CN107524458A - A kind of tunnel lining structure with tunnel bottom deformation allowance - Google Patents
A kind of tunnel lining structure with tunnel bottom deformation allowance Download PDFInfo
- Publication number
- CN107524458A CN107524458A CN201710766637.5A CN201710766637A CN107524458A CN 107524458 A CN107524458 A CN 107524458A CN 201710766637 A CN201710766637 A CN 201710766637A CN 107524458 A CN107524458 A CN 107524458A
- Authority
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- China
- Prior art keywords
- tunnel
- inverted arch
- arch
- packed layer
- section
- 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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Links
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 15
- 239000004567 concrete Substances 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 5
- 239000011372 high-strength concrete Substances 0.000 claims description 2
- 201000010099 disease Diseases 0.000 description 7
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 7
- 238000010586 diagram Methods 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 230000007847 structural defect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011835 investigation Methods 0.000 description 2
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
-
- 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
- E21D11/08—Lining with building materials with preformed concrete slabs
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
A kind of tunnel lining structure with tunnel bottom deformation allowance, so that tunnel lining structure possesses the ability of drum deformation on certain resistance tunnel bottom, so as to extend the service life of liner structure.Tunnel lining structure includes the loopful shape secondary lining being made up of crown section, inverted arch section and both sides arch wall section, and inverted arch packed layer is set on inverted arch section.The upper surface of the inverted arch packed layer is in recessed cambered surface, on inverted arch packed layer between the arch springing position of both sides arch wall section fixed setting along tunnel Longitudinal extending reinforced concrete floor, between the bottom surface of the reinforced concrete floor and the upper surface of inverted arch packed layer formed prearrangement of deformation amount groove.
Description
Technical field
Patent of the present invention is related to novel tunnel liner structure, more particularly to a kind of tunnel suitable for drum on unknown cause tunnel bottom
Road liner structure.
Background technology
Tunnel-liner can be deformed under pressure from surrounding rock effect, and typical variant feature shows as vault sinking, on tunnel bottom
Drum.Generally, deformation allowance can be designed, it is ensured that in the construction time at arch wall position according to engineering experience during Tunnel Design
Between tunnel deformation be unlikely to invade track clearance.The tunnel structure inverted arch of conventional design is provided with filling concrete, and tunnel is faced upward without pre-
Deflection is stayed, once sedimentation or upper drum deformation occur during operation for tunnel, then the deflection can be reacted directly into tunnel and face upward
Encircle fill surface, can cause track deformation for railway tunnel, jeopardize traffic safety;For vcehicular tunnel road surface can be caused longitudinally flat
Suitable, severe patient can cause traffic accident.
According to domestic and international tunnel defect field investigation result, many railway tunnel are in operation phase even construction time bottom knot
Structure be start to occur it is different degrees of ftracture, breakage, the defect phenomenon such as pucking, cause bottom plate upper track irregularity, so as to sternly
Ghost image rings train operating safety and efficiency of operation, and therefore, tunnel bottom Structural defect is increasingly paid close attention to by engineering circles personage
With attention.Table 1 is the investigation situation to the domestic and international tunnel bottom Structural defect in part, and the table analysis has counted the position of disease generation
Put, a situation arises for disease section geological condition and disease.
The domestic and international tunnel bottom Structural defect statistical form of table 1
By the statistic analysis result of table 1, underground water development or agensis, drum disease on tunnel bottom is likely to occur
Evil, and drum disease mostly occurs in the lithology such as mud stone, sandstone, shale and its alternating layers location on tunnel bottom, thickness is mostly thin layer-middle thickness
Layer, occurrence are mostly to delay to incline.
As can be seen here, tunnel is built in mud stone, sandstone, shale and its alternating layers country rock, drum phenomenon is more prominent on tunnel bottom.
Currently for the passive reclamation activities of drum disease generally use on tunnel bottom, i.e., upper bulging section tunnel bottom structure is removed and reformed, the measure is not
Can only have a negative impact to the duration of engineering and cost, while also can not fundamentally solve drum problem on tunnel bottom.Engineering passes through
Test and show, even if after the tunnel bottom structure dismounting to destroyed renews, still have and the phenomenon that tunnel bottom continues upper drum occurs.Therefore, in order to
Radical cure tunnel bottom continues upper bulging disease, should start with from improvement tunnel structure and surrouding rock deformation control technology.
Patent of invention content
The technical problems to be solved by the invention are to provide a kind of tunnel lining structure with tunnel bottom deformation allowance, with
The ability for making tunnel lining structure possess drum deformation on certain resistance tunnel bottom, so as to extend the service life of liner structure.
Technical scheme is as follows used by patent of the present invention solves its technical problem:
A kind of tunnel lining structure with tunnel bottom deformation allowance of the present invention, tunnel lining structure are included by vault
The loopful shape secondary lining that section, inverted arch section and both sides arch wall section are formed, inverted arch packed layer is set on inverted arch section, it is characterized in that:
The upper surface of the inverted arch packed layer is in recessed cambered surface, is fixed on inverted arch packed layer between the arch springing position of both sides arch wall section
Reinforced concrete floor along tunnel Longitudinal extending, the bottom surface of the reinforced concrete floor and the upper surface of inverted arch packed layer are set
Between formed prearrangement of deformation amount groove.
The arch springing position of the both sides arch wall section is anchored in the locking angle anchor in tunnel surrounding stone along the longitudinally spaced setting in tunnel
The horizontal end anchor connection in side with reinforced concrete floor respectively of the outer end of bar or anchor cable, both sides locking angle anchor pole or anchor cable.
The invention has the advantages that by setting prearrangement of deformation amount groove in being filled in inverted arch, so as to be provided for drum on tunnel bottom
Certain deformation space, ensure that drum will not cause the upper drum on road surface on tunnel bottom, avoid tunnel influences to drive a vehicle because lifting on inverted arch
Safety;Reinforced concrete floor can ensure that road surface is not recessed and destroyed under Driving Loading;The concrete of high intensity
Inverted arch fills the structural thickness for adding inverted arch position, enhances the non-deformability of inverted arch.The invention can ensure that liner structure
Possess the ability of drum deformation on certain resistance tunnel bottom, the service life of liner structure can be extended.
Brief description of the drawings
This specification includes following two width accompanying drawing:
Fig. 1 is a kind of tunnel lining structure schematic diagram with tunnel bottom deformation allowance of the present invention;
Fig. 2 is a kind of deformation schematic diagram of the tunnel lining structure with tunnel bottom deformation allowance of the present invention;
Component, toponym and corresponding mark are shown in figure:Secondary lining 10, arch wall section 11, crown section 12, inverted arch
Inverted arch section before section 13, inverted arch packed layer 14, reinforced concrete floor 20, locking angle anchor pole or anchor cable 21, prearrangement of deformation amount groove 30, deformation
Internal periphery A1, inverted arch section Internal periphery A after deformation2, inverted arch section outline B before deformation1, inverted arch section outline B after deformation2, before deformation
Prearrangement of deformation amount bottom land contouring C1, prearrangement of deformation amount bottom land contouring C after deformation2。
Embodiment
Patent of the present invention is further illustrated below in conjunction with the accompanying drawings.
Reference picture 1, a kind of tunnel lining structure with tunnel bottom deformation allowance of the present invention, tunnel lining structure including by
The loopful shape secondary lining 10 that crown section 12, inverted arch section 13 and both sides arch wall section 11 are formed, inverted arch is set to fill out on inverted arch section 13
Fill layer 14.The upper surface of the inverted arch packed layer 14 is recessed cambered surface, in the arch of both sides arch wall section 11 on inverted arch packed layer 14
Between foot position fixed setting along tunnel Longitudinal extending reinforced concrete floor 20, the bottom surface of the reinforced concrete floor 20 with
Prearrangement of deformation amount groove 30 is formed between the upper surface of inverted arch packed layer 14.I.e. prearrangement of deformation amount groove 30 is to be reserved in inverted arch packed layer 14
The dead slot with one fixed width and height, certain deformation space can be provided for the upper drum of tunnel bottom structure, at the same time as in
Entreat drainage channel.
Referring to Figures 1 and 2, by setting prearrangement of deformation amount groove 30 in inverted arch packed layer 14, provided for drum on tunnel bottom certain
Deformation space, ensure that drum will not cause the upper drum on road surface on tunnel bottom, avoid tunnel influences traffic safety because being lifted on inverted arch.
Reinforced concrete floor 20 can ensure that road surface is not recessed and destroyed under Driving Loading.
Reference picture 1, the arch springing position of the both sides arch wall section 11 are anchored in tunnel surrounding stone along the longitudinally spaced setting in tunnel
The outer end of interior locking angle anchor pole or anchor cable 21, both sides locking angle anchor pole or anchor cable 21 is horizontal with the side of reinforced concrete floor 20 respectively
Anchor connection is held, prevents the both ends of reinforced concrete floor 20 to be subjected to displacement by locking angle anchor pole or anchor cable 21.The inverted arch filling
Layer 14 is filled by high-strength concrete, is added inverted arch thickness, is enhanced the non-deformability of tunnel bottom structure.
Reference picture 2, drum deforms the secondary lining 10 in the generation of inverted arch section 13 under outer load action, inverted arch section before deformation
Internal periphery A1With inverted arch section outline B before deformation1Inverted arch section Internal periphery A after deforming is moved under load action2And deformation
Inverted arch section outline B afterwards2Position, prearrangement of deformation amount bottom land contouring C before deformation1Upper drum prearrangement of deformation amount trench bottom to after deforming
Profile C2, the space of prearrangement of deformation amount groove 30 reduces.Armoured concrete slab 20 before being deformed after do not produce displacement, on tunnel bottom caused by drum
Malformation is carried out in the space of prearrangement of deformation amount groove 30, therefore can ensure that drum will not cause reinforced concrete floor 20 on tunnel bottom
Upper drum, avoid tunnel influences traffic safety because being lifted on inverted arch
The patent of the present invention a kind of tunnel lining structure with tunnel bottom deformation allowance described above that simply explains through diagrams
Some principles, be not intended to by patent of the present invention be confined to shown in and described concrete structure and the scope of application in, it is therefore every
Corresponding modification and the equivalent being utilized are possible to, belongs to the apllied the scope of the claims of patent of the present invention.
Claims (3)
1. a kind of tunnel lining structure with tunnel bottom deformation allowance, tunnel lining structure is included by crown section (12), inverted arch
The loopful shape secondary lining (10) that section (13) and both sides arch wall section (11) are formed, setting inverted arch packed layer on inverted arch section (13)
(14), it is characterized in that:The upper surface of the inverted arch packed layer (14) is recessed cambered surface, is encircleed on inverted arch packed layer (14) in both sides
Reinforced concrete floor (20) of the fixed setting along tunnel Longitudinal extending, the armored concrete between the arch springing position of wall section (11)
Prearrangement of deformation amount groove (30) is formed between the bottom surface of bottom plate (20) and the upper surface of inverted arch packed layer (14).
2. a kind of tunnel lining structure with tunnel bottom deformation allowance as claimed in claim 1, it is characterized in that:The both sides
The arch springing position of arch wall section (11) is anchored in locking angle anchor pole or anchor cable (21) in tunnel surrounding stone along the longitudinally spaced setting in tunnel,
The horizontal end anchor connection in side with reinforced concrete floor (20) respectively of the outer end of both sides locking angle anchor pole or anchor cable (21).
3. a kind of tunnel lining structure with tunnel bottom deformation allowance as claimed in claim 1, it is characterized in that:The inverted arch
Packed layer (14) is filled by high-strength concrete.
Priority Applications (1)
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CN201710766637.5A CN107524458B (en) | 2017-08-30 | 2017-08-30 | Tunnel lining structure with tunnel bottom reserved deformation |
Applications Claiming Priority (1)
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CN201710766637.5A CN107524458B (en) | 2017-08-30 | 2017-08-30 | Tunnel lining structure with tunnel bottom reserved deformation |
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CN107524458B CN107524458B (en) | 2023-09-22 |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109403160A (en) * | 2018-11-19 | 2019-03-01 | 中铁第四勘察设计院集团有限公司 | A kind of track deformation control structure in earthquake large deformation section Railway Tunnel |
CN111335915A (en) * | 2019-12-27 | 2020-06-26 | 山西省交通科技研发有限公司 | Section steel supporting structure and method for repairing damage of tunnel inverted arch crown |
CN111502706A (en) * | 2020-03-26 | 2020-08-07 | 中铁十八局集团有限公司 | Tunnel inverted arch structure and method suitable for bottom heave deformation control |
CN112696212A (en) * | 2020-12-31 | 2021-04-23 | 中铁二院工程集团有限责任公司 | Compressible tunnel bottom structure for inhibiting tunnel bottom bulging and construction method |
Citations (31)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2408038A1 (en) * | 1974-02-20 | 1975-08-21 | Friedrich Karl Dipl In Blindow | Minimising strata movement in driving tunnels - sections driven in steps are immediately lined with concrete |
GB2086959A (en) * | 1980-10-27 | 1982-05-19 | Charcon Tunnels Ltd | Tunnel lining rings |
CA2378716A1 (en) * | 1999-07-13 | 2001-01-18 | Friedrich Meyer | Method and system for encasing a pipe conduit, laid in an endless manner, with backfill concrete |
JP2002115496A (en) * | 2000-10-10 | 2002-04-19 | Ishikawajima Constr Materials Co Ltd | Arch-tunnel bottom slab |
JP2003064991A (en) * | 2001-08-28 | 2003-03-05 | Nikko Kensetsu Kk | Underground cavity filling method |
JP2004019178A (en) * | 2002-06-13 | 2004-01-22 | Shimizu Corp | Impervious lining structure of tunnel and steel box-shaped segment |
JP2009074330A (en) * | 2007-09-25 | 2009-04-09 | Toda Constr Co Ltd | Floor structure and floor construction method for road tunnel |
JP2009150165A (en) * | 2007-12-21 | 2009-07-09 | Kajima Corp | Tunnel interior structure and its construction method |
CN101598028A (en) * | 2009-06-29 | 2009-12-09 | 中铁二院工程集团有限责任公司 | Lining structure for super large section water-rich loess tunnel of high-speed railroad |
KR20100013417A (en) * | 2008-07-31 | 2010-02-10 | 재단법인서울대학교산학협력재단 | The tube tunnel constructed in an underground tunnel and its construction method |
CN201412163Y (en) * | 2009-05-22 | 2010-02-24 | 中铁第一勘察设计院集团有限公司 | Circular tunnel lining structure for construction of open-type tunnel boring machine |
CN102226399A (en) * | 2011-06-02 | 2011-10-26 | 中铁二院工程集团有限责任公司 | Soft rock four-line large-span tunnel three-bench cable-bracing excavation construction method |
WO2012177143A2 (en) * | 2011-06-21 | 2012-12-27 | Stabinor As | A method for constructing a tunnel course, and structural element for use by the method |
CN103133013A (en) * | 2013-03-24 | 2013-06-05 | 中铁二院工程集团有限责任公司 | Lining structure with rib arch-shaped open cut tunnel |
JP5492342B1 (en) * | 2013-06-25 | 2014-05-14 | 鹿島建設株式会社 | Shield tunnel floor slab, shield tunnel floor slab construction method, and shield tunnel construction method |
CN105134253A (en) * | 2015-07-09 | 2015-12-09 | 中铁十二局集团有限公司 | Tunnel inverted arch combined integrated template and method for concreting construction |
CN205243528U (en) * | 2015-12-23 | 2016-05-18 | 中铁十二局集团第二工程有限公司 | Lining cutting fracture reinforced structure is subsided to tunnel bottom |
CN105840211A (en) * | 2016-06-12 | 2016-08-10 | 中铁二院工程集团有限责任公司 | Pi-shaped plate and inverted arch combined tunnel bottom lining structure |
CN105863671A (en) * | 2016-06-12 | 2016-08-17 | 中铁二院工程集团有限责任公司 | Frame type low-position draining system tunnel lining structure |
CN105927272A (en) * | 2016-06-12 | 2016-09-07 | 中铁二院工程集团有限责任公司 | Floor anchoring constraint tunnel lining structure |
CN105953837A (en) * | 2016-06-14 | 2016-09-21 | 中铁二院工程集团有限责任公司 | Maintainable tunnel lining water pressure and displacement monitoring system |
CN106050262A (en) * | 2016-07-20 | 2016-10-26 | 中铁二院工程集团有限责任公司 | Composite lining structure for super-large-span pile-foundation-joist-based bearing arched tunnel and construction method thereof |
CN106089297A (en) * | 2016-07-29 | 2016-11-09 | 中铁工程设计咨询集团有限公司 | Railway tunnel bottom structure drainage device and method to set up thereof |
CN106089244A (en) * | 2016-06-12 | 2016-11-09 | 中铁二院工程集团有限责任公司 | Frame props up arched tunnel lining structure |
CN106351669A (en) * | 2016-10-17 | 2017-01-25 | 中铁四局集团第四工程有限公司 | Construction method for inhibiting loess mudstone tunnel bottom plate uplifting and longitudinal cracking |
CN106437748A (en) * | 2016-06-12 | 2017-02-22 | 中铁二院工程集团有限责任公司 | Separated maintainable tunnel lining structure |
CN106894830A (en) * | 2017-03-21 | 2017-06-27 | 西南交通大学 | A kind of double curvature arch supporting construction and construction method for underground engineering |
CN106907161A (en) * | 2017-04-28 | 2017-06-30 | 中铁二十二局集团第五工程有限公司 | A kind of novel tunnel inclined shaft chooses item special project construction method |
CN106968712A (en) * | 2017-05-12 | 2017-07-21 | 西南交通大学 | Water rich strata tunnel bottom discharge structure and its construction method |
CN107401413A (en) * | 2017-08-29 | 2017-11-28 | 中铁第勘察设计院集团有限公司 | Tunnel structure for expansive stratum |
CN207297036U (en) * | 2017-08-30 | 2018-05-01 | 中铁二院工程集团有限责任公司 | A kind of tunnel lining structure with tunnel bottom deformation allowance |
-
2017
- 2017-08-30 CN CN201710766637.5A patent/CN107524458B/en active Active
Patent Citations (31)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2408038A1 (en) * | 1974-02-20 | 1975-08-21 | Friedrich Karl Dipl In Blindow | Minimising strata movement in driving tunnels - sections driven in steps are immediately lined with concrete |
GB2086959A (en) * | 1980-10-27 | 1982-05-19 | Charcon Tunnels Ltd | Tunnel lining rings |
CA2378716A1 (en) * | 1999-07-13 | 2001-01-18 | Friedrich Meyer | Method and system for encasing a pipe conduit, laid in an endless manner, with backfill concrete |
JP2002115496A (en) * | 2000-10-10 | 2002-04-19 | Ishikawajima Constr Materials Co Ltd | Arch-tunnel bottom slab |
JP2003064991A (en) * | 2001-08-28 | 2003-03-05 | Nikko Kensetsu Kk | Underground cavity filling method |
JP2004019178A (en) * | 2002-06-13 | 2004-01-22 | Shimizu Corp | Impervious lining structure of tunnel and steel box-shaped segment |
JP2009074330A (en) * | 2007-09-25 | 2009-04-09 | Toda Constr Co Ltd | Floor structure and floor construction method for road tunnel |
JP2009150165A (en) * | 2007-12-21 | 2009-07-09 | Kajima Corp | Tunnel interior structure and its construction method |
KR20100013417A (en) * | 2008-07-31 | 2010-02-10 | 재단법인서울대학교산학협력재단 | The tube tunnel constructed in an underground tunnel and its construction method |
CN201412163Y (en) * | 2009-05-22 | 2010-02-24 | 中铁第一勘察设计院集团有限公司 | Circular tunnel lining structure for construction of open-type tunnel boring machine |
CN101598028A (en) * | 2009-06-29 | 2009-12-09 | 中铁二院工程集团有限责任公司 | Lining structure for super large section water-rich loess tunnel of high-speed railroad |
CN102226399A (en) * | 2011-06-02 | 2011-10-26 | 中铁二院工程集团有限责任公司 | Soft rock four-line large-span tunnel three-bench cable-bracing excavation construction method |
WO2012177143A2 (en) * | 2011-06-21 | 2012-12-27 | Stabinor As | A method for constructing a tunnel course, and structural element for use by the method |
CN103133013A (en) * | 2013-03-24 | 2013-06-05 | 中铁二院工程集团有限责任公司 | Lining structure with rib arch-shaped open cut tunnel |
JP5492342B1 (en) * | 2013-06-25 | 2014-05-14 | 鹿島建設株式会社 | Shield tunnel floor slab, shield tunnel floor slab construction method, and shield tunnel construction method |
CN105134253A (en) * | 2015-07-09 | 2015-12-09 | 中铁十二局集团有限公司 | Tunnel inverted arch combined integrated template and method for concreting construction |
CN205243528U (en) * | 2015-12-23 | 2016-05-18 | 中铁十二局集团第二工程有限公司 | Lining cutting fracture reinforced structure is subsided to tunnel bottom |
CN106089244A (en) * | 2016-06-12 | 2016-11-09 | 中铁二院工程集团有限责任公司 | Frame props up arched tunnel lining structure |
CN106437748A (en) * | 2016-06-12 | 2017-02-22 | 中铁二院工程集团有限责任公司 | Separated maintainable tunnel lining structure |
CN105927272A (en) * | 2016-06-12 | 2016-09-07 | 中铁二院工程集团有限责任公司 | Floor anchoring constraint tunnel lining structure |
CN105840211A (en) * | 2016-06-12 | 2016-08-10 | 中铁二院工程集团有限责任公司 | Pi-shaped plate and inverted arch combined tunnel bottom lining structure |
CN105863671A (en) * | 2016-06-12 | 2016-08-17 | 中铁二院工程集团有限责任公司 | Frame type low-position draining system tunnel lining structure |
CN105953837A (en) * | 2016-06-14 | 2016-09-21 | 中铁二院工程集团有限责任公司 | Maintainable tunnel lining water pressure and displacement monitoring system |
CN106050262A (en) * | 2016-07-20 | 2016-10-26 | 中铁二院工程集团有限责任公司 | Composite lining structure for super-large-span pile-foundation-joist-based bearing arched tunnel and construction method thereof |
CN106089297A (en) * | 2016-07-29 | 2016-11-09 | 中铁工程设计咨询集团有限公司 | Railway tunnel bottom structure drainage device and method to set up thereof |
CN106351669A (en) * | 2016-10-17 | 2017-01-25 | 中铁四局集团第四工程有限公司 | Construction method for inhibiting loess mudstone tunnel bottom plate uplifting and longitudinal cracking |
CN106894830A (en) * | 2017-03-21 | 2017-06-27 | 西南交通大学 | A kind of double curvature arch supporting construction and construction method for underground engineering |
CN106907161A (en) * | 2017-04-28 | 2017-06-30 | 中铁二十二局集团第五工程有限公司 | A kind of novel tunnel inclined shaft chooses item special project construction method |
CN106968712A (en) * | 2017-05-12 | 2017-07-21 | 西南交通大学 | Water rich strata tunnel bottom discharge structure and its construction method |
CN107401413A (en) * | 2017-08-29 | 2017-11-28 | 中铁第勘察设计院集团有限公司 | Tunnel structure for expansive stratum |
CN207297036U (en) * | 2017-08-30 | 2018-05-01 | 中铁二院工程集团有限责任公司 | A kind of tunnel lining structure with tunnel bottom deformation allowance |
Non-Patent Citations (3)
Title |
---|
周森;: "高速公路隧道仰拱底鼓破坏机理分析及处治措施", no. 05, pages 97 - 99 * |
孙韶峰;袁竹;赵万强;: "高地应力区砂泥岩地层隧道开裂原因分析及处理原则", 现代隧道技术, no. 04, pages 170 - 175 * |
曾满元;陈赤坤;赵东平;: "中日铁路隧道工程技术标准对比分析研究", no. 1, pages 27 - 32 * |
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