CN106593466A - Method for reinforcing fractured lining of existing railway tunnel - Google Patents
Method for reinforcing fractured lining of existing railway tunnel Download PDFInfo
- Publication number
- CN106593466A CN106593466A CN201710038050.2A CN201710038050A CN106593466A CN 106593466 A CN106593466 A CN 106593466A CN 201710038050 A CN201710038050 A CN 201710038050A CN 106593466 A CN106593466 A CN 106593466A
- Authority
- CN
- China
- Prior art keywords
- steel
- shelf
- steel plate
- arch
- steel arch
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
- E21D11/183—Supporting means for arch members, not provided for in E21D11/22
Abstract
The invention relates to a method for reinforcing a fractured lining of an existing railway tunnel. A first steel arch (4), a second steel arch (5), a steel plate (3), three circumferential steel bars (2), longitudinal connecting steel bars (1), steel plate reinforcing steel bars (6), anchor rods (7) and formwork concrete (8) are involved. The method is characterized in that the steel plate (3) is welded to the inner sides of the outer edges of the first steel arch (4) and the second steel arch (5) and bent according to the radians of the site steel arches; the three circumferential steel bars (2) are erected and the longitudinal connecting steel bars (1) are laid between the first steel arch (4) and the second steel arch (5) to form a circumferential steel bar net; the steel plate reinforcing steel bars (6) are welded to the outer side of the steel plate (3) between the outer edges of the first steel arch (4) and the second steel arch (5); the anchor rods (7) are welded to the steel plate (3); and the concrete (8) is poured between the steel plate (3) and a fresh face where broken concrete is chiseled away.
Description
Technical field
The present invention relates to a kind of method for reinforcing Existing Railway Line tunnel rhegma lining cutting, is particularly well-suited to tunnel rhegma, falls
The regulation of block.
Background technology
China is vast in territory, and all kinds of natural conditions are widely different, the engineering geology and hydrogeology of the passed through massif in tunnel
Complicated condition is changeable, while existing tunnel is limited by the technique of design and construction condition in the period of building again, haved project lawer disease
Evil with Existing Railway Line tunnel use time increase and concrete service life growth, be also evolving, especially with
The continuous improvement of existing line train speed and a large amount of construction of Line for Passenger Transportation, railway tunnel substantial increase, in, long, speciality
Tunnel is more and more, and the prevention regulation for studying tunnel defect is provided with very strong urgent and necessity, particularly tunnel-liner
The problem of rhegma is increasingly subject to the concern of people, therefore fracturing failures of tunnel lining problem is one universal, severe and urgently to be resolved hurrily
Problem.
The existing method for reinforcing Existing Railway Line tunnel-liner, to developing rhegma faster, can be reinforced using steel arch-shelf, only
Reinforced with top bow member when reinforcing arch, arch springing can be embedded in wall top or be supported in and be embedded on the bracket on wall top, and add longitudinal direction to connect
Connect.If tunnel internal obstruction clearance criteria is not enough, steel arch-shelf partly or entirely can be embedded in the concrete dirt the Worker's Stadium being reinforced, and
Add longitudinally connected, fixing concrete template between steel arch-shelf again, then concrete perfusion, after concrete reaches some strength
Form removal, forms thin set arch improvement structure.
But after conventional control measures, due to the stress that country rock is carried in lining cutting it is larger, along with the vibration of train, repeatedly
There is the secondary cracking of lining cutting and fall block；Meanwhile, conventional management measure causes regulation because of operating line blank time restriction
It is less efficient.Therefore, how rapid construction, it is more efficiently simple and to reduce to Influence to operation as far as possible be crucial, propose a pin
Effective, efficient resolution to existing line tunnel-liner disease management, need solve.
The content of the invention
In order to solve the weak point in above-mentioned background technology, there is provided a kind of reinforcing Existing Railway Line tunnel rhegma lining cutting
Method, effectively can fall block to fracturing failures of tunnel lining and renovate, and improve the stability of the durability and structure in tunnel, effectively
Make use of the time that railway tunnel " skylight " puts, reduce impact of the tunnel regulation to existing operating line.
For achieving the above object, the technical solution used in the present invention is：
A kind of method for reinforcing Existing Railway Line tunnel rhegma lining cutting, including steel arch-shelf（4）And steel arch-shelf（5）, steel plate（3）, ring
To reinforcing bar（2）, longitudinally connected reinforcing bar（1）, steel plate reinforcement reinforcing bar（6）, anchor pole（7）, form concrete（8）, it is characterised in that：Steel
Plate（3）It is welded on steel arch-shelf（4）And steel arch-shelf（5）On the inside of outer rim, steel plate（3）Bent according to the radian of live steel arch-shelf,
Steel arch-shelf（4）And steel arch-shelf（5）Between set up 3 circumferential reinforcements（2）And lay longitudinally connected reinforcing bar（1）Form circumferential reinforcement
Net, steel plate reinforcement reinforcing bar（6）It is welded on steel arch-shelf（4）And steel arch-shelf（5）Steel plate between outer rim（3）Outside, by anchor pole（7）
With steel plate（3）Welding, in steel plate（3）With cut concrete perfusion between the fresh face of damaged concrete（8）.
Compared with existing reinforcement means, the present invention has the advantage that as follows with effect：
1., in this reinforcement means, the characteristics of taken into full account railway operation line " skylight " point, circuit tunnel-liner disease is carried out
It is efficient to administer.In the outer edge of a wing welding 6mm steel plates of steel arch-shelf, while structure is further reinforced, energy more preferably form concrete,
Avoid secondary interference of the conventional form removal to railway in operation circuit.
2. in this reinforcement means, support is longitudinally provided in tunnel, it is to avoid in the past intensive steel was set between two Pin steel arch-shelfs
Muscle connector, and steel plate and 22 spirals are set used as longitudinal connecting member, there is provided effective longitudinal bracing, also reduce
The complexity of operation.
3. in this reinforcement means, structure stress is clearer and more definite, with good globality.Steel plate is short by long 60cm's
Anchor pole is connected with lining cutting, and steel plate is linked as entirety with 22 steel plate reinforcement reinforcing bar of bottom, steel arch-shelf welding, can effective control mould
Building concrete gravity power etc. causes steel plate to tunnel convex, it is to avoid circuit boundary line is invaded.
4. welding steel concrete perfusion between steel arch-shelf, defines an arch " ring of encirclement " to rhegma lining cutting section, shape
The ruggedized construction of rhegma lining cutting Duan Xin, is highly resistant to pressure from surrounding rock in pairs, stops the further deterioration of rhegma lining cutting section, ensures
The safety of driving.
Description of the drawings
The structural representation (elevation) of Fig. 1 present invention.
The structural representation (top view) of Fig. 2 present invention.
Specific embodiment
A kind of method for reinforcing Existing Railway Line tunnel rhegma lining cutting, including steel arch-shelf（4）And steel arch-shelf（5）, steel plate（3）, ring
To reinforcing bar（2）, longitudinally connected reinforcing bar（1）, steel plate reinforcement reinforcing bar（6）, anchor pole（7）, form concrete（8）, it is characterised in that：Steel
Plate（3）It is welded on steel arch-shelf（4）And steel arch-shelf（5）On the inside of outer rim, steel plate（3）Bent according to the radian of live steel arch-shelf,
Steel arch-shelf（4）And steel arch-shelf（5）Between set up 3 circumferential reinforcements（2）And lay longitudinally connected reinforcing bar（1）Form circumferential reinforcement
Net, steel plate reinforcement reinforcing bar（6）It is welded on steel arch-shelf（4）And steel arch-shelf（5）Steel plate between outer rim（3）Outside, by anchor pole（7）
With steel plate（3）Welding, in steel plate（3）With cut concrete perfusion between the fresh face of damaged concrete（8）.
Concrete methods of realizing in Practical Project：Fall at block disease in lining cracking, cut the concrete of rhegma loosening,
Dabbing cleaning concrete face, brushing concrete interfacial agents erect steel arch-shelf（4）And steel arch-shelf（5）, apply anchor pole（7）, weld ring steel
Muscle（2）, longitudinal reinforcement（1）, steel plate（3）, steel plate reinforcement reinforcing bar（6）, form concrete（8）, formed to original rhegma lining cutting
Reinforce new construction.It is characterized in that：Steel plate（3）It is welded on steel arch-shelf（4）And steel arch-shelf（5）On the inside of outer rim, steel plate（3）According to existing
The radian of field steel arch-shelf is bent, steel arch-shelf（4）And steel arch-shelf（5）Between set up 3 circumferential reinforcements（2）And lay longitudinal company
Connect reinforcing bar（1）Form circumferential reinforcement net, steel plate reinforcement reinforcing bar（6）It is welded on steel arch-shelf（4）And steel arch-shelf（5）Steel between outer rim
Plate（3）Outside, by anchor pole（7）With steel plate（3）Welding, in steel plate（3）Mix with cutting to irrigate between the fresh face of damaged concrete
Solidifying soil（8）, and vibration compacting.
Operation principle：Two Pin steelframes are linked as entirety by welding by 22 longitudinally connected reinforcing bars and steel plate, effective control steel
The linear deformation of bow member；Steel plate is by the Short bolt of long 60cm and lining cutting integrated connection, steel plate and 22 steel plate reinforcement steel of bottom
Muscle, steel arch-shelf welding are linked as entirety, and the load of the concrete and country rock of energy shared perfusion causes steel plate to tunnel convex, keeps away
Exempt from circuit boundary line to be invaded；Welding steel concrete perfusion between steel arch-shelf, defines an arch to rhegma lining cutting section and " surrounds
Circle ", forms the ruggedized construction to rhegma lining cutting Duan Xin, is highly resistant to pressure from surrounding rock, stops the further evil of rhegma lining cutting section
Change, ensured the safety of driving.
Claims (1)
1. a kind of method for reinforcing Existing Railway Line tunnel rhegma lining cutting, including steel arch-shelf（4）And steel arch-shelf（5）, steel plate（3）、
Circumferential reinforcement（2）, longitudinally connected reinforcing bar（1）, steel plate reinforcement reinforcing bar（6）, anchor pole（7）, form concrete（8）, it is characterised in that：
Steel plate（3）It is welded on steel arch-shelf（4）And steel arch-shelf（5）On the inside of outer rim, steel plate（3）Carried out according to the radian of live steel arch-shelf curved
System, steel arch-shelf（4）And steel arch-shelf（5）Between set up 3 circumferential reinforcements（2）And lay longitudinally connected reinforcing bar（1）Form ring steel
Muscle net, steel plate reinforcement reinforcing bar（6）It is welded on steel arch-shelf（4）And steel arch-shelf（5）Steel plate between outer rim（3）Outside, by anchor pole
（7）With steel plate（3）Welding, in steel plate（3）With cut concrete perfusion between the fresh face of damaged concrete（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710038050.2A CN106593466B (en) | 2017-01-19 | 2017-01-19 | A method of reinforcing the rhegma lining cutting of Existing Railway Line tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710038050.2A CN106593466B (en) | 2017-01-19 | 2017-01-19 | A method of reinforcing the rhegma lining cutting of Existing Railway Line tunnel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106593466A true CN106593466A (en) | 2017-04-26 |
| CN106593466B CN106593466B (en) | 2019-11-19 |
Family
ID=58586186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710038050.2A Expired - Fee Related CN106593466B (en) | 2017-01-19 | 2017-01-19 | A method of reinforcing the rhegma lining cutting of Existing Railway Line tunnel |
Country Status (1)
| Country | Link |
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| CN (1) | CN106593466B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723467A (en) * | 2019-01-11 | 2019-05-07 | 北京交通大学 | A kind of bored tunnel lining reinforcement device and reinforcement means |
| CN110130930A (en) * | 2019-06-12 | 2019-08-16 | 上海隧道工程有限公司 | Reinforcement for large diameter shield tunnel |
| CN110529153A (en) * | 2019-08-16 | 2019-12-03 | 上海市基础工程集团有限公司 | The shield tunnel lining cutting trimming setting-out mold and method of steel loop |
| CN111764941A (en) * | 2020-03-27 | 2020-10-13 | 同济大学 | Tunnel prefabricated steel arch frame reinforcing method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE873374A (en) * | 1978-01-10 | 1979-05-02 | Caledonian Mining Co Ltd | MINING SUPPORT |
| JP2006037471A (en) * | 2004-07-26 | 2006-02-09 | Bridgestone Corp | Reinforced structure of tunnel construction by frp panel |
| CN201513181U (en) * | 2009-07-07 | 2010-06-23 | 中铁二院工程集团有限责任公司 | Anti-cracking lining structure of high-speed railway tunnel |
| CN101818645A (en) * | 2010-03-22 | 2010-09-01 | 中铁十二局集团第二工程有限公司 | Construction method for newly increasing arched open cut tunnel at railway operating line tunnel portal |
| CN201650302U (en) * | 2010-03-25 | 2010-11-24 | 中铁二院工程集团有限责任公司 | Eiking clear hole structure of existing high speed railway tunnel |
| CN203452799U (en) * | 2013-07-02 | 2014-02-26 | 南京联众建设工程技术有限公司 | Corrugated steel tunnel supporting structure |
| CN103953361A (en) * | 2014-05-20 | 2014-07-30 | 中铁第一勘察设计院集团有限公司 | Clearance strengthening system for serious cracks of existing tunnel arch lining |
| CN104121027A (en) * | 2014-07-24 | 2014-10-29 | 中南大学 | Method for reinforcing cracked and damaged lining of operation tunnel |
| CN204266136U (en) * | 2014-12-02 | 2015-04-15 | 杨修志 | Stone arch bridge cover arch rib shotcrete ruggedized construction |
-
2017
- 2017-01-19 CN CN201710038050.2A patent/CN106593466B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE873374A (en) * | 1978-01-10 | 1979-05-02 | Caledonian Mining Co Ltd | MINING SUPPORT |
| JP2006037471A (en) * | 2004-07-26 | 2006-02-09 | Bridgestone Corp | Reinforced structure of tunnel construction by frp panel |
| CN201513181U (en) * | 2009-07-07 | 2010-06-23 | 中铁二院工程集团有限责任公司 | Anti-cracking lining structure of high-speed railway tunnel |
| CN101818645A (en) * | 2010-03-22 | 2010-09-01 | 中铁十二局集团第二工程有限公司 | Construction method for newly increasing arched open cut tunnel at railway operating line tunnel portal |
| CN201650302U (en) * | 2010-03-25 | 2010-11-24 | 中铁二院工程集团有限责任公司 | Eiking clear hole structure of existing high speed railway tunnel |
| CN203452799U (en) * | 2013-07-02 | 2014-02-26 | 南京联众建设工程技术有限公司 | Corrugated steel tunnel supporting structure |
| CN103953361A (en) * | 2014-05-20 | 2014-07-30 | 中铁第一勘察设计院集团有限公司 | Clearance strengthening system for serious cracks of existing tunnel arch lining |
| CN104121027A (en) * | 2014-07-24 | 2014-10-29 | 中南大学 | Method for reinforcing cracked and damaged lining of operation tunnel |
| CN204266136U (en) * | 2014-12-02 | 2015-04-15 | 杨修志 | Stone arch bridge cover arch rib shotcrete ruggedized construction |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109723467A (en) * | 2019-01-11 | 2019-05-07 | 北京交通大学 | A kind of bored tunnel lining reinforcement device and reinforcement means |
| CN110130930A (en) * | 2019-06-12 | 2019-08-16 | 上海隧道工程有限公司 | Reinforcement for large diameter shield tunnel |
| CN110529153A (en) * | 2019-08-16 | 2019-12-03 | 上海市基础工程集团有限公司 | The shield tunnel lining cutting trimming setting-out mold and method of steel loop |
| CN110529153B (en) * | 2019-08-16 | 2021-10-01 | 上海市基础工程集团有限公司 | Laying-out die and method for steel ring for shield tunnel lining renovation |
| CN111764941A (en) * | 2020-03-27 | 2020-10-13 | 同济大学 | Tunnel prefabricated steel arch frame reinforcing method |
| CN111764941B (en) * | 2020-03-27 | 2021-09-03 | 同济大学 | Tunnel prefabricated steel arch frame reinforcing method |
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| Publication number | Publication date |
|---|---|
| CN106593466B (en) | 2019-11-19 |
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Legal Events
| Date | Code | Title | Description |
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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 | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 730070 Anning West Road, Anning District, Lanzhou, Gansu Province, No. 88 Applicant after: Lanzhou Jiaotong University Applicant after: Ministry of Works, Lanzhou Railway Administration Group Co.,Ltd. Applicant after: ZHONGWEI TRACK MAINTENANCE DIVISION OF CHINA RAILWAY LANZHOU GROUP Co.,Ltd. Address before: 730070 Anning West Road, Anning District, Lanzhou, Gansu Province, No. 88 Applicant before: Lanzhou Jiaotong University Applicant before: LANZHOU RAILWAY BUREAU BUSINESS OFFICE Applicant before: LANZHOU RAILWAY BUREAU TRACK MAINTENANCE DIVISION |
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| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Dewu Inventor after: Gao Yijian Inventor after: Lei Lin Inventor after: Wu Yuzhe Inventor after: Yao Yonggang Inventor after: He Rulai Inventor before: Li Dewu Inventor before: Gao Yijian Inventor before: Lei Lin Inventor before: Wu Yuzhe Inventor before: Yao Yonggang Inventor before: He Rulai |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191119 Termination date: 20220119 |