CN107762536A - Novel tunnel lining trolley step type plug and reinforcing method of plug - Google Patents
Novel tunnel lining trolley step type plug and reinforcing method of plug Download PDFInfo
- Publication number
- CN107762536A CN107762536A CN201711060448.2A CN201711060448A CN107762536A CN 107762536 A CN107762536 A CN 107762536A CN 201711060448 A CN201711060448 A CN 201711060448A CN 107762536 A CN107762536 A CN 107762536A
- Authority
- CN
- China
- Prior art keywords
- plank
- steel pipe
- ring
- plug
- closure
- 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.)
- Granted
Links
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title abstract description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 27
- 239000010959 steel Substances 0.000 claims description 27
- 230000000903 blocking effect Effects 0.000 claims description 18
- 238000009434 installation Methods 0.000 claims description 15
- 229920002635 polyurethane Polymers 0.000 claims description 14
- 239000004814 polyurethane Substances 0.000 claims description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 239000002023 wood Substances 0.000 abstract description 2
- 230000002035 prolonged effect Effects 0.000 abstract 1
- 238000005452 bending Methods 0.000 description 2
- 238000007363 ring formation reaction Methods 0.000 description 2
- 241000826860 Trapezium Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a novel tunnel lining trolley step type plug and a method for reinforcing the plug. The step type plug has a plurality of right-angle surfaces on the concrete surface of the construction joint of the lining end, so that the flowing water path is prolonged, and the waterproof effect is obviously improved; in addition, the plugging wood board does not need to be cut repeatedly, so that the waste of materials can be effectively avoided, and the application prospect is good.
Description
Technical field
The application is more particularly to a kind of new tunnel lining trolley step plug and the reinforcement means of the plug.
Background technology
The reinforcing mode of step plug is divided into two kinds in the prior art:Reinforced on the outside of plank and plank is embedded and reinforced, its
It is poor that waterstop rebar clip fixed effect is buried in middle first method, fixture set-up time length, and waterstop bending is buried in easily causing,
In bury the waterproof effect of waterstop and have a greatly reduced quality;Second method is influenceed by first branch section out break or lining thickness change, envelope
Stifled plank needs frequently to be cut, and the waste to plank is larger, and economic and environment-friendly aspect is poor.
The content of the invention
The present invention eliminates the defects of respective, devised a kind of easy for construction, economical to integrate the advantage of above two method
The step plug of the practical belt of liner containing polyurethane, effectively improves lining construction technique.
The technical scheme is that:A kind of new tunnel lining trolley step plug, including supporting plate, stopper
Plate, closure plank, vertically polyurethane liner belt, reinforcing plank, steel pipe back rib, ring fixation steel pipe, reinforcing bar retainer ring, its
In, the blocking plate according to thickness of tunnel linings and in bury waterstop installation requirement, ring is installed on chassis panel termination in advance,
And be connected with chassis panel termination using adjustable bolt, the closure plank is fixed between steel pipe and blocking plate along section from ring
It is inserted radially into and withstands back-adhering waterstop, closure plank splices closely knit, the vertical reinforcing wood along lining cutting termination ring one by one
Plate is stupefied for being reinforced to closure plank as erecting, and the steel pipe back rib is stupefied to vertically reinforcing as horizontal stroke through reinforcing bar retainer ring
Plank is fixed, and the ring fixes steel pipe and is used for fixed closure plank, and the reinforcing bar retainer ring is welded in blocking plate in advance,
For steel pipe back rib is fixed.
Further, the blocking plate and supporting plate are fixed together by welding, or by blocking plate and supporting plate
It is set to integrative-structure.
Present invention also offers a kind of reinforcement means of above-mentioned step plug, specifically comprise the following steps:Buried in laying
Waterstop and outer patch waterstop → installation polyurethane liner belt → installation closure plank, and simultaneously with the polyurethane liner skin
Band vertically reinforces plank → installation steel pipe back rib with iron wire colligation → installation.
Compared with the prior art, beneficial effects of the present invention are as follows:
There are multiple right-angle surfaces in the step plug, extend flowing water path, waterproof in lining cutting termination construction joint concrete surface
Positive effect is lifted;It need not repeatedly be cut additionally, due to closure plank, can effectively avoid the waste of material, therefore application prospect is good
It is good.
Brief description of the drawings
Below in conjunction with the accompanying drawings and embodiment the invention will be further described:
Fig. 1 is the structural representation of the present invention;
Wherein:1st, supporting plate, 2, back-adhering waterstop, 3, closure plank, 4, polyurethane liner belt, 5, middle buried water stop,
6th, blocking plate, 7, chassis panel, 8, adjustable bolt, 9, vertically reinforce plank, 10, ring fix steel pipe, 11, reinforcing bar fixes
Ring, 12, steel pipe back rib.
Embodiment
Embodiment:It is lining trolley step plug provided by the invention with reference to shown in Fig. 1, the plug includes support
Plate 1, blocking plate 6, closure plank 3, polyurethane liner belt 4, vertical plank 9, steel pipe back rib 12, the ring reinforced fix steel pipe
10th, reinforcing bar retainer ring 11.
In the present embodiment, the blocking plate according to thickness of tunnel linings and in bury waterstop installation requirement, blocking plate carries
Front ring is connected with chassis panel termination using adjustable bolt to being installed on chassis panel termination, in bury waterstop laying position
Put away from chassis panel 15cm, the radially adjustable 5cm of regulating bolt;The closure plank size is 50cm(It is long)×20cm(It is wide)*
5cm(It is thick), fixed from ring between steel pipe and blocking plate and be inserted radially into along section and withstand splash guard, block plank along lining cutting termination
Ring splices closely knit one by one.Plank can be repeated several times use, and the polyurethane liner belt section is right-angled trapezium, sectional dimension
(Upper bottom 6cm+ bottoms 10cm)× high 8cm, per root long 280cm, weight 22kg/ roots, customized using polyurethane material, hardness 75 can
Bending radius is not more than 200cm.It is closely connected with blocking plate that waterstop is first buried by during installation, then polyurethane liner belt loopful is pasted
Waterstop and firm with iron wire colligation is buried in tight.The advantages of being made using polyurethane material:When it is wear-resisting, durable, it can make for a long time
With and belt damages will not be caused, it is also indeformable by concrete extrusion, can arbitrarily be bent according to section radian;It is second, easily de-
Mould and non-sticky mortar, concrete surface is smooth after the demoulding;Third, it is easy to install, and waterstop can be controlled to be in new and old two lining coagulations
Position and length in soil, waterstop waterproof effect is can effectively ensure that, the vertical plank size of reinforcing is 200cm(It is long)×
20cm(It is wide)*5cm(It is thick)Plank, as it is perpendicular it is stupefied closure plank is reinforced, the steel pipe back rib uses diameter 42mm, wall thickness
3.5mm seamless steel pipe processing and fabricating, it is used as horizontal stroke stupefied through reinforcing bar retainer ring and vertical plank of reinforcing is fixed, steel pipe back rib
Ring spacing 1m arranges that the ring fixes steel pipe and uses diameter 42mm, wall thickness 3.5mm seamless steel pipe processing and fabricating, shifts to an earlier date
Cyclization to be welded along blocking plate termination, plank is blocked for fixed, the reinforcing bar retainer ring uses diameter 22mm round steel welding cyclization,
And blocking plate is welded in advance, for steel pipe back rib is fixed, arranged according to ring spacing 1m.
In the present embodiment, step is reinforced in the installation for additionally providing the chassis step plug, specifically includes following step
Suddenly:Buried in laying and outer patch waterstop → installation polyurethane liner belt → installation blocks plank, and used simultaneously with liner belt
Plank → installation steel pipe back rib is vertically reinforced in iron wire colligation → installation.
Certainly the above embodiments merely illustrate the technical concept and features of the present invention, and its object is to allow be familiar with technique
People can understand present disclosure and implement according to this, it is not intended to limit the scope of the present invention.It is all according to this hair
The modification that the Spirit Essence of bright main technical schemes is done, it should all be included within the scope of the present invention.
Claims (3)
- A kind of 1. new tunnel lining trolley step plug, it is characterised in that:Including supporting plate, blocking plate, closure plank, Polyurethane liner belt, plank, steel pipe back rib, ring fixation steel pipe, reinforcing bar retainer ring are vertically reinforced, wherein, the blocking plate According to thickness of tunnel linings and in bury waterstop installation requirement, ring is installed on chassis panel termination in advance, and with chassis panel Termination is connected using adjustable bolt, and the closure plank is fixed between steel pipe and blocking plate from ring and is inserted radially into and pushes up along section Firmly back-adhering waterstop, closure plank splice closely knit one by one along lining cutting termination ring, and the vertical plank of reinforcing is as erecting stupefied use Reinforced in closure plank, the steel pipe back rib stupefied is consolidated through reinforcing bar retainer ring as horizontal to vertical plank of reinforcing Fixed, the ring fixes steel pipe and is used for fixed closure plank, and the reinforcing bar retainer ring is welded in blocking plate in advance, for steel pipe Back rib is fixed.
- A kind of 2. new tunnel lining trolley step plug according to claim 1, it is characterised in that:The stopper Plate and supporting plate are fixed together by welding, or blocking plate and supporting plate are set into integrative-structure.
- 3. the reinforcement means of a kind of step plug as described in claim 1-2, it is characterised in that comprise the following steps:(1)Polyurethane liner belt is installed;(2)Installation closure plank, and simultaneously with the polyurethane liner belt iron wire colligation;(3)Installation is vertical to reinforce plank;(4)Steel pipe back rib is installed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711060448.2A CN107762536B (en) | 2017-11-02 | 2017-11-02 | Novel stepped plug of tunnel lining trolley and reinforcing method of plug |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711060448.2A CN107762536B (en) | 2017-11-02 | 2017-11-02 | Novel stepped plug of tunnel lining trolley and reinforcing method of plug |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107762536A true CN107762536A (en) | 2018-03-06 |
CN107762536B CN107762536B (en) | 2024-03-19 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201711060448.2A Active CN107762536B (en) | 2017-11-02 | 2017-11-02 | Novel stepped plug of tunnel lining trolley and reinforcing method of plug |
Country Status (1)
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CN (1) | CN107762536B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108386210A (en) * | 2018-04-26 | 2018-08-10 | 中国水利水电第四工程局有限公司 | Length pipe plug template blocks ruggedized construction |
CN111502692A (en) * | 2020-04-10 | 2020-08-07 | 中铁隧道集团二处有限公司 | TBM (tunnel boring machine) first-ring segment lining split mounting type box locking device and application method |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101929344A (en) * | 2010-07-14 | 2010-12-29 | 中铁隧道集团二处有限公司 | Method for mounting medium-deep buried water stop of tunnel archwall lining concrete toroidal construction joint |
CN202882947U (en) * | 2012-10-25 | 2013-04-17 | 中铁十二局集团第二工程有限公司 | Tunnel double-lining concrete trolley blocking head formwork reinforcing structure |
CN204899938U (en) * | 2015-06-30 | 2015-12-23 | 中铁隧道股份有限公司 | Tunnel secondary lining formworking jumbo bulkhead |
CN205189894U (en) * | 2015-11-26 | 2016-04-27 | 中交隧道工程局有限公司 | A lining cutting end mould for having bury formula waterstop in |
CN205936641U (en) * | 2016-05-18 | 2017-02-08 | 中铁二十五局集团第一工程有限公司 | A hinge shi kamo for construction of tunnel secondary lining |
CN206111205U (en) * | 2016-10-10 | 2017-04-19 | 中铁七局集团路桥工程有限公司 | Two lining mold in tunnel build platform truck and bury waterstop installation fastening head template in with |
CN206205900U (en) * | 2016-09-22 | 2017-05-31 | 中铁十四局集团有限公司 | Lining construction has the end-blocking simplicity fixing device of bar connecting |
CN106837385A (en) * | 2017-04-07 | 2017-06-13 | 中国水利水电第五工程局有限公司 | A kind of seamless stopend for Tunnel Second Lining |
CN206360709U (en) * | 2016-12-29 | 2017-07-28 | 中铁十八局集团第五工程有限公司 | For end head formwork installation auxiliary device in Tunnel Second Lining Construction |
CN107060828A (en) * | 2017-05-19 | 2017-08-18 | 四川皓德斯新材料科技有限公司 | A kind of flexible bulkhead of compounded rubber vertical rod and its application method |
CN207332901U (en) * | 2017-11-02 | 2018-05-08 | 中铁四局集团第二工程有限公司 | Novel tunnel lining platform truck step end cap |
-
2017
- 2017-11-02 CN CN201711060448.2A patent/CN107762536B/en active Active
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101929344A (en) * | 2010-07-14 | 2010-12-29 | 中铁隧道集团二处有限公司 | Method for mounting medium-deep buried water stop of tunnel archwall lining concrete toroidal construction joint |
CN202882947U (en) * | 2012-10-25 | 2013-04-17 | 中铁十二局集团第二工程有限公司 | Tunnel double-lining concrete trolley blocking head formwork reinforcing structure |
CN204899938U (en) * | 2015-06-30 | 2015-12-23 | 中铁隧道股份有限公司 | Tunnel secondary lining formworking jumbo bulkhead |
CN205189894U (en) * | 2015-11-26 | 2016-04-27 | 中交隧道工程局有限公司 | A lining cutting end mould for having bury formula waterstop in |
CN205936641U (en) * | 2016-05-18 | 2017-02-08 | 中铁二十五局集团第一工程有限公司 | A hinge shi kamo for construction of tunnel secondary lining |
CN206205900U (en) * | 2016-09-22 | 2017-05-31 | 中铁十四局集团有限公司 | Lining construction has the end-blocking simplicity fixing device of bar connecting |
CN206111205U (en) * | 2016-10-10 | 2017-04-19 | 中铁七局集团路桥工程有限公司 | Two lining mold in tunnel build platform truck and bury waterstop installation fastening head template in with |
CN206360709U (en) * | 2016-12-29 | 2017-07-28 | 中铁十八局集团第五工程有限公司 | For end head formwork installation auxiliary device in Tunnel Second Lining Construction |
CN106837385A (en) * | 2017-04-07 | 2017-06-13 | 中国水利水电第五工程局有限公司 | A kind of seamless stopend for Tunnel Second Lining |
CN107060828A (en) * | 2017-05-19 | 2017-08-18 | 四川皓德斯新材料科技有限公司 | A kind of flexible bulkhead of compounded rubber vertical rod and its application method |
CN207332901U (en) * | 2017-11-02 | 2018-05-08 | 中铁四局集团第二工程有限公司 | Novel tunnel lining platform truck step end cap |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108386210A (en) * | 2018-04-26 | 2018-08-10 | 中国水利水电第四工程局有限公司 | Length pipe plug template blocks ruggedized construction |
CN111502692A (en) * | 2020-04-10 | 2020-08-07 | 中铁隧道集团二处有限公司 | TBM (tunnel boring machine) first-ring segment lining split mounting type box locking device and application method |
CN111502692B (en) * | 2020-04-10 | 2024-05-17 | 中铁隧道集团二处有限公司 | TBM head ring pipe sheet lining assembled box type locking device and application method |
Also Published As
Publication number | Publication date |
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CN107762536B (en) | 2024-03-19 |
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PB01 | Publication | ||
PB01 | Publication | ||
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SE01 | Entry into force of request for substantive examination | ||
CB02 | Change of applicant information |
Address after: No.96, Wangjiang East Road, Baohe District, Hefei City, Anhui Province, 230041 Applicant after: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd. Applicant after: THE SECOND CONSTRUCTION CO., LTD. OF CTCE Group Address before: No.9, litanghe Road, Xiangcheng District, Suzhou City, Jiangsu Province Applicant before: THE SECOND CONSTRUCTION CO., LTD. OF CTCE Group Applicant before: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd. |
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