CN108194090B - Tunnel boring machine with waterproof film laying bin section and tunnel construction method - Google Patents
Tunnel boring machine with waterproof film laying bin section and tunnel construction method Download PDFInfo
- Publication number
- CN108194090B CN108194090B CN201810039541.3A CN201810039541A CN108194090B CN 108194090 B CN108194090 B CN 108194090B CN 201810039541 A CN201810039541 A CN 201810039541A CN 108194090 B CN108194090 B CN 108194090B
- Authority
- CN
- China
- Prior art keywords
- annular
- tunnel
- boring machine
- waterproof film
- tunnel boring
- 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.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000012528 membrane Substances 0.000 claims abstract description 35
- 230000002093 peripheral effect Effects 0.000 claims abstract description 26
- 238000007789 sealing Methods 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims description 11
- 238000004078 waterproofing Methods 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 4
- 239000011435 rock Substances 0.000 claims description 4
- 230000001105 regulatory effect Effects 0.000 claims description 2
- 230000005641 tunneling Effects 0.000 abstract description 6
- 239000003673 groundwater Substances 0.000 abstract description 4
- 230000007547 defect Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/0607—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield being provided with devices for lining the tunnel, e.g. shuttering
- E21D9/0609—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining the shield being provided with devices for lining the tunnel, e.g. shuttering with means for applying a continuous liner, e.g. sheets of plastics, between the main concrete lining and the rock
-
- 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
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
-
- 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
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/381—Setting apparatus or devices
-
- 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
- E21D11/40—Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
- E21D11/406—Placing endless lining elements, e.g. from reels
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
-
- 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)
- Environmental & Geological Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
A tunnel boring machine with a waterproof film laying bin section and a tunnel construction method are provided, so that an annular waterproof film is laid outside a tunnel lining along with the tunneling of the boring machine, underground water is completely isolated from a tunnel, and the technical problem of tunnel leakage water is thoroughly solved. The tunnel boring machine comprises a tunnel boring machine with an outer ring steel shell, wherein the tail end of the tunnel boring machine is connected with an annular waterproof film laying bin section through a flexible connecting device, the annular waterproof film laying bin section is provided with an outer ring enclosure and an inner ring enclosure which are coaxial with the outer ring steel shell, an annular cavity is formed between the outer ring enclosure and the inner ring enclosure, and a travelling mechanism acting on the peripheral wall of a tunnel lining structure is arranged on the inner ring enclosure. The front end of the annular chamber is a closed end, the rear end of the annular chamber is a release channel, an annular waterproof membrane storage bin is arranged between the closed end and the release channel, and a clamping device for tensioning the annular waterproof membrane and an annular sealing device for preventing groundwater from entering the release channel are arranged in the release channel.
Description
Technical Field
The invention relates to a tunnel boring machine, in particular to a tunnel boring machine with a waterproof film laying bin section and a tunnel construction method.
Background
The tunnel engineering is under the ground and faces higher waterproof test, and the general requirement reaches the requirement of secondary waterproof. For important tunnel engineering, such as high-speed railway tunnels and underwater tunnels, the primary waterproof requirement is required to be met, namely dripping water is not leaked.
With the rapid development of economic technology and the continuous improvement of urban environment protection requirements, the open cut method of urban tunnels has been gradually abandoned due to the defects of traffic blockage, high dust pollution and the like, and the construction methods such as shield, TBM, jacking pipe and the like are becoming the main flow construction method of urban tunnel construction more and more.
The construction of the tunnel boring machine inevitably stops, so that various joints exist in the tunnel lining, such as joints among shield tunnel segments, longitudinal joints, construction joints of TBM tunnel loops, construction joints of arch walls and inverted arch interfaces and the like. Meanwhile, a settlement joint is also arranged along the longitudinal direction of the tunnel in a manual mode. The existence of the seam weakens the waterproof capability of the tunnel and is a serious difficulty in waterproof of the tunnel of the existing heading machine.
The tunnel waterproofing is quite different according to the types of the heading machines. If the shield tunnel is mainly provided with a duct piece self-waterproof function, a sealing gasket is used for waterproof at the joint position, and a waterproof and drainage plate is arranged between the primary lining and the secondary lining of the TBM tunnel.
From the aspect of tunnel operation practice, the existing waterproof measures of the tunnel cannot meet the higher waterproof requirement of tunnel engineering. If the shield tunnel construction duct piece has the defect of dislocation, the waterproof effect of the joint sealing gasket is weakened. The TBM tunnel waterproof board laying technical requirement is higher, and the defects that an anchor rod punctures the waterproof board, the lap joint position of the waterproof board is not tight in sealing and the like often occur, and after the tunnel is operated for a long time, water leakage can occur, so that the normal operation of the tunnel is seriously influenced.
Disclosure of Invention
The invention aims to solve the technical problem of providing a tunnel boring machine with a waterproof film paving bin section, which is a tunnel construction method for paving an annular waterproof film outside a tunnel lining along with the tunneling of the boring machine and completely isolating underground water from a tunnel, so that the technical problem of tunnel leakage water is thoroughly solved.
The technical scheme adopted for solving the technical problems is as follows:
the invention discloses a tunnel boring machine with a waterproof film laying bin section, which comprises a tunnel boring machine with an outer ring steel shell, and is characterized in that: the tail end of the tunnel boring machine is connected with an annular waterproof film laying bin section through a flexible connecting device, the annular waterproof film laying bin section is provided with an outer annular enclosure and an inner annular enclosure which are coaxial with an outer annular steel shell, an annular cavity is formed between the outer annular enclosure and the inner annular enclosure, and a travelling mechanism acting on the peripheral wall of a tunnel lining structure is arranged on the inner annular enclosure; the front end of the annular chamber is a closed end, the rear end of the annular chamber is a release channel, an annular waterproof membrane storage bin is arranged between the closed end and the release channel, and a clamping device for tensioning the annular waterproof membrane and an annular sealing device for preventing groundwater from entering the release channel are arranged in the release channel.
The invention provides a tunnel construction method of a tunnel boring machine with a waterproof film laying bin section, which comprises the following steps:
(1) the tunnel boring machine breaks the outer wall of the originating terminal from the originating terminal and drifts forwards;
(2) when the annular waterproof film laying bin section enters the outer wall of the originating end, the annular waterproof film is pulled out of the annular waterproof film laying bin section backwards for a section, and the port of the annular waterproof film is fixed on the outer wall of the originating end by the fixing ring;
(3) the tunnel boring machine drifts forward and drags the annular waterproof film paving bin section to move forward, the tunnel lining structure is constructed synchronously, the annular waterproof film is released synchronously through the release channel, and the tunnel lining structure is formed into a full-ring package along the tunnel axial direction;
(4) and continuously pouring gap filling materials backwards into gaps between the peripheral wall of the tunnel lining structure and the inner peripheral wall of the annular waterproof film paving bin section from the tail end of the tunnel boring machine, and radially extruding the gap filling materials by the tunnel lining structure to enable the released annular waterproof film to be closely attached to tunnel surrounding rocks.
The invention has the beneficial effects that the annular waterproof film is synchronously released from the tail end of the paving bin section of the annular waterproof film when the tunneling machine is used for tunneling construction, the underground water is completely isolated from the tunnel lining structure, the influence of the leakage water on the tunnel operation, equipment and structure is completely eradicated, and the technical problem of the leakage water of the tunnel is thoroughly solved; the structure is compact, and the construction is easy; the application range is wide, and the method can be used for shield tunnels, TBM tunnels and the like.
Drawings
The specification includes four drawings as follows:
FIG. 1 is a schematic diagram of a tunnel boring machine with a waterproofing membrane laying bin section according to the present invention;
FIG. 2 is a cross-sectional view taken along line A-A of FIG. 1;
fig. 3 is a schematic view of a construction method of a tunnel boring machine with a waterproof film laying cabin section according to the present invention.
Fig. 4 is a sectional view taken along line B-B of fig. 3, i.e., a tunnel sectional view.
The components and corresponding indicia are shown: tunnel boring machine 10, outer ring steel shell 11, inner ring steel shell 12, annular seal brush 13, flexible connection device 14, stiffening plate 15, annular waterproof film laying bin section 20, outer ring enclosure 21, inner ring enclosure 22, annular waterproof film storage bin 23, clamping device 24, outer roller set 241, inner roller set 242, annular seal device 25, outer seal ring 251, inner seal ring 252, moving roller 26, tunnel lining structure 30, annular waterproof film 31, gap filling material 32, boring machine initiating end 33, and fixing ring 34.
Detailed Description
The invention will be further described with reference to the drawings and examples.
Referring to fig. 1 and 2, the tunnel boring machine with the waterproof film laying bin section of the invention comprises a tunnel boring machine with an outer ring steel shell, and is characterized in that: the tail end of the tunnel boring machine is connected with an annular waterproof film laying bin section through a flexible connecting device, the annular waterproof film laying bin section is provided with an outer annular enclosure and an inner annular enclosure which are coaxial with an outer annular steel shell, an annular cavity is formed between the outer annular enclosure and the inner annular enclosure, and a travelling mechanism acting on the peripheral wall of a tunnel lining structure is arranged on the inner annular enclosure; the front end of the annular chamber is a closed end, the rear end of the annular chamber is a release channel, an annular waterproof membrane storage bin is arranged between the closed end and the release channel, and a clamping device for tensioning the annular waterproof membrane and an annular sealing device for preventing gap filling materials from entering the release channel are arranged in the release channel.
Referring to fig. 1 and 2, the travelling mechanism is a moving roller 26 circumferentially and axially arranged at intervals along the inner circumferential shell 22, and each moving roller 26 is mounted on the outer wall of the inner circumferential shell 22 through a support.
Referring to fig. 1 and 2, the clamping device 24 is a roller set circumferentially spaced along the release path, each roller set includes a pair of outer roller sets 241 and an inner roller set 242, the outer roller set 241 acting on the outer surface of the annular waterproof membrane 31 is mounted on the inner peripheral wall of the outer peripheral shell 21 through a support, and the inner roller set 242 acting on the inner surface of the annular waterproof membrane 31 is mounted on the outer peripheral wall of the inner peripheral shell 22 through a support. The circumferential sealing means 25 comprises an outer sealing ring 251 and an inner sealing ring 252, the outer sealing ring 251 forming a seal between the outer surface of the annular waterproof membrane 31 and the release passage being detachably mounted on the inner peripheral wall of the outer peripheral shell 21, the inner sealing ring 252 forming a seal between the inner surface of the annular waterproof membrane 31 and the release passage being detachably mounted on the outer peripheral wall of the inner peripheral shell 22. The annular waterproof membrane 31 is compressed and placed in the annular waterproof membrane storage bin 23, the released annular waterproof membrane 31 is clamped between the outer roller set 241 and the inner roller set 242 and between the outer sealing ring 251 and the inner sealing ring 252 in the release channel, and groundwater is prevented from entering the annular waterproof membrane storage bin 23 through the release channel while the annular waterproof membrane 31 is tensioned.
In order to prevent the annular waterproof membrane 31 from being pulled by the differential settlement after the tunnel operation, the length of the annular waterproof membrane 31 released in the same time should be longer than the moving distance of the tunnel boring machine 10, so that the annular waterproof membrane 31 is ensured to have a certain redundant length to adapt to the differential settlement deformation of the tunnel. An electric driving device and a speed regulating device are arranged in the outer roller set 241 and the inner roller set 242. The release speed of the annular waterproof membrane 31 and thus the release length of the annular waterproof membrane 31 can be increased and controlled by the electric driving device.
Referring to fig. 1, the flexible connection units 14 are arranged at intervals along the circumferential direction, and two ends of the flexible connection units are respectively hinged with the tail end of the tunnel boring machine 10 and the front end of the annular waterproof film laying bin section 20. The flexible connection means 14 may generally be a chain or a multi-link member with adjacent links hinged.
Referring to fig. 1, an inner ring steel shell 12 coaxial with the outer ring steel shell 11 is arranged at the end section of the tunnel boring machine 10, and the outer ring steel shell 11 and the inner ring steel shell 12 are connected into a whole through a stiffening plate 15. Annular sealing brushes 13 are axially arranged on the outer wall of the inner annular steel shell 12 at intervals, and the annular sealing brushes 13 form a seal between the inner peripheral wall of the inner annular steel shell 12 and the outer peripheral wall of the tunnel lining structure 30 to prevent gap filling materials 32 from entering the tunnel boring machine 10.
It should be noted that, the "tunnel boring machine 10" described in the present application is a shield machine in a shield tunnel construction method, or a TBM tunnel boring machine in a TBM tunnel construction method, or a push bench in a push tunnel construction method, or the like. The tunnel lining structure 30 is a prefabricated segment spliced tunnel lining or a full-ring mold-built tunnel lining and the like. The "gap filler 32" is grouting slurry in the shield tunnel construction method, or is gravel or the like in the TBM tunnel construction method.
Referring to fig. 3, the tunnel construction method of the tunnel boring machine with the waterproof film laying bin section of the invention comprises the following steps:
(1) the tunnel boring machine 10 breaks the outer wall of the originating end from the originating end 33 and tunnels forwards;
(2) when the annular waterproof film laying bin section 20 enters the outer wall of the originating end, the annular waterproof film 31 is pulled out of the annular waterproof film laying bin section 20 backwards for a section, and the port of the annular waterproof film is fixed on the outer wall of the originating end by the fixing ring 34;
(3) the tunnel boring machine 10 advances the forward tunneling and drags the annular waterproof film paving bin section 20 forward, synchronously constructs the tunnel lining structure 30, synchronously releases the annular waterproof film 31 through the release channel, and forms a full-ring package on the tunnel lining structure 30 along the tunnel axial direction;
(4) the gap filling material 32 is continuously poured backwards into the gap between the peripheral wall of the tunnel lining structure 30 and the inner peripheral wall of the annular waterproof film paving bin section 20 from the tail end of the tunnel boring machine 10, and the gap filling material 32 is radially extruded by the tunnel lining structure 30, so that the released annular waterproof film 31 is closely attached to the surrounding rock of the ground tunnel.
Referring to fig. 4, the annular waterproof membrane 31 forms a full ring wrap on the tunnel lining structure 30 along the tunnel axial direction, completely isolates the groundwater from the tunnel lining structure, and eliminates the influence of the leakage water on the tunnel operation, equipment and structure.
The foregoing is intended to illustrate only some of the principles of the present invention, namely, a tunneling machine and method of constructing a tunnel with a waterproofing membrane laying compartment, and is not intended to limit the invention to the particular structure and application shown and described, but rather, all possible modifications and equivalents thereof shall fall within the scope of the invention as defined by the appended claims.
Claims (6)
1. The utility model provides a tunnel boring machine of storehouse section is laid to area water proof membrane, includes tunnel boring machine (10) that have outer loop steel casing (11), characterized by: the tail end of the tunnel boring machine (10) is connected with an annular waterproof film laying bin section (20) through a flexible connecting device (14), the annular waterproof film laying bin section (20) is provided with an outer annular surrounding shell (21) and an inner annular surrounding shell (22) which are coaxial with an outer annular steel shell (11), an annular cavity is formed between the outer annular surrounding shell (21) and the inner annular surrounding shell (22), and a travelling mechanism acting on the outer peripheral wall of the tunnel lining structure (30) is arranged on the inner annular surrounding shell (22); the front end of the annular chamber is a closed end, the rear end of the annular chamber is a release channel, an annular waterproof membrane storage bin (23) is arranged between the closed end and the release channel, and a clamping device (24) for tensioning the annular waterproof membrane (31) and an annular sealing device (25) for preventing gap filling materials (32) from entering the release channel are arranged in the release channel; the travelling mechanism is provided with movable rollers (26) which are arranged along the circumferential direction and the axial direction of the inner circumferential shell (22), and each movable roller (26) is arranged on the outer circumferential wall of the inner circumferential shell (22) through a support; the clamping devices (24) are roller groups which are circumferentially arranged at intervals along the release channel, each roller group comprises a pair of outer roller groups (241) and an inner roller group (242), the outer roller groups (241) acting on the outer surface of the annular waterproof membrane (31) are arranged on the inner peripheral wall of the outer annular enclosure (21) through supports, and the inner roller groups (242) acting on the inner surface of the annular waterproof membrane (31) are arranged on the outer peripheral wall of the inner annular enclosure (22) through supports; the circumferential sealing device (25) comprises an outer sealing ring (251) and an inner sealing ring (252), wherein a sealed outer sealing ring (251) is formed between the outer surface of the annular waterproof membrane (31) and the release channel, the outer sealing ring (251) is detachably mounted on the inner peripheral wall of the outer annular surrounding shell (21), a sealed inner sealing ring (252) is formed between the inner surface of the annular waterproof membrane (31) and the release channel, and the inner sealing ring (252) is detachably mounted on the outer peripheral wall of the inner annular surrounding shell (22).
2. A tunnel boring machine with a waterproofing membrane laying cabin section as claimed in claim 1, wherein: an electric driving device and a speed regulating device are arranged in the outer roller group (241) and the inner roller group (242).
3. A tunnel boring machine with a waterproofing membrane laying cabin section as claimed in claim 1, wherein: the flexible connecting devices (14) are arranged at intervals along the circumferential direction, and two ends of each flexible connecting device are hinged with the tail end of the tunnel boring machine (10) and the front end of the annular waterproof film laying bin section (20) respectively.
4. A tunnel boring machine with a waterproofing membrane laying cabin section as claimed in claim 1, wherein: an inner ring steel shell (12) coaxial with the outer ring steel shell (11) is arranged at the tail section of the tunnel boring machine (10), and the outer ring steel shell (11) and the inner ring steel shell (12) are connected into a whole through a stiffening plate (15); annular sealing brushes (13) are axially arranged on the outer wall of the inner annular steel shell (12) at intervals, the annular sealing brushes (13) form sealing between the inner peripheral wall of the inner annular steel shell (12) and the outer peripheral wall of the tunnel lining structure (30), and gap filling materials (32) are prevented from entering the tunnel boring machine (10).
5. A tunnel boring machine with a waterproofing membrane laying cabin section as claimed in claim 1, wherein: the tunnel boring machine (10) is a shield machine in a shield tunnel construction method, or is a hard rock tunnel boring machine in a TBM tunnel construction method, or is a pipe jacking machine in a pipe jacking method tunnel construction method.
6. A tunnel construction method using a tunnel boring machine with a waterproofing membrane laying cabin section according to any one of claims 1 to 5, comprising the steps of:
(1) the tunnel boring machine (10) breaks the outer wall of the originating end (33) and drifts forwards;
(2) when the annular waterproof film laying bin section (20) enters the outer wall of the originating end, the annular waterproof film (31) is pulled out of the annular waterproof film laying bin section (20) backwards for a section, and the port of the annular waterproof film is fixed on the outer wall of the originating end by a fixing ring (34);
(3) the tunnel boring machine (10) is driven forward and drags the annular waterproof film paving bin section (20) to move forward, the tunnel lining structure (30) is synchronously constructed, the annular waterproof film (31) is synchronously released by the release channel, and the tunnel lining structure (30) is fully wrapped along the tunnel axial direction;
(4) and continuously pouring gap filling materials (32) backwards into gaps between the peripheral wall of the tunnel lining structure (30) and the inner peripheral wall of the annular waterproof film paving bin section (20) from the tail end of the tunnel boring machine (10), and radially extruding the gap filling materials (32) by the tunnel lining structure (30) so that the released annular waterproof film (31) is closely attached to the surrounding rock of the tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810039541.3A CN108194090B (en) | 2018-01-16 | 2018-01-16 | Tunnel boring machine with waterproof film laying bin section and tunnel construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810039541.3A CN108194090B (en) | 2018-01-16 | 2018-01-16 | Tunnel boring machine with waterproof film laying bin section and tunnel construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108194090A CN108194090A (en) | 2018-06-22 |
| CN108194090B true CN108194090B (en) | 2023-05-16 |
Family
ID=62589225
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810039541.3A Active CN108194090B (en) | 2018-01-16 | 2018-01-16 | Tunnel boring machine with waterproof film laying bin section and tunnel construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108194090B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056364B (en) * | 2019-04-25 | 2024-03-22 | 中铁二院工程集团有限责任公司 | External sealing structure for tunnel boring machine |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2555780C3 (en) * | 1975-12-11 | 1979-04-19 | Wayss & Freytag Ag, 6000 Frankfurt | Annular gap sealing for shield tunneling machines |
| JPH10115200A (en) * | 1996-10-14 | 1998-05-06 | Shimizu Corp | Method for high place work in tunnel and work truck for use therefor |
| JP2002201898A (en) * | 2000-12-28 | 2002-07-19 | Taisei Corp | Lapping shield machine |
| JP2013002164A (en) * | 2011-06-17 | 2013-01-07 | Shimizu Corp | Construction method for water-proof tunnel |
| CN106121688B (en) * | 2016-08-23 | 2019-02-26 | 中铁第四勘察设计院集团有限公司 | A kind of shield tunnel segment bolt hole water proof structure and construction method |
-
2018
- 2018-01-16 CN CN201810039541.3A patent/CN108194090B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN108194090A (en) | 2018-06-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207420587U (en) | One kind is suitable for TBM tunnel-liner rings | |
| CN108194090B (en) | Tunnel boring machine with waterproof film laying bin section and tunnel construction method | |
| JPS6055680B2 (en) | Method and device for excavating tunnels, shafts, etc. while simultaneously placing concrete lining | |
| WO2024016533A1 (en) | General steel sleeve structure of multi-specification shield machine and use method thereof | |
| CN110306449A (en) | A kind of connection method of new box culvert and existing road box culvert | |
| CN205117355U (en) | Branch storehouse formula sand gas that replaces tunnel just to serve as a contrast closes and fills lining cutting structure | |
| CN105275020A (en) | Underground pipeline anti-leakage facility | |
| CN110985014A (en) | Method for preventing shield tail leakage | |
| CN111963182B (en) | Construction method for replacing tail brush of shield tunneling machine | |
| CN108374665B (en) | Tunnel boring machine capable of synchronously paving waterproof film and tunnel construction method | |
| CN111485899A (en) | Shield tail water stop device and shield tail brush replacement method | |
| CN113622930B (en) | Slurry balance shield tunnel entering and exiting construction method | |
| CN110005425A (en) | The shield cyclization section of jurisdiction that simultaneous grouting slurry can be effectively prevent to leak and building method | |
| CN207829892U (en) | A kind of synchronous rock tunnel(ling) machine for being laid with waterproof membrane | |
| CN208024350U (en) | A kind of rock tunnel(ling) machine being laid with storehouse section with waterproof membrane | |
| CN116291590A (en) | Active support anti-seepage steel pipe sheet for connecting channel port and construction method | |
| CN112031794B (en) | Shield receiving construction method for approaching existing subway operation line in water-rich silt stratum | |
| CN107687178A (en) | A kind of precast assembly comprehensive pipe gallery structure of anti-uneven settlement of foundation | |
| SU1583520A1 (en) | Method and apparatus for constructing a solid lining of a canal | |
| CN217151942U (en) | Air bag type shield tail sealing device for shield machine | |
| JP3471457B2 (en) | Shielding machine for tunneling of different diameter | |
| CN115949419B (en) | Construction system and construction method for shield to pass through wind well | |
| CN215761689U (en) | Jacking pipe hole-entering structure used under condition of no receiving well | |
| CN111878110B (en) | Tunnel portal plugging device and method for shield tunnel starting | |
| CN212428826U (en) | Shield tail water stop device |
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 |