CN109519194A - The hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum and construction method - Google Patents
The hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum and construction method Download PDFInfo
- Publication number
- CN109519194A CN109519194A CN201811523919.3A CN201811523919A CN109519194A CN 109519194 A CN109519194 A CN 109519194A CN 201811523919 A CN201811523919 A CN 201811523919A CN 109519194 A CN109519194 A CN 109519194A
- Authority
- CN
- China
- Prior art keywords
- jurisdiction
- hexagon section
- rubber slab
- section
- tunnel
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 11
- 229920001971 elastomer Polymers 0.000 claims abstract description 61
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 229920001084 poly(chloroprene) Polymers 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 230000003447 ipsilateral effect Effects 0.000 claims description 6
- 239000002994 raw material Substances 0.000 claims description 6
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 3
- 239000004836 Glue Stick Substances 0.000 claims description 2
- 238000000465 moulding Methods 0.000 claims 1
- 238000005520 cutting process Methods 0.000 abstract description 12
- 239000000203 mixture Substances 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 230000008961 swelling Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000011435 rock Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000005641 tunneling Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- GUJOJGAPFQRJSV-UHFFFAOYSA-N dialuminum;dioxosilane;oxygen(2-);hydrate Chemical compound O.[O-2].[O-2].[O-2].[Al+3].[Al+3].O=[Si]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O GUJOJGAPFQRJSV-UHFFFAOYSA-N 0.000 description 1
- 229910052900 illite Inorganic materials 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052901 montmorillonite Inorganic materials 0.000 description 1
- VGIBGUSAECPPNB-UHFFFAOYSA-L nonaaluminum;magnesium;tripotassium;1,3-dioxido-2,4,5-trioxa-1,3-disilabicyclo[1.1.1]pentane;iron(2+);oxygen(2-);fluoride;hydroxide Chemical compound [OH-].[O-2].[O-2].[O-2].[O-2].[O-2].[F-].[Mg+2].[Al+3].[Al+3].[Al+3].[Al+3].[Al+3].[Al+3].[Al+3].[Al+3].[Al+3].[K+].[K+].[K+].[Fe+2].O1[Si]2([O-])O[Si]1([O-])O2.O1[Si]2([O-])O[Si]1([O-])O2.O1[Si]2([O-])O[Si]1([O-])O2.O1[Si]2([O-])O[Si]1([O-])O2.O1[Si]2([O-])O[Si]1([O-])O2.O1[Si]2([O-])O[Si]1([O-])O2.O1[Si]2([O-])O[Si]1([O-])O2 VGIBGUSAECPPNB-UHFFFAOYSA-L 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 230000001360 synchronised effect Effects 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
- E21D11/08—Lining with building materials with preformed concrete slabs
- E21D11/083—Methods or devices for joining adjacent concrete segments
-
- 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
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 kind of hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum and construction methods, the composition of its hexagon section of jurisdiction is: opening there are three through hole the hexagon section of jurisdiction end Liang Ge, the upper end of through hole is located at the upper surface of end, and the lower end of through hole is located at the lower end surface of end；Be filled with rubber bar in through hole, and the upper surface of rubber bar, lower end surface with flushed respectively with upper surface, the lower end surface of hexagonal tube piece end；It is bonded on hexagonal tube piece end with the matched rubber slab in hexagonal tube piece end, the water-proof strip that rubber slab is equipped with capillary groove and is adapted to capillary groove；And the capillary groove on the rubber slab of hexagon section of jurisdiction one end bonding is located at the inside of rubber slab, the capillary groove on the rubber slab of hexagon section of jurisdiction the other end bonding is located at the outside of rubber slab.This kind of hexagon section of jurisdiction can reduce the equivalent stiffness of lining cutting, reduce the expansive force in lining cutting, to guarantee the safe and reliable of the tunnel boring machine tunnel for being built in swelled ground stratum.
Description
Technical field:
The present invention relates to a kind of hexagon section of jurisdiction in tunnel boring machine tunnel and construction methods.
Background technique:
The clay ingredient on swelled ground stratum (swelled rock and soil) is mainly made of strongly hydrophilic mineral montmorillonite and illite, this
Class mineral have the stronger ability in conjunction with water, water swelling, dehydration shrinkage, and have the characteristic of reciprocal breathing.Expand soil
Layer can generate expansive force when water swelling is by external constraint in the soil body.Therefore, tunneling is in swelled ground stratum,
Water swelling once occurs for the soil body, and the lining cutting in tunnel can bear the biggish bulbs of pressure, so as to cause lining deformation and destruction.
It is a kind of by rotation that full face tunnel boring machine, which is also known as tunnel boring machine (Tunnel Boring Machine, abbreviation TBM),
And cutterhead is promoted, knife fractured rock is rolled by dish type, and the construction of tunnel for keeping tunnel tunneling boring once-forming is mechanical.Tunnel
The great advantage of hole tunneler construction is exactly that cavitation speed is fast, wherein to construct the speed of tunnel-liner most using hexagon section of jurisdiction
Fastly.Hexagon section of jurisdiction actually precast member for reinforcing bar concrete, (vertical view) is in fan annular in terms of top surface；(facing) is in six in terms of front
In " > " shape of protrusion, upper and lower sides are linear type for side shape, i.e. both ends；Therefore claim hexagon section of jurisdiction.The width (six of hexagon section of jurisdiction
Distance between two long sides of side shape) it is generally two strokes of tunnel boring machine.The installation exercise of section of jurisdiction is in tunnel boring machine
Afterwards in shield, and progress synchronous with tunnel excavation, section of jurisdiction are staggeredly engaged and are assembled into annulus, form the liner structure in tunnel.Due to
Section of jurisdiction is that occlusion is assembled, the gap very little between section of jurisdiction, if still using such liner structure, expansive rock on swelled ground stratum
Soil body water swelling can generate biggish expansion extruding force to lining cutting, cause lining cutting to generate biggish internal force, thus to lining cutting
Mechanical property requirements greatly improve.Though the compressive property of lining cutting can be improved by increasing reinforcing bar amount, section of jurisdiction is increased
Preparation and assembled cost.
Summary of the invention:
The object of the present invention is to provide a kind of hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum, six sides of this kind
Shape section of jurisdiction can reduce the equivalent stiffness of lining cutting, effectively reduce the expansive force acted in lining cutting, to guarantee to be built in expansion soil
Layer tunnel boring machine tunnel tunnel structure it is safe and reliable；And there is good waterproof performance.
The technical scheme adopted by the invention for realizing the object of the invention is a kind of tunnel boring machine tunnel on swelled ground stratum
Hexagon section of jurisdiction, it is characterised in that:
The hexagon section of jurisdiction end Liang Ge is opened there are three through hole up and down, and the upper end of through hole is located at end
The upper surface in portion, the lower end of through hole are located at the lower end surface of end；Rubber bar, and the upper end of rubber bar are filled in through hole
Face, lower end surface are flushed with upper surface, the lower end surface of hexagonal tube piece end respectively；
Be bonded on hexagonal tube piece end with the matched rubber slab in hexagonal tube piece end, rubber slab be equipped with capillary groove and
The water-proof strip being adapted to capillary groove；And hexagon section of jurisdiction one end bonding rubber slab on capillary groove and the other end bonding
Water-proof strip on rubber slab is located at the ipsilateral of hexagon section of jurisdiction.
Compared with prior art, the beneficial effects of the present invention are:
One, the staggeredly occlusion assembly between hexagonal tube piece end of the invention is no longer the direct rigid splicing between concrete
It connects, and becomes the flexible connection between the rubber slab of end.When the generation water swelling of swelled ground stratum, biggish expansive force is generated
When, expansive force can be absorbed by rubber slab flexible, effectively reduce the expansive force acted in lining cutting, avoid breaking liner structure
It is bad.When expansive force effect is very big, the through hole meeting stress of section of jurisdiction end is concentrated, and Local Cracking occurs, formation can carry out
The end of maintenance and reinforcement is destroyed, and the tunnel after reinforcement and repair remains to normal use.So as to avoid section of jurisdiction overall structure by broken
It is bad, reinforcing cannot be repaired, tunnel can only be scrapped the problem of abandoning.In short, having present invention reduces the equivalent stiffness of lining cutting
Effect reduces the expansive force acted in lining cutting and the destruction to liner structure, ensure that the safe and reliable of tunnel structure, improves
The service life in tunnel.
Two, hexagonal tube piece end rubber slab capillary groove carries out chimeric with adjacent hexagons section of jurisdiction collision mat, can be effective
The entrance of water is obstructed, so that tunnel structure of the invention has good waterproof performance.
Three, main structure, the size of hexagon section of jurisdiction of the invention do not change, and do not have to when production change existing section of jurisdiction mould
Plate, preparation cost increase is small, is convenient for promotion and implementation.
It is a further object of the present invention to provide a kind of hexagons in above-mentioned tunnel boring machine tunnel for swelled ground stratum
The construction method of section of jurisdiction, this method it is simple to operate, construction cost is low.
The present invention realizes its another object the technical scheme adopted is that a kind of tunnel boring machine tunnel on swelled ground stratum
Hexagon section of jurisdiction construction method, its step are as follows:
A, 3 arc-shaped steel tubes, then casting concrete are vertically fixed respectively at the both ends of the mold of hexagon section of jurisdiction, mix
Arc-shaped steel tube is taken out after solidifying earth forming, both ends is obtained and opens that there are three the hexagon sections of jurisdiction of through hole up and down；
B, diameter of section columned rubber bar identical with the internal diameter of arc-shaped steel tube is made using neoprene raw material,
Rubber bar is inserted into through hole, and cut rubber bar to make the end face of its end Yu hexagon section of jurisdiction；
C, with neoprene raw material be made with the matched rubber slab in hexagonal tube piece end, and rubber slab with capillary groove and
The water-proof strip being adapted to capillary groove；
D, rubber slab is bonded on hexagonal tube piece end using the adhesive of neoprene, and hexagon section of jurisdiction one end
Capillary groove on the rubber slab of portion's bonding and the water-proof strip on the rubber slab of the other end bonding are located at hexagon section of jurisdiction rubber slab
It is ipsilateral.
This method is simple to operate, and cost low energy rapid build goes out to be used for the tunnel boring machine tunnel on swelled ground stratum
Hexagon section of jurisdiction.
Present invention will be described in further detail below with reference to the accompanying drawings and specific embodiments.
Detailed description of the invention
Fig. 1 is the schematic perspective view of the embodiment of the present invention.
Fig. 2 is that the embodiment of the present invention removes the schematic perspective view after rubber slab.
Specific embodiment:
Fig. 1-2 is shown, a kind of hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum, it is characterised in that:
Open the through hole 2 there are three up and down, the upper end position of through hole 2 in the end of hexagon section of jurisdiction 1 two
Upper surface 1a in end, the lower end of through hole 2 are located at the lower end surface 1b of end；Rubber bar 3, and rubber are filled in through hole 2
Upper surface, the lower end surface of glue stick 3 are flushed with the upper surface 1a of 1 end of hexagon section of jurisdiction, lower end surface 1b respectively；
It is bonded on 1 end of hexagon section of jurisdiction with the matched rubber slab 4 in 1 end of hexagon section of jurisdiction, rubber slab 4 is equipped with waterproof
Slot 5 and the water-proof strip 6 being adapted to capillary groove 5；And 1 one end of hexagon section of jurisdiction bonding rubber slab 4 on capillary groove 5 with it is another
Water-proof strip 6 on the rubber slab 4 of end bonding is located at the ipsilateral of hexagon section of jurisdiction 1.That is: when and 1 one end of hexagon section of jurisdiction it is viscous
When capillary groove 5 on the rubber slab 4 of knot is located at the outside of fan annular of hexagon section of jurisdiction 1；Then 1 the other end of hexagon section of jurisdiction
Water-proof strip 5 on the rubber slab 4 of bonding must be located at the outside of the fan annular of hexagon section of jurisdiction 1；Alternatively, 1 one end of hexagon section of jurisdiction
When capillary groove 5 on the rubber slab 4 of portion's bonding is located at the inside of fan annular of hexagon section of jurisdiction 1；Then the hexagon section of jurisdiction 1 is another
Water-proof strip 5 on the rubber slab 4 of end bonding must be located at the inside of the fan annular of hexagon section of jurisdiction 1.
The construction method of the hexagon section of jurisdiction in the tunnel boring machine tunnel on the swelled ground stratum of this example, its step are as follows:
A, 3 arc-shaped steel tubes, then casting concrete are vertically fixed respectively at the both ends of the mold of hexagon section of jurisdiction, mix
Arc-shaped steel tube is taken out after solidifying earth forming, both ends is obtained and opens that there are three the hexagon sections of jurisdiction 1 of through hole 2 up and down；
B, diameter of section columned rubber bar identical with the internal diameter of arc-shaped steel tube is made using neoprene raw material
3, rubber bar 3 is inserted into through hole 2, and cut rubber bar 3 to make the end face of its end Yu hexagon section of jurisdiction 1；
C, with neoprene raw material be made with the matched rubber slab 4 in 1 end of hexagon section of jurisdiction, and rubber slab 4 have waterproof
Slot 5 and the water-proof strip 6 being adapted to capillary groove 5；
D, rubber slab 4 is bonded on 1 end of hexagon section of jurisdiction using the adhesive of neoprene, and hexagon section of jurisdiction 1
Capillary groove 5 on the rubber slab 4 of one end bonding and the water-proof strip 6 on the rubber slab 4 of the other end bonding are located at hexagonal tube
1 rubber slab 4 of piece it is ipsilateral.
Claims (2)
1. a kind of hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum, it is characterised in that:
Open the through hole (2) there are three up and down, the upper end of through hole (2) in the end of hexagon section of jurisdiction (1) two
Positioned at the upper surface (1a) of end, the lower end of through hole (2) is located at the lower end surface (1b) of end；Rubber is filled in through hole (2)
Glue stick (3), and the upper surface of rubber bar (3), lower end surface upper surface (1a), the lower end surface with hexagon section of jurisdiction (1) end respectively
(1b) is flushed；
It is bonded on hexagon section of jurisdiction (1) end with the matched rubber slab in hexagon section of jurisdiction (1) end (4), rubber slab (4) is equipped with
Capillary groove (5) and the water-proof strip (6) being adapted to capillary groove (5)；And on the rubber slab (4) of hexagon section of jurisdiction (1) one end bonding
The rubber slab (4) that is bonded with the other end of capillary groove (5) on water-proof strip (6) be located at the ipsilateral of hexagon section of jurisdiction (1).
2. a kind of construction method of the hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum, its step are as follows:
A, 3 arc-shaped steel tubes, then casting concrete, concrete are vertically fixed respectively at the both ends of the mold of hexagon section of jurisdiction
Arc-shaped steel tube is taken out after molding, is obtained both ends and is opened hexagon section of jurisdiction (1) there are three through hole (2) up and down；
B, diameter of section columned rubber bar (3) identical with the internal diameter of arc-shaped steel tube is made using neoprene raw material,
Rubber bar (3) are inserted into through hole (2), and cut rubber bar (3) to make the end face of its end Yu hexagon section of jurisdiction (1)；
C, with neoprene raw material be made with the matched rubber slab in hexagon section of jurisdiction (1) end (4), and rubber slab (4) is with anti-
Sink (5) and the water-proof strip (6) being adapted to capillary groove (5)；
D, rubber slab (4) is bonded on hexagon section of jurisdiction (1) end using the adhesive of neoprene, and hexagon section of jurisdiction
(1) water-proof strip (6) position on the capillary groove (5) on the rubber slab (4) of one end bonding and the rubber slab (4) of the other end bonding
In the ipsilateral of hexagon section of jurisdiction (1) rubber slab (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811523919.3A CN109519194B (en) | 2018-12-13 | 2018-12-13 | Hexagonal duct piece of tunnel boring machine for expanding soil layer and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811523919.3A CN109519194B (en) | 2018-12-13 | 2018-12-13 | Hexagonal duct piece of tunnel boring machine for expanding soil layer and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109519194A true CN109519194A (en) | 2019-03-26 |
| CN109519194B CN109519194B (en) | 2023-10-20 |
Family
ID=65795434
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811523919.3A Active CN109519194B (en) | 2018-12-13 | 2018-12-13 | Hexagonal duct piece of tunnel boring machine for expanding soil layer and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109519194B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359934A (en) * | 2019-08-21 | 2019-10-22 | 中国铁建重工集团股份有限公司 | Hexagon section of jurisdiction, supporting construction and method for tunnel construction |
| CN112554218A (en) * | 2020-12-11 | 2021-03-26 | 中隧隧盾国际建设工程有限公司 | Construction method of assembled open caisson |
| CN113404501A (en) * | 2021-06-30 | 2021-09-17 | 中铁工程服务有限公司 | Continuous tunneling construction method based on hexagonal duct piece |
Citations (35)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3695044A (en) * | 1969-04-12 | 1972-10-03 | Masahiro Hoshino | Sealing method of sealed segments of a tunnel |
| GB1514009A (en) * | 1975-11-19 | 1978-06-14 | Voest Alpine Montan Ag | Lining ring segment for tunnels |
| SU1576647A1 (en) * | 1988-09-12 | 1990-07-07 | Среднеазиатское Отделение Всесоюзного Проектно-Изыскательского И Научно-Исследовательского Института "Гидропроект" Им.С.Я.Жука | Tunnel lining |
| JPH04368597A (en) * | 1991-06-17 | 1992-12-21 | Nippon Buikutoritsuku Kk | Flexible segment for shield tunneling method |
| JPH10238298A (en) * | 1997-02-25 | 1998-09-08 | C I Kasei Co Ltd | Connection structure for water stopping material and water stopping structure of segment |
| JPH1181888A (en) * | 1997-09-09 | 1999-03-26 | Tokyo Electric Power Co Inc:The | Structure of segment made of reinforced concrete using joint tool made of glass fiber-reinforced plastic, and manufacture thereof |
| JPH11350887A (en) * | 1998-06-11 | 1999-12-21 | Kumagai Gumi Co Ltd | Inside locking joint structure and segment using it |
| JP2000110495A (en) * | 1998-10-02 | 2000-04-18 | C I Kasei Co Ltd | Tunnel segment seal structure, segment and sealant |
| KR20000067383A (en) * | 1999-04-28 | 2000-11-15 | 윤상기 | Segment of tunnel for providing easy construction and solid assembly |
| JP2002004793A (en) * | 2000-06-20 | 2002-01-09 | Hokusei Rubber Kogyo Kk | Rubber gasket for tunnel segment |
| JP2004204622A (en) * | 2002-12-26 | 2004-07-22 | Okumura Corp | Segment for tunnel lining |
| JP2006177024A (en) * | 2004-12-22 | 2006-07-06 | C I Kasei Co Ltd | Segment installing sealant and its processing method |
| JP2007023541A (en) * | 2005-07-13 | 2007-02-01 | C I Kasei Co Ltd | Water cut-off structure of segment for shield tunnel |
| JP2009235728A (en) * | 2008-03-26 | 2009-10-15 | Jfe Engineering Corp | Cut-off structure of segment for tunnel, and segment for tunnel |
| CN101871352A (en) * | 2010-06-13 | 2010-10-27 | 上海隧道工程股份有限公司 | Water-proof method for seepagetunnel with super burial depth |
| CN101892848A (en) * | 2010-07-21 | 2010-11-24 | 西南交通大学 | Shield tunnel segment lining anti-seismic longitudinal joint |
| CN101899984A (en) * | 2010-07-21 | 2010-12-01 | 西南交通大学 | Elastic longitudinal joint device used for shield tunnel segments in swelling soil areas |
| KR20100135606A (en) * | 2009-06-17 | 2010-12-27 | 황우갑 | Assembly type water way |
| CN201818313U (en) * | 2010-07-21 | 2011-05-04 | 西南交通大学 | Longitudinal joint elastic device of shield tunnel segment lining in expansive rock and soil area |
| CN102733829A (en) * | 2011-04-07 | 2012-10-17 | 上海市电力公司 | Water-proof structure of tunnel lining joint in shield-method construction |
| CN103206228A (en) * | 2013-03-28 | 2013-07-17 | 西南交通大学 | Flexible segment for shield tunnel |
| CN105178983A (en) * | 2015-08-24 | 2015-12-23 | 济南轨道交通集团有限公司 | Circumferential prestress strengthening tunnel segment and manufacturing method |
| CN205370598U (en) * | 2016-01-28 | 2016-07-06 | 杭州建工建材有限公司 | Section of jurisdiction sealing strip |
| CN105781577A (en) * | 2016-05-03 | 2016-07-20 | 西南交通大学 | Dodecagonal segment for shield tunnel construction and segment lining structure |
| CN105862990A (en) * | 2016-03-24 | 2016-08-17 | 上海市机械施工集团有限公司 | Prefabricated assembly well wall structure and construction method thereof |
| CN205578004U (en) * | 2016-01-28 | 2016-09-14 | 杭州建工建材有限公司 | Tunnel segment connection structure of high strength |
| KR20160121356A (en) * | 2015-04-10 | 2016-10-19 | 주식회사 디에스글로벌이씨엠 | Arch shaped structure and construction method thereof |
| CN106595918A (en) * | 2016-11-17 | 2017-04-26 | 中国科学院武汉岩土力学研究所 | Long-term monitoring apparatus and method for soil pressure outside duct piece of shield tunnel |
| CN106812543A (en) * | 2017-03-23 | 2017-06-09 | 江苏建筑职业技术学院 | It is a kind of can multistage power consumption collaboration allow the roadway support structure and joining method of pressure |
| CN107101788A (en) * | 2017-04-26 | 2017-08-29 | 同济大学 | Shield tunnel lining segment T words stitch two seals pad waterproof test device and method |
| CN107366544A (en) * | 2017-08-03 | 2017-11-21 | 华东交通大学 | A kind of piston type particle damping energy dissipation vibration damping subway segment |
| CN107842372A (en) * | 2017-11-22 | 2018-03-27 | 浙江海洋大学 | A kind of tunnel structure of high-strength anti-seismic |
| CN108301843A (en) * | 2018-03-02 | 2018-07-20 | 北京交通大学 | Underwater shield tunnel shock resisting composite lining structure |
| CN108914931A (en) * | 2018-07-13 | 2018-11-30 | 北京工业大学 | A kind of ring-like foundation pile of the vertical shield of assembled and construction method |
| CN209430207U (en) * | 2018-12-13 | 2019-09-24 | 西南交通大学 | A kind of hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum |
-
2018
- 2018-12-13 CN CN201811523919.3A patent/CN109519194B/en active Active
Patent Citations (35)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3695044A (en) * | 1969-04-12 | 1972-10-03 | Masahiro Hoshino | Sealing method of sealed segments of a tunnel |
| GB1514009A (en) * | 1975-11-19 | 1978-06-14 | Voest Alpine Montan Ag | Lining ring segment for tunnels |
| SU1576647A1 (en) * | 1988-09-12 | 1990-07-07 | Среднеазиатское Отделение Всесоюзного Проектно-Изыскательского И Научно-Исследовательского Института "Гидропроект" Им.С.Я.Жука | Tunnel lining |
| JPH04368597A (en) * | 1991-06-17 | 1992-12-21 | Nippon Buikutoritsuku Kk | Flexible segment for shield tunneling method |
| JPH10238298A (en) * | 1997-02-25 | 1998-09-08 | C I Kasei Co Ltd | Connection structure for water stopping material and water stopping structure of segment |
| JPH1181888A (en) * | 1997-09-09 | 1999-03-26 | Tokyo Electric Power Co Inc:The | Structure of segment made of reinforced concrete using joint tool made of glass fiber-reinforced plastic, and manufacture thereof |
| JPH11350887A (en) * | 1998-06-11 | 1999-12-21 | Kumagai Gumi Co Ltd | Inside locking joint structure and segment using it |
| JP2000110495A (en) * | 1998-10-02 | 2000-04-18 | C I Kasei Co Ltd | Tunnel segment seal structure, segment and sealant |
| KR20000067383A (en) * | 1999-04-28 | 2000-11-15 | 윤상기 | Segment of tunnel for providing easy construction and solid assembly |
| JP2002004793A (en) * | 2000-06-20 | 2002-01-09 | Hokusei Rubber Kogyo Kk | Rubber gasket for tunnel segment |
| JP2004204622A (en) * | 2002-12-26 | 2004-07-22 | Okumura Corp | Segment for tunnel lining |
| JP2006177024A (en) * | 2004-12-22 | 2006-07-06 | C I Kasei Co Ltd | Segment installing sealant and its processing method |
| JP2007023541A (en) * | 2005-07-13 | 2007-02-01 | C I Kasei Co Ltd | Water cut-off structure of segment for shield tunnel |
| JP2009235728A (en) * | 2008-03-26 | 2009-10-15 | Jfe Engineering Corp | Cut-off structure of segment for tunnel, and segment for tunnel |
| KR20100135606A (en) * | 2009-06-17 | 2010-12-27 | 황우갑 | Assembly type water way |
| CN101871352A (en) * | 2010-06-13 | 2010-10-27 | 上海隧道工程股份有限公司 | Water-proof method for seepagetunnel with super burial depth |
| CN101899984A (en) * | 2010-07-21 | 2010-12-01 | 西南交通大学 | Elastic longitudinal joint device used for shield tunnel segments in swelling soil areas |
| CN101892848A (en) * | 2010-07-21 | 2010-11-24 | 西南交通大学 | Shield tunnel segment lining anti-seismic longitudinal joint |
| CN201818313U (en) * | 2010-07-21 | 2011-05-04 | 西南交通大学 | Longitudinal joint elastic device of shield tunnel segment lining in expansive rock and soil area |
| CN102733829A (en) * | 2011-04-07 | 2012-10-17 | 上海市电力公司 | Water-proof structure of tunnel lining joint in shield-method construction |
| CN103206228A (en) * | 2013-03-28 | 2013-07-17 | 西南交通大学 | Flexible segment for shield tunnel |
| KR20160121356A (en) * | 2015-04-10 | 2016-10-19 | 주식회사 디에스글로벌이씨엠 | Arch shaped structure and construction method thereof |
| CN105178983A (en) * | 2015-08-24 | 2015-12-23 | 济南轨道交通集团有限公司 | Circumferential prestress strengthening tunnel segment and manufacturing method |
| CN205578004U (en) * | 2016-01-28 | 2016-09-14 | 杭州建工建材有限公司 | Tunnel segment connection structure of high strength |
| CN205370598U (en) * | 2016-01-28 | 2016-07-06 | 杭州建工建材有限公司 | Section of jurisdiction sealing strip |
| CN105862990A (en) * | 2016-03-24 | 2016-08-17 | 上海市机械施工集团有限公司 | Prefabricated assembly well wall structure and construction method thereof |
| CN105781577A (en) * | 2016-05-03 | 2016-07-20 | 西南交通大学 | Dodecagonal segment for shield tunnel construction and segment lining structure |
| CN106595918A (en) * | 2016-11-17 | 2017-04-26 | 中国科学院武汉岩土力学研究所 | Long-term monitoring apparatus and method for soil pressure outside duct piece of shield tunnel |
| CN106812543A (en) * | 2017-03-23 | 2017-06-09 | 江苏建筑职业技术学院 | It is a kind of can multistage power consumption collaboration allow the roadway support structure and joining method of pressure |
| CN107101788A (en) * | 2017-04-26 | 2017-08-29 | 同济大学 | Shield tunnel lining segment T words stitch two seals pad waterproof test device and method |
| CN107366544A (en) * | 2017-08-03 | 2017-11-21 | 华东交通大学 | A kind of piston type particle damping energy dissipation vibration damping subway segment |
| CN107842372A (en) * | 2017-11-22 | 2018-03-27 | 浙江海洋大学 | A kind of tunnel structure of high-strength anti-seismic |
| CN108301843A (en) * | 2018-03-02 | 2018-07-20 | 北京交通大学 | Underwater shield tunnel shock resisting composite lining structure |
| CN108914931A (en) * | 2018-07-13 | 2018-11-30 | 北京工业大学 | A kind of ring-like foundation pile of the vertical shield of assembled and construction method |
| CN209430207U (en) * | 2018-12-13 | 2019-09-24 | 西南交通大学 | A kind of hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum |
Non-Patent Citations (10)
| Title |
|---|
| WANG, XF 等: "Design of Reinforced Concrete Segment for Cross River Shield Tunnel in Long Distance Gas Pipeline Project", MATERIALS SCIENCE, CIVIL ENGINEERING AND ARCHITECTURE SCIENCE, MECHANICAL ENGINEERING AND MANUFACTURING TECHNOLOGY, PTS 1 AND 2 * |
| ZHANG, ZQ等: "STUDY ON STABILITY OF GIANT LANDSIDE AND LOCATION OF TRANSPORTATION TUNNEL GOING THROUGH FAULT RUPTURE", PROCEEDINGS OF INTERNATIONAL CONFERENCE ON EARTHQUAKE ENGINEERING - THE FIRST ANNIVERSARY OF WENCHUAN EARTHQUAKE * |
| 周相连;郑灯潜;李春红;: "盾构管片专用胶的研制及应用", 粘接, no. 10 * |
| 孙士英;章跃林;: "特制CK砂浆在国内某隧洞管片衬砌中的应用", 水利水电工程设计, no. 01 * |
| 张恒;陈寿根;陈亮;: "黏土地层盾构隧道管片衬砌力学行为研究", 城市轨道交通研究, no. 08 * |
| 李围, 何川, 张志强: "大型地下结构下修建盾构隧道模型试验", 西南交通大学学报, no. 04 * |
| 游龙飞;: "越江盾构隧道的防渗止水设计研究", 铁道标准设计, no. 07 * |
| 游龙飞;卢文波;吴庆鸣;孙晓勇;: "TBM施工隧洞防渗止水研究", 人民黄河, no. 11 * |
| 王刚;贺飞;陈靖;吴玲玲;彭龙贵;: "膨胀土地层下地铁隧道盾构管片受力数值计算分析", 西安工业大学学报, no. 02 * |
| 陈俊生;莫海鸿;黎振东;: "盾构隧道管片接头三维有限元分析", 建筑结构, no. 10 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359934A (en) * | 2019-08-21 | 2019-10-22 | 中国铁建重工集团股份有限公司 | Hexagon section of jurisdiction, supporting construction and method for tunnel construction |
| CN110359934B (en) * | 2019-08-21 | 2021-07-23 | 中国铁建重工集团股份有限公司 | Hexagonal pipe piece, supporting structure and tunnel construction method |
| CN112554218A (en) * | 2020-12-11 | 2021-03-26 | 中隧隧盾国际建设工程有限公司 | Construction method of assembled open caisson |
| CN113404501A (en) * | 2021-06-30 | 2021-09-17 | 中铁工程服务有限公司 | Continuous tunneling construction method based on hexagonal duct piece |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109519194B (en) | 2023-10-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101603429B (en) | Anti-seepage structure of composite lining deformation joints of ground fissure stratum tunnel and construction method thereof | |
| CN109519194A (en) | The hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum and construction method | |
| CN106337690B (en) | Fracture zone-crossing tunnel lining waterproof joint structure and construction method thereof | |
| CN104790393B (en) | Double-anchoring-section prestress anchor cable structure and constructing method thereof | |
| CN101748755B (en) | Flexible connecting and sealing bitumastic impervious structure of tunnel deformation joint and constructing method | |
| CN107605498B (en) | Construction method for horizontal grouting reinforcement structure of end head of shield tunnel in water-rich sandy pebble stratum | |
| CN204703160U (en) | Two anchoring section prestressed anchor Cable Structure | |
| CN208793021U (en) | A kind of shield tunnel anti-floating control structure | |
| CN106640107B (en) | Construction method of the push pipe into hole tooling in foam soil without cheating outer foundation stabilization | |
| CN105350988A (en) | Tunnel base reinforcing method | |
| CN209430207U (en) | A kind of hexagon section of jurisdiction in the tunnel boring machine tunnel on swelled ground stratum | |
| CN111549691A (en) | Novel assembled box culvert and construction method thereof | |
| CN111075456B (en) | Full-section construction structure and construction method for large-section weak stratum tunnel | |
| CN111364374A (en) | Shear-resistant reinforcing method for small-section hollow beam | |
| CN111322089A (en) | Vault prefabricated assembled tunnel and construction method | |
| CN111305875A (en) | Foam concrete yielding support structure for extruded large-deformation tunnel and construction method | |
| CN105201447B (en) | A kind of rapid hardening slurries grouting reinforcement system and its application method | |
| CN103195370B (en) | A kind of combination type drill bit | |
| CN217518646U (en) | Barrier removing tunnel structure for passing through existing station | |
| CN108979690A (en) | A kind of shield tunnel anti-floating control structure and application method | |
| CN111997632B (en) | Method for shield to pass through vertical shaft | |
| CN115142854A (en) | Mine method tunnel single-layer lining structure system and construction method | |
| CN109139022A (en) | A kind of prefbricated tunnel lining tunneling method of the anti-active fault changing of the relative positions | |
| CN211646295U (en) | Hydraulic tunnel carbon cloth reinforced structure | |
| CN111535078B (en) | End thorn area reinforcing structure and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |