CN107387135A - A kind of tunnel longitudinal direction waterstop holding clamp and application method - Google Patents

A kind of tunnel longitudinal direction waterstop holding clamp and application method Download PDF

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Publication number
CN107387135A
CN107387135A CN201710823619.6A CN201710823619A CN107387135A CN 107387135 A CN107387135 A CN 107387135A CN 201710823619 A CN201710823619 A CN 201710823619A CN 107387135 A CN107387135 A CN 107387135A
Authority
CN
China
Prior art keywords
waterstop
neck
positioner
longitudinal direction
hinge
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.)
Pending
Application number
CN201710823619.6A
Other languages
Chinese (zh)
Inventor
王贺起
吕志强
黄明利
张志恩
陈鹏高
王国靖
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.)
Bridge and Tunnel Engineering Co Ltd of CCCC First Highway Engineering Co Ltd
Original Assignee
Bridge and Tunnel Engineering Co Ltd of CCCC First Highway Engineering 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 Bridge and Tunnel Engineering Co Ltd of CCCC First Highway Engineering Co Ltd filed Critical Bridge and Tunnel Engineering Co Ltd of CCCC First Highway Engineering Co Ltd
Priority to CN201710823619.6A priority Critical patent/CN107387135A/en
Publication of CN107387135A publication Critical patent/CN107387135A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/381Setting apparatus or devices
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/38Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/385Sealing means positioned between adjacent lining members

Abstract

The invention discloses a kind of tunnel longitudinal direction waterstop holding clamp and application method.Including channel-section steel, positive angle steel, waterstop neck, neck bolt, the first sidewall template, neck positioner, hinge, bolt hole, waterstop tightening device, turnbuckle, bar clamp, the second sidewall template and waterstop positioning fixture.Rubber fastening band is fixed using L-type waterstop positioning fixture in the present invention, is advantageous to combining closely for waterstop and cast-in-place concrete, ensures waterproof effect;Waterstop positioning fixture is made up of waterstop neck, neck positioner, waterstop tightening device, waterstop neck keep to the side wall form side welding channel-section steel, opposite side welds positive angle steel, and bayonet socket top is be hinged, by adjusting neck bolt elasticity bayonet socket can be made to fix waterstop;One end of neck positioner is connected with sidewall template welding hinge, hinge prepared screw-bolt hole, is conveniently adjusted;Waterstop tightening device is made up of bar clamp and turnbuckle, it is ensured that waterstop is straight.

Description

A kind of tunnel longitudinal direction waterstop holding clamp and application method
Technical field
The present invention relates to a kind of holding clamp and application method, specially a kind of tunnel longitudinal direction waterstop holding clamp and make With method, belong to Tunnel Engineering technical field.
Background technology
East -Tianshan super long tunnel be G575 lines Barkol to Hami highway PPP construction project key projects, be to make " silk Road economy-zone " on strategic support point, accelerate " Silk Road economy-zone " to build, promote Xinjiang Autonomous Region economic society modern Change the needs of development;It is《National highway network planning is drawn》In important component, be one connection G30 even suddenly at a high speed, G7 capital it is new At a high speed, the important service channel of tetra- national trunk highways of G335, G312, the important north-south in Eastern Xinjiang one is turned into Main artey of communications, overall length 11.9km, using two-way four-lane Class I highway standard, desin speed 80km/h, therefore to sandhog Journey construction quality requires very high.
Rift structure position rock crushing residing for East -Tianshan tunnel tunnel location, developmental joint fissure, tax water condition is preferable, ground Lower moisture is Quaternary pore water, Bedrock Crevice Water and clastic rock class crevice water;Bedrock Crevice Water is distributed mainly on tunnel trunk Part, therefore East -Tianshan tunnel water proofing requires that standard is higher.
Lining construction seam water-proofing treatment is the key problem in technology of constructing tunnel, and construction joint is that construction technology is inevitable , construction joint is one of weak link of two lining guarded drainages, can produce the leakage problem of seam, in order to eliminate percolating water to knot The influence of structure durability is it is necessary to taking effective waterproof measure.At present, construction joint is often used as waterproof measure, example by the use of sealing material Such as waterstop, sealing rod, wherein tunnel longitudinal direction construction joint uses rubber fastening band waterproof more.
Rubber water-proof carries certain mechanical property, and its water resistant permeance property is relatively good;There is certain elasticity of compression sealing Performance, at the interface being in close contact with concrete, compression bounce-back sealing force is big, and sealing is reliable;There is certain compression Ability and elastic recovery capability, in its regime of elastic deformation, it can adapt to construction joint deformation.But rubber fastening band all uses Built-in type installation is fixed, and its rigidity does not have that steel plate water stopper is good, and it is relatively difficult that it installs fixation, is typically consolidated with iron wire colligation It is fixed, deformation, or even lodging are easily bent under the power effect of vibrating of concreting, forms the space of concreting.
The content of the invention
The purpose of the present invention be that provided to solve the above problems a kind of tunnel longitudinal direction waterstop holding clamp and Application method.
The present invention is achieved through the following technical solutions above-mentioned purpose, a kind of tunnel longitudinal direction waterstop holding clamp and use Method, including waterstop positioning fixture, the waterstop positioning fixture are stretched tight by waterstop neck, neck positioner, waterstop Tight device composition, the first sidewall template side welding channel-section steel of the waterstop neck;Second abutment wall mould of the waterstop neck The positive angle steel of plate weld forms bayonet socket, and the top of bayonet socket is be hinged;One end of the waterstop neck sets neck bolt;The card One end of groove positioner is connected with the first sidewall template welding hinge;Three bolts hole are reserved on the hinge;The neck The other end of positioner reserves locating notch, places and fix the waterstop neck;The waterstop tightening device is by steel Muscle presss from both sides and turnbuckle composition, and the bar clamp clamps the turnbuckle;The neck positioner nut connects the reinforcing bar Folder.
Preferably, the long 3000mm of waterstop positioning fixture, wide 120mm, high 300mm.
Preferably, the side welding 50mm channel-section steels of first sidewall template.
Preferably, the positive angle steel of side welding 50mm of second sidewall template forms bayonet socket.
Preferably, the pitch of holes for three bolts hole being reserved on the hinge is 25mm.
Preferably, the longitudinal pitch 1500mm of the neck positioner.
A kind of application method of tunnel longitudinal direction waterstop holding clamp,
Comprise the following steps:
Step 1:Neck positioner link bolt hole is determined according to inverted arch lining thickness and connects into hinge, upset is closed Page makes neck positioner lie on the first sidewall template;
Step 2:The waterstop reserved at abutment wall is clamped with bar clamp, connecting turnbuckle will only by anchor points such as reinforcing bars Water band tightens, stretches, evening up, it is suitable to draw;
Step 3:Waterstop neck bolt is loosened, bayonet socket is placed in waterstop both sides, and neck will be caught on the outside of channel-section steel In the reserved locating notch of positioner, accurate adjustment waterstop, it is highly 175mm to ensure that waterstop exposes longitudinal construction joint, makes to stop Neck bolt is fastened and fixed after the linear straight, position of water band is placed in the middle.
The beneficial effects of the invention are as follows:Rubber fastening band is fixed using L-type waterstop positioning fixture in the present invention, is advantageous to Waterstop and cast-in-place concrete are combined closely, and ensure waterproof effect;Waterstop positioning fixture is positioned by waterstop neck, neck Device, waterstop tightening device composition, waterstop neck keep to the side wall form side welding channel-section steel, and opposite side welds positive angle steel, bayonet socket Top is be hinged, by adjusting neck bolt elasticity bayonet socket can be made to fix waterstop;One end of neck positioner and abutment wall Template welding hinge connection, hinge prepared screw-bolt hole, is conveniently adjusted;Waterstop tightening device is made up of bar clamp and turnbuckle, It can ensure that waterstop is straight.
Brief description of the drawings
Fig. 1 is the left view of the waterstop neck of the present invention;
Fig. 2 is the front view of longitudinal waterstop positioning fixture of the present invention;
Fig. 3 is the hinge connection diagram of the present invention;
Fig. 4 is the waterstop tightening device structural representation of the present invention.
Shown in figure:1st, channel-section steel, 2, positive angle steel, 3, waterstop neck, 4, neck bolt, the 5, first sidewall template, 6, card Groove positioner, 7, hinge, 8, bolt hole, 9, waterstop tightening device, 10, turnbuckle, 11, bar clamp, the 12, second abutment wall mould Plate, 13, waterstop positioning fixture.
Embodiment
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 carried out clear, complete Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on Embodiment in the present invention, those of ordinary skill in the art are obtained every other under the premise of creative work is not made Embodiment, belong to the scope of protection of the invention.
Refer to shown in Fig. 1-4, a kind of tunnel longitudinal direction waterstop holding clamp and application method, including waterstop locator card Tool 13, the waterstop positioning fixture 13 is made up of waterstop neck 3, neck positioner 6, waterstop tightening device 9, described The side of the first sidewall template 5 welding channel-section steel 1 of waterstop neck 3;The second sidewall template 12 welding positive angle of the waterstop neck 3 Steel 2 forms bayonet socket, and the top of bayonet socket is be hinged;One end of the waterstop neck 3 sets neck bolt 4;The neck positioning One end of device 6 is connected with the first sidewall template 5 welding hinge 7;Three bolts hole 8 are reserved on the hinge 7;The neck is determined The other end of position device 6 reserves locating notch, places and fix the waterstop neck 4;The waterstop tightening device 9 is by steel Muscle folder 11 and turnbuckle 10 form, and the bar clamp 11 clamps the turnbuckle 10;The nut of neck positioner 6 connection The bar clamp 11.
Wherein, the 13 long 3000mm of waterstop positioning fixture, wide 120mm, high 300mm;First sidewall template 5 Side welding 50mm channel-section steels 1;The positive angle steel 2 of side welding 50mm of second sidewall template 12 forms bayonet socket;On the hinge 7 The pitch of holes for reserving three bolts hole 8 is 25mm;The longitudinal pitch 1500mm of the neck positioner 6.
Its application method comprises the following steps:
Step 1:The link bolt hole 8 of neck positioner 6 is determined according to inverted arch lining thickness and connects into hinge 7, is overturn Hinge 7 makes neck positioner 6 lie on the first sidewall template 5.
Step 2:The waterstop reserved at abutment wall is clamped with bar clamp 11, turnbuckle 10 is connected and passes through the anchor points such as reinforcing bar Waterstop is tightened, stretched, is evened up, draw it is suitable.
Step 3:Waterstop neck bolt 4 is loosened, bayonet socket is placed in waterstop both sides, and the outside of channel-section steel 1 is caught in card In the reserved locating notch of groove positioner 6, accurate adjustment waterstop, it is highly 175mm to ensure that waterstop exposes longitudinal construction joint, is made Neck bolt 4 is fastened and fixed after the linear straight, position of waterstop is placed in the middle.
It is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention is by appended power Profit requires rather than described above limits, it is intended that all in the implication and scope of the equivalency of claim by falling Change is included in the present invention.Any reference in claim should not be considered as to the involved claim of limitation.
Moreover, it will be appreciated that although the present specification is described in terms of embodiments, not each embodiment is only wrapped Containing an independent technical scheme, this narrating mode of specification is only that those skilled in the art should for clarity Using specification as an entirety, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art It is appreciated that other embodiment.

Claims (7)

  1. A kind of 1. tunnel longitudinal direction waterstop holding clamp, it is characterised in that:Including waterstop positioning fixture (13), the waterstop Positioning fixture (13) is made up of waterstop neck (3), neck positioner (6), waterstop tightening device (9), the waterstop The first sidewall template (5) side welding channel-section steel (1) of neck (3);The second sidewall template (12) welding of the waterstop neck (3) Positive angle steel (2) forms bayonet socket, and the top of bayonet socket is be hinged;One end of the waterstop neck (3) sets neck bolt (4);Institute The one end for stating neck positioner (6) is connected with the first sidewall template (5) welding hinge (7);Three are reserved on the hinge (7) Bolt hole (8);The other end of the neck positioner (6) reserves locating notch, places and fix the waterstop neck (4);The waterstop tightening device (9) is made up of bar clamp (11) and turnbuckle (10), and the bar clamp (11) clamps institute State turnbuckle (10);Neck positioner (6) nut connects the bar clamp (11).
  2. A kind of 2. tunnel longitudinal direction waterstop holding clamp according to claim 1, it is characterised in that:The waterstop positioning Fixture (13) long 3000mm, wide 120mm, high 300mm.
  3. A kind of 3. tunnel longitudinal direction waterstop holding clamp according to claim 1, it is characterised in that:The first abutment wall mould The side welding 50mm channel-section steels (1) of plate (5).
  4. A kind of 4. tunnel longitudinal direction waterstop holding clamp according to claim 1, it is characterised in that:The second abutment wall mould The side welding positive angle steel of 50mm (2) of plate (12) forms bayonet socket.
  5. A kind of 5. tunnel longitudinal direction waterstop holding clamp according to claim 1, it is characterised in that:On the hinge (7) The pitch of holes for reserving three bolts hole (8) is 25mm.
  6. A kind of 6. tunnel longitudinal direction waterstop holding clamp according to claim 1, it is characterised in that:The neck positioning dress Put the longitudinal pitch 1500mm of (6).
  7. 7. a kind of usage right requires the application method of any one of 1-6 tunnel longitudinal direction waterstop holding clamp, it is characterised in that:
    Comprise the following steps:
    Step 1:Neck positioner (6) link bolt hole (8) is determined according to inverted arch lining thickness and connects into hinge (7), is turned over Turning hinge (7) makes neck positioner (6) lie on the first sidewall template (5);
    Step 2:The waterstop reserved at abutment wall is clamped with bar clamp (11), turnbuckle (10) is connected and passes through the anchor points such as reinforcing bar Waterstop is tightened, stretched, is evened up, draw it is suitable;
    Step 3:Waterstop neck bolt (4) is loosened, bayonet socket is placed in waterstop both sides, and card will be caught on the outside of channel-section steel (1) In the reserved locating notch of groove positioner (6), accurate adjustment waterstop, it is highly 175mm to ensure that waterstop exposes longitudinal construction joint, Make to be fastened and fixed neck bolt (4) after the linear straight, position of waterstop is placed in the middle.
CN201710823619.6A 2017-09-13 2017-09-13 A kind of tunnel longitudinal direction waterstop holding clamp and application method Pending CN107387135A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710823619.6A CN107387135A (en) 2017-09-13 2017-09-13 A kind of tunnel longitudinal direction waterstop holding clamp and application method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710823619.6A CN107387135A (en) 2017-09-13 2017-09-13 A kind of tunnel longitudinal direction waterstop holding clamp and application method

Publications (1)

Publication Number Publication Date
CN107387135A true CN107387135A (en) 2017-11-24

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CN201710823619.6A Pending CN107387135A (en) 2017-09-13 2017-09-13 A kind of tunnel longitudinal direction waterstop holding clamp and application method

Country Status (1)

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CN (1) CN107387135A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108533292A (en) * 2018-06-21 2018-09-14 中铁第四勘察设计院集团有限公司 A kind of tunnel double-lining armored concrete location end mode structure and installation method
CN108716412A (en) * 2018-06-21 2018-10-30 中铁第四勘察设计院集团有限公司 A kind of tunnel double-lining plain concrete location end mode structure and installation method
CN110056372A (en) * 2019-03-12 2019-07-26 中交一公局桥隧工程有限公司 Concreting method in a kind of lining construction

Citations (6)

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Publication number Priority date Publication date Assignee Title
JP2012246746A (en) * 2011-05-30 2012-12-13 Shoji Matsuzawa Position correction structure for anchor bolt and position correction method of anchor bolt
CN203756197U (en) * 2014-02-20 2014-08-06 中铁十局集团第三建设有限公司 Fixation device of water-stop belt
CN204344142U (en) * 2014-12-15 2015-05-20 中铁四局集团第三建设有限公司 A kind of fixed structure of constructing tunnel waterstop
CN204960950U (en) * 2015-09-23 2016-01-13 中交第二航务工程局有限公司 Two grommets in tunnel bury fixed combination steel mould of open and flat butt clamp of formula waterstop in to
CN107152092A (en) * 2017-06-15 2017-09-12 中铁十五局集团有限公司 The installation method of buried water stop and its fixed mount used at a kind of construction joint
CN207131426U (en) * 2017-09-13 2018-03-23 中交一公局桥隧工程有限公司 A kind of tunnel longitudinal direction waterstop holding clamp

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012246746A (en) * 2011-05-30 2012-12-13 Shoji Matsuzawa Position correction structure for anchor bolt and position correction method of anchor bolt
CN203756197U (en) * 2014-02-20 2014-08-06 中铁十局集团第三建设有限公司 Fixation device of water-stop belt
CN204344142U (en) * 2014-12-15 2015-05-20 中铁四局集团第三建设有限公司 A kind of fixed structure of constructing tunnel waterstop
CN204960950U (en) * 2015-09-23 2016-01-13 中交第二航务工程局有限公司 Two grommets in tunnel bury fixed combination steel mould of open and flat butt clamp of formula waterstop in to
CN107152092A (en) * 2017-06-15 2017-09-12 中铁十五局集团有限公司 The installation method of buried water stop and its fixed mount used at a kind of construction joint
CN207131426U (en) * 2017-09-13 2018-03-23 中交一公局桥隧工程有限公司 A kind of tunnel longitudinal direction waterstop holding clamp

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Title
中铁十一局集团: "《隧道衬砌成套施工技术》", 14 January 2017, 腾讯视频 *

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108533292A (en) * 2018-06-21 2018-09-14 中铁第四勘察设计院集团有限公司 A kind of tunnel double-lining armored concrete location end mode structure and installation method
CN108716412A (en) * 2018-06-21 2018-10-30 中铁第四勘察设计院集团有限公司 A kind of tunnel double-lining plain concrete location end mode structure and installation method
CN108716412B (en) * 2018-06-21 2024-03-15 中铁第四勘察设计院集团有限公司 Tunnel secondary lining concrete section end mold structure and installation method
CN108533292B (en) * 2018-06-21 2024-03-15 中铁第四勘察设计院集团有限公司 Tunnel secondary lining reinforced concrete section end mould structure and installation method
CN110056372A (en) * 2019-03-12 2019-07-26 中交一公局桥隧工程有限公司 Concreting method in a kind of lining construction

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PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Liu Lixin

Inventor after: Wang Heqi

Inventor after: Lv Zhiqiang

Inventor after: Huang Mingli

Inventor after: Zhang Zhien

Inventor after: Chen Penggao

Inventor after: Wang Guojing

Inventor before: Wang Heqi

Inventor before: Lv Zhiqiang

Inventor before: Huang Mingli

Inventor before: Zhang Zhien

Inventor before: Chen Penggao

Inventor before: Wang Guojing

CB02 Change of applicant information
CB02 Change of applicant information

Address after: Room B901 and 916, No.10 Xinghuo Road, Science City, Fengtai District, Beijing

Applicant after: CCCC Central South Engineering Bureau Co.,Ltd.

Address before: Room B901 and 916, No.10 Xinghuo Road, Science City, Fengtai District, Beijing (Park)

Applicant before: BRIDGE & TUNNEL ENGINEERING CO., LTD. OF CCCC FIRST HIGHWAY ENGINEERING Co.,Ltd.

RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20171124