kind of mounting or dismounting are convenient, barrier propterty is good, with low cost.Fix with the anchor pole of tunnel crown when this tunnel safety guard net is installed and be connected, it includes fixing the supporting steel netting being connected with anchor pole, is fixedly connected on the SO/2.2/50 shaped steel wire grid below supporting steel netting and is arranged at the DO/08/300 shaped steel wire netting below SO/2.2/50 shaped steel wire grid;The steel cable that described supporting steel netting adopts diameter to be φ 16 is made, and Mesh distance is 4500 × 4500;The stitching rope of described DO/08/300 shaped steel wire netting employing φ 8 is fixing with supporting steel netting to be connected.This tunnel protection network is installed to be substantially reduced tunnel crown and fall the threat constructed in lower section by block, eliminates tunnel and fall the potential safety hazard of block, ensured workmen and equipment safety in tunnel, produced good economic and social benefit.

Description

A kind of installation method of tunnel safety guard net
Technical field
The present invention relates in water conservancy and hydropower civil engineering technical field, especially relate to a kind of tunnel safety guard net and installation method.
Background technology
Tunnel of large section excavation all adopts stage excavation from top to bottom, after tunnel top layer excavation supporting completes, in middle lower floor digging process, tunnel crown Stress relief has one to last process, thus causing the concrete of tunnel crown spray or a part of rock to come off, fall block, tunnel bottom workmen and machinery are caused certain security threat.For this situation, conventional process mode is mainly employing human at periodic intervals or irregularly makes an inspection tour, investigates, it has been found that crack occur in concrete or the rock stratum of tunnel crown spray, takes the mechanical sled clearly of hand fit to process, and its construction risk is high, safety randomness is very big.
Summary of the invention
Instant invention overcomes shortcoming of the prior art, it is provided that a kind of mounting or dismounting are convenient, barrier propterty is good tunnel safety guard net and installation method.
In order to solve above-mentioned technical problem, the present invention is achieved by the following technical solutions: a kind of tunnel safety guard net, fix with the anchor pole of tunnel crown during installation and be connected, it includes fixing the supporting steel netting being connected with anchor pole, is fixedly connected on the SO/2.2/50 shaped steel wire grid below supporting steel netting and is arranged at the DO/08/300 shaped steel wire netting below SO/2.2/50 shaped steel wire grid;The steel cable that described supporting steel netting adopts diameter to be φ 16 is made, and Mesh distance is 4500 × 4500;The stitching rope of described DO/08/300 shaped steel wire netting employing φ 8 is fixing with supporting steel netting to be connected.
Preferably, described supporting steel netting employing 32U shape card and anchor pole are fixed and are connected.
Preferably, the spacing between described 32U shape card is not more than 3m.
Preferably, described SO/2.2/50 shaped steel wire grid adopts the iron wire of diameter 1.2mm to be connected with supporting steel netting colligation, and colligation internodal is not more than 1m.
Preferably, between described SO/2.2/50 shaped steel wire grid, lap width is not less than 5cm.
The installation method of this tunnel protection network is as follows:
1) installation of supporting steel netting
Supporting steel netting is tunnel protection network main bearing member, and supporting steel netting all adopts φ 16 steel cable, and Mesh distance is 4500 × 4500;During supporting steel netting dress, vertically and horizontally adopting 32U shape card to fix with the anchor pole on crown, constant spacing is not more than 3m, is not less than the stringing calabash tensioning of 10kN time fixing with tightening force.
2) paving hangs grid
Tunnel safety guard net uses the SO/2.2/50 shaped steel wire grid of GPS2 type active protecting net Plays, and the steel wire diameter of this steel wire grid net is 2.2mm, mesh size 50m × 50mm, and steel wire grid net installation requirement is as follows:
After supporting steel netting installs, whole zone of protection lays steel wire grid net, and steel wire grid net is positioned at system intermediate layer and is close to concrete surface, and supporting steel netting is above it;
Steel wire grid net adopts the iron wire of diameter 1.2mm to be connected with supporting steel netting colligation, and colligation internodal is not more than 1m;
Between steel wire grid net, lap width is not less than 5cm, can adopt the iron wire ligation of diameter 1.2mm;
3) stitching of wire rope net is installed
Tunnel protection network uses the DO/08/300 shaped steel wire netting of GPS2 type active protecting net Plays, the cable diameter 8mm of this wire rope net, mesh size 300m × 300mm;
In each linked network region, order paving hangs wire rope net, sewing up with φ 8 restricts to carry out wire rope net with supporting rope or adjacent net block edge sewing up simultaneously is connected, sew up rope two ends should the stacked length being not less than 0.5m, two ends are respectively fixed with two wire clips and steel rope net and are connected;
When single stitching rope error in length is bigger, then unnecessary end may extend into adjacent linked network unit, and not enough length is also supplemented by the stitching rope of next adjacent linked network.
This tunnel protection network is between active and passive protection network, it it is the combination of active and passive protection network, almost it is close to the scar of tunnel crown during installation, utilizes anchor pole and tunnel protection network coaction that tunnel exposes, effectively can protect tunnel top pneumatically placed concrete or rock falls block by pocket.
Compared with prior art, present invention have the advantage that
(1) this tunnel protection network is between active and passive protection network, it it is the combination of active and passive protection network, the scar of tunnel crown almost it is close to during installation, utilize anchor pole and tunnel protection network coaction that tunnel exposes, effectively tunnel top pneumatically placed concrete can be protected or rock falls block, the utilization of this new technique by pocket, the construction safety of lower floor's excavation supporting can be substantially reduced in tunnel, accelerating construction progress, saves the duration.Its structure is reliable, and processing and fabricating is simple, is especially suitable for spread and uses.
(2) this tunnel protection network is especially extremely effective to high tunnel of large section, tunnel crown can be eliminated and fall the potential safety hazard of block, it is substantially reduced tunnel and pushes away the threat constructed in lower section by block, workmen and equipment safety in tunnel are ensured, reduce unnecessary economic loss, produce good economic and social benefit.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the premise not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the partial structurtes scheme of installation of the present invention.
Fig. 2 is the partial structurtes planar development schematic diagram of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is only a part of embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art obtain under not paying creative work premise, broadly fall into the scope of protection of the invention.
Tunnel safety guard net shown in Fig. 1 and Fig. 2, fix with the anchor pole 1 of tunnel crown 8 during installation and be connected, including the supporting steel netting 2 that is connected fixing with anchor pole 1, it is fixedly connected on the SO/2.2/50 shaped steel wire grid 3 below supporting steel netting 2 and is arranged at SO/2.2/50 shaped steel wire grid 3 DO/08/300 shaped steel wire netting 4 below;The steel cable that described supporting steel netting 2 adopts diameter to be φ 16 is made, and Mesh distance is 4500 × 4500;Described DO/08/300 shaped steel wire netting 4 adopts that the stitching rope 5 of φ 8 is fixing with supporting steel netting 2 to be connected.
Described supporting steel netting 2 preferably employs that 32U shape card 6 and anchor pole 1 is fixing to be connected, and the spacing between described 32U shape card 6 is not more than 3m.Described SO/2.2/50 shaped steel wire grid 3 preferably employs the iron wire 7 of diameter 1.2mm and is connected with supporting steel netting 2 colligation, and colligation internodal is not more than 1m.Between described SO/2.2/50 shaped steel wire grid 3, lap width is not less than 5cm.
The installation method of tunnel protection network is as follows:
1) installation of supporting steel netting
Supporting steel netting is tunnel protection network main bearing member, and supporting steel netting all adopts φ 16 steel cable, and Mesh distance is 4500 × 4500.During supporting steel netting dress, vertically and horizontally adopting 32U shape card to fix with the anchor pole on crown, constant spacing is not more than 3m, is not less than the stringing calabash tensioning of 10kN time fixing with tightening force.
2) paving hangs grid
Tunnel safety guard net uses the SO/2.2/50 shaped steel wire grid of GPS2 type active protecting net Plays, and the steel wire diameter of this steel wire grid net is 2.2mm, mesh size 50m × 50mm.Steel wire grid net installation requirement is as follows:
After supporting steel netting installs, whole zone of protection lays steel wire grid net, and steel wire grid net is positioned at system intermediate layer and is close to concrete surface, and supporting steel netting is above it.
Steel wire grid net adopts the iron wire of diameter 1.2mm to be connected with supporting steel netting colligation, and colligation internodal is not more than 1m.
Between steel wire grid net, lap width is not less than 5cm, can adopt the iron wire ligation of diameter 1.2mm.
3) stitching of wire rope net is installed
Tunnel protection network uses the DO/08/300 shaped steel wire netting of GPS2 type active protecting net Plays, the cable diameter 8mm of this wire rope net, mesh size 300m × 300mm.
In each linked network region, order paving hangs wire rope net, sewing up with φ 8 restricts to carry out wire rope net with supporting rope or adjacent net block edge sewing up simultaneously is connected, sew up rope two ends should the stacked length being not less than 0.5m, two ends are respectively fixed with two wire clips and steel rope net and are connected.
When single stitching rope error in length is bigger, then unnecessary end may extend into adjacent linked network unit, and not enough length is also supplemented by the stitching rope of next adjacent linked network.
This tunnel protection network is between active and passive protection network, it it is the combination of active and passive protection network, almost it is close to the scar of tunnel crown during installation, utilizes anchor pole and tunnel protection network coaction that tunnel exposes, effectively can protect tunnel top pneumatically placed concrete or rock falls block by pocket.The utilization of this new technique, can be substantially reduced in tunnel the construction safety of lower floor's excavation supporting, accelerating construction progress, saves the duration.Its structure is reliable, and processing and fabricating is simple, is especially suitable for spread and uses.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all within the spirit and principles in the present invention, any amendment of making, equivalent replacement, improvement etc., should be included within protection scope of the present invention.

Claims (1)

1. the installation method of a tunnel safety guard net, it is characterized in that: tunnel safety guard net includes the supporting steel netting (2) that is connected fixing with anchor pole (1), be fixedly connected on following SO/2.2/50 shaped steel wire grid (3) of supporting steel netting (2) and be arranged at SO/2.2/50 shaped steel wire grid (3) DO/08/300 shaped steel wire netting (4) below;The steel cable that described supporting steel netting (2) adopts diameter to be φ 16 is made, and Mesh distance is 4500 × 4500;The stitching rope (5) of described DO/08/300 shaped steel wire netting (4) employing φ 8 is fixing with supporting steel netting (2) to be connected;Installation method is carried out as follows:
1) installation of supporting steel netting
Supporting steel netting is tunnel protection network main bearing member, and supporting steel netting all adopts φ 16mm steel cable, and Mesh distance is 4500 × 4500;
When supporting steel netting is installed, vertically and horizontally adopting 32U shape card to fix with the anchor pole on crown, constant spacing is not more than 3m, is not less than the stringing calabash tensioning of 10kN time fixing with tightening force;
2) paving hangs grid
Tunnel safety guard net uses the SO/2.2/50 shaped steel wire grid of GPS2 type active protecting net Plays, and the steel wire diameter of this steel wire grid net is 2.2mm, mesh size 50m × 50mm, and steel wire grid net installation requirement is as follows:
After supporting steel netting installs, whole zone of protection lays steel wire grid net, and steel wire grid net is positioned at system intermediate layer and is close to concrete surface, and supporting steel netting is above it;
Steel wire grid net adopts the iron wire of diameter 1.2mm to be connected with supporting steel netting colligation, and colligation internodal is not more than 1m;
Between steel wire grid net, lap width is not less than 5cm, adopts the iron wire ligation of diameter 1.2mm;
3) stitching of wire rope net is installed
Tunnel protection network uses the DO/08/300 shaped steel wire netting of GPS2 type active protecting net Plays, the cable diameter 8mm of this wire rope net, mesh size 300m × 300mm;
In each linked network region, order paving hangs wire rope net, sewing up with φ 8mm restricts to carry out wire rope net with supporting steel netting or adjacent net block edge sewing up simultaneously is connected, sewing up the rope stacked length being not less than 0.5m of two ends, two ends are respectively connected with two wire clips and wire rope net are fixing;
When single stitching rope error in length is bigger, then unnecessary end may extend into adjacent linked network unit, and not enough length is also supplemented by the stitching rope of next adjacent linked network.
CN201410368704.4A 2014-07-30 2014-07-30 A kind of installation method of tunnel safety guard net Active CN104110015B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410368704.4A CN104110015B (en) 2014-07-30 2014-07-30 A kind of installation method of tunnel safety guard net

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410368704.4A CN104110015B (en) 2014-07-30 2014-07-30 A kind of installation method of tunnel safety guard net

Publications (2)

Publication Number Publication Date
CN104110015A CN104110015A (en) 2014-10-22
CN104110015B true CN104110015B (en) 2016-06-29

Family

ID=51706993

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410368704.4A Active CN104110015B (en) 2014-07-30 2014-07-30 A kind of installation method of tunnel safety guard net

Country Status (1)

Country Link
CN (1) CN104110015B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105401956B (en) * 2015-12-24 2018-10-12 四川川交路桥有限责任公司 A kind of flexible protective device and construction method of the anti-rock burst falling rocks of tunnel excavation
CN108661663B (en) * 2017-03-28 2020-06-30 北京爱卓达科技有限公司 Method for reinforcing insulating protective net in lining-free tunnel
CN108411924B (en) * 2018-02-09 2020-03-13 中建五局第三建设有限公司 Construction method for mine pit wall safety protection
CN108505755A (en) * 2018-04-13 2018-09-07 方高健 One kind preventing fire-retardant protection network

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101709650A (en) * 2009-12-03 2010-05-19 中冶集团华冶资源开发有限责任公司 Method for supporting steel grating
KR20120050605A (en) * 2010-11-11 2012-05-21 디앤씨건설 주식회사 Structure of reinforcing net of tunnel
CN103572761B (en) * 2012-07-19 2016-05-11 中铁十九局集团第二工程有限公司 A kind of method of utilizing Brooker protection network to protect while closing on both wired constructions
CN102926549B (en) * 2012-11-22 2015-04-01 中冶建工集团有限公司 Manufacturing method for building safety vertical net

Also Published As

Publication number Publication date
CN104110015A (en) 2014-10-22

Similar Documents

Publication Publication Date Title
CN104110015B (en) A kind of installation method of tunnel safety guard net
CN204228008U (en) A kind of tunnel portal explosion three-dimensional protector being close to existing building
CN105401956B (en) A kind of flexible protective device and construction method of the anti-rock burst falling rocks of tunnel excavation
CN203007958U (en) Protection system for eliminating sliding mass
CN102425181A (en) Side slope greening restoration method
CN204000779U (en) Arch dam abutment side slope supporting construction
CN104236405A (en) Building dismounting blasting flexible protection system
CN108661676A (en) The method for carrying out tunnel rock burst construction of prevention work using steel cable flexible net
CN204266179U (en) A kind of tunnel safety guard net
CN209798761U (en) Foundation pit covering protection system
CN103742193B (en) The mounting method of the soft filter pipe of a kind of underground goaf hydraulic fill
CN102611057A (en) Crossing mesh
CN206428980U (en) A kind of assembled architecture safety protection component
CN206328751U (en) The safeguard structure of anchorage cable anchoring section
CN204152229U (en) A kind of large span horizontal safety protector
CN205713178U (en) A kind of construction work high above the ground suspension safety device
CN204456175U (en) There is the retaining wall system of supporting mesh structure
CN205329567U (en) A multiplely should slide parallel suo bushe structure of type for flexible protection structure
CN107245961A (en) Flexible hangar tunnel
CN203821443U (en) Cave opening protecting device for blasting excavation at light and shade junction part of subway tunnel
CN207685841U (en) A kind of security protection system for hillside construction
CN204023493U (en) Anti-impact and wear-resistant structure for bearing high-speed water flow surface
CN204128448U (en) Demolishing buildings explosion flexible protection systems
CN106440986A (en) Safety protection device for supporting beam blasting and dismantling and using method thereof
CN106703418A (en) Mobile safety set hanging method for large-span net shell structure roof installation

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant