CN105545313A - T-shaped concealed excavated tunnel shield tunneling machine backup trolley lowering translation system and method thereof - Google Patents
T-shaped concealed excavated tunnel shield tunneling machine backup trolley lowering translation system and method thereof Download PDFInfo
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- CN105545313A CN105545313A CN201610072356.5A CN201610072356A CN105545313A CN 105545313 A CN105545313 A CN 105545313A CN 201610072356 A CN201610072356 A CN 201610072356A CN 105545313 A CN105545313 A CN 105545313A
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- 230000005641 tunneling Effects 0.000 title claims abstract description 112
- 238000000034 method Methods 0.000 title claims abstract description 13
- 230000032258 transport Effects 0.000 claims description 20
- 230000000694 effects Effects 0.000 abstract description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 22
- 229910052742 iron Inorganic materials 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
Classifications
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- 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
- E21D9/0621—Shield advancing devices
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- 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
- E21D9/14—Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological 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 T-shaped concealed excavated tunnel shield tunneling machine backup trolley lowering translation system and a translation method thereof. The effect of completing lowering translation of a shield tunneling machine set in a T-shaped concealed excavated side passage is achieved. According to the lowering translation system, shield tunneling machine backup trolley translation handcart walking rails (17) and a shield tunneling machine backup trolley translation handcart (18) are arranged in a concealed excavated transverse passage (12), winches (19) are arranged in the concealed excavated transverse passage (12), a load cable (20) is arranged on the shield tunneling machine backup trolley translation handcart (18) and the winches (19), shield tunneling machine backup trolley conveying rails (21) and battery cart conveying rails (22) are arranged on the shield tunneling machine backup trolley translation handcart (18), and shield tunneling machine backup trolley starting placing rails (23) and battery cart walking rails (24) are arranged in a shield tunneling machine backup trolley starting standard concealed excavated right tunnel (16). The effect of lowering assembly of a shield tunneling machine in a T-shaped concealed excavated tunnel is achieved.
Description
Technical field
After the present invention relates to a kind of T-shaped bored tunnel shield machine, supporting chassis is gone into the well translation system, particularly a kind ofly shield machine is put into the method needing could arrive after T-shaped bored tunnel translation originating location after in vertical shaft.
Background technology
Shield-tunneling construction, as a kind of no-excavation construction method, is the construction technology often used in Urban Metro Construction, has the advantages that under the condition not affecting urban traffic, complete constructing tunnel, and speed of application is fast, and tunnel can one-shot forming.The shield machine used in shield-tunneling construction is a kind of large-scale construction equipment, first perform a shield structure working shaft executing man-hour requirement, then respectively shield machine head and rear supporting chassis are lifted in vertical shaft, in the shaft shield machine have been assembled, then carried out shield-tunneling construction operation.Shield machine is constantly being pushed ahead in process, constantly follow-up is needed to lay fortune quarrel battery truck walking track, the quarrel soil that shield machine produces in tunneling process, be poured in the quarrel soil case on the native train of quarrel, the native train that is cut is drawn to vertical shaft by battery truck, be cut native case and quarrel soil be lifted into ground, complete muck removal geotechnique do.In normal operation situation, shield structure working shaft is arranged in shield driving tunnel line, after shield machine completes assembly working in the shaft, linearly tunnel forward, the quarrel soil produced in driving is transported back vertical shaft by battery truck along the retrogressing of driving line, muck removal is completed, the smooth discharge of soil thus guarantee shield machine is cut in tunneling process after gug.Because urban subway tunnel performs the bustling location in city mostly, existing building and the various complexity of road traffic condition, run into shield structure working shaft sometimes and cannot be arranged on the situation of tunneling in tunnel line, performing of vertical shaft can only be carried out at driving tunnel line side, and distance driving tunnel line also has certain distance, and necessary tunneling side path between driving tunnel and shield structure working shaft, i.e. transverse passage-way, in T-shaped arrange tunneling side path and driving tunnel in complete shield machine go into the well translation and quarrel soil go out well work, prior art cannot complete above task.
Summary of the invention
After the invention provides a kind of T-shaped bored tunnel shield machine, supporting chassis is gone into the well translation system and shift method thereof, solves the technical problem of the translation of going into the well completing shield machine unit in T-shaped tunneling side path.
The present invention solves above technical problem by the following technical programs:
A kind of T-shaped bored tunnel shield machine is gone into the well shift method, comprises the following steps:
The first step, driving tunnel line side perform shield structure working shaft (11), then perform tunneling transverse passage-way (12) to driving direction, tunnel, tunneling transverse passage-way (12) with to be excavated enter the intersection in tunnel perform respectively shield machine head start expand the left hole of tunneling (13), shield machine head start and expand the right hole of tunneling (14), shield structure after the supporting chassis supporting chassis after the left hole of standard tunneling (15) and shield structure that starts to start the right hole of standard tunneling (16);
Second step, in tunneling transverse passage-way (12), lay supporting chassis translating trolleys walking track (17) after shield machine, after shield structure supporting chassis start and lay shield machine respectively in the right hole of standard tunneling (16) after supporting chassis start and place track (23) and battery truck and to walk track (24);
3rd step, hoist engine (19) is installed in the tunneling transverse passage-way (12), after shield machine being installed supporting chassis transport track (21) and battery truck transport the shield machine of track (22) after the lifting of supporting chassis translating trolleys (18) be placed into shield machine after supporting chassis translating trolleys walk on track (17);
4th step, after battery truck (26) is lifted into shield machine on supporting chassis translating trolleys (18), after chassis translating trolleys (18) supporting after shield machine being drawn to tunneling transverse passage-way (12) and shield structure with hoist engine (19), supporting chassis starts the intersection in the right hole of standard tunneling (16), battery truck is transported track (22) and battery truck track (24) of walking to dock, start battery truck (26), and sailed into in battery truck walking track (24), then hoist engine (19) is used to be drawn in shield structure working shaft (11) by chassis translating trolleys (18) supporting after shield machine,
5th step, after chassis (25) supporting after shield machine is lifted into shield machine on supporting chassis translating trolleys (18), after chassis translating trolleys (18) supporting after shield machine being drawn to tunneling transverse passage-way (12) and shield structure with hoist engine (19), supporting chassis starts the intersection in the right hole of standard tunneling (16), supporting chassis after shield machine is transported track (21) and chassis supporting after shield machine to start and place track (23) and dock, chassis (25) supporting after shield machine and battery truck (26) are linked together, start battery truck (26), and supporting chassis starts in placement track (23) after pulling chassis (25) supporting after shield machine into shield machine, then hoist engine (19) is used to be drawn in shield structure working shaft (11) by chassis translating trolleys (18) supporting after shield machine,
6th step, fringed iris herb supporting steel-cable fixed ear (34) be embedded into tunneling transverse passage-way (12) and shield machine head start expand the right hole of tunneling (14) intersection headwall on, in the base plate process performing tunneling transverse passage-way (12), fixing anchor pier (35) installed by the embedding hoist engine in compartment of terrain, after removing shield machine, supporting chassis translating trolleys walking track (17) and hoist engine (19), lay steel plate slideway (27) in tunneling transverse passage-way (12);
7th step, laying main frame translation slide rail (36) in shield machine head starts the expansion right hole of tunneling (14), install on fixing anchor pier (35) at hoist engine and install rack winch (37);
8th step, will support that one end of wire rope (33) is connected on fringed iris herb (32), the other end and fringed iris herb supporting steel-cable of supporting wire rope (33) are fixed ear (34) link together, cross-under had the iron block of haulage cable (20) (31) and fringed iris herb (32) to link together, rack winch (37) is linked together by haulage cable (20) and iron block (31);
Slide plate (28) placed by 9th step, steel plate slideway (27) in shield structure working shaft (11), slide plate (28) is placed bracket (29), at bracket (29) upper placement shield machine main frame (30), the other end of iron block and bracket (29) are linked together;
Tenth step, startup rack winch (37), start shield machine main frame (30) move step by step to tunneling transverse passage-way (12) and shield machine head and expand the intersection in the right hole of tunneling (14);
11 step, supporting chassis (25) after shield machine main frame (30) and shield machine to be fitted together.
After a kind of T-shaped bored tunnel shield machine, supporting chassis is gone into the well translation system, comprise shield structure working shaft (11), tunneling transverse passage-way (12), shield machine head starts and expands the left hole of tunneling (13), shield machine head starts and expands the right hole of tunneling (14), after shield structure, the supporting chassis supporting chassis after the left hole of standard tunneling (15) and shield structure that starts starts the right hole of standard tunneling (16), supporting chassis translating trolleys walking track (17) be provided with shield machine in tunneling transverse passage-way (12) after, supporting chassis translating trolleys (18) after supporting chassis translating trolleys walking track (17) being provided with shield machine after shield machine, hoist engine (19) is provided with in tunneling transverse passage-way (12), after shield machine, supporting chassis translating trolleys (18) and hoist engine (19) are provided with haulage cable (20), after supporting chassis translating trolleys (18) being respectively arranged with shield machine after shield machine, supporting chassis transports track (21) and battery truck transport track (22), after shield structure supporting chassis start and be provided with shield machine in the right hole of standard tunneling (16) after supporting chassis start and place track (23) and battery truck and to walk track (24), after shield machine supporting chassis start place track (23) are placed with shield machine after supporting chassis (25), battery truck walking track (24) is placed with battery truck (26).
A kind of T-shaped bored tunnel shield machine main frame is gone into the well translation system, comprise shield structure working shaft (11), tunneling transverse passage-way (12), shield machine head start expand the left hole of tunneling (13) and shield machine head start expansion the right hole of tunneling (14), in tunneling transverse passage-way (12), fixing anchor pier (35) installed by the hoist engine that is laid with at interval, install on fixing anchor pier (35) at hoist engine and rack winch (37) is installed, steel plate slideway (27) is equipped with in tunneling transverse passage-way (12), tunneling transverse passage-way (12) and shield machine head start the intersection expanding the right hole of tunneling (14) headwall on embeddingly have fringed iris herb supporting steel-cable to fix ear (34), support that one end of wire rope (33) is connected with fringed iris herb (32), support that the other end of wire rope (33) is fixed ear (34) with fringed iris herb supporting steel-cable and linked together, cross-under has the iron block of haulage cable (20) (31) to link together with fringed iris herb (32), rack winch (37) is linked together by haulage cable (20) and iron block (31), steel plate slideway (27) in shield structure working shaft (11) is provided with slide plate (28), slide plate (28) is placed with bracket (29), bracket (29) is placed with shield machine main frame (30), start to expand in the right hole of tunneling (14) at shield machine head and be provided with main frame translation slide rail (36).
The invention solves shield structure working shaft cannot be arranged in driving tunnel line, need at driving tunnel line side, and the position of distance driving tunnel line certain distance arranges shield structure working shaft, shield machine is moved to the difficult problem that originating location carries out assembling, and solve the translation packing problem of shield machine in small space, meet the requirement of the assembling of going into the well of shield machine, the work of shield structure can normally be carried out.
Accompanying drawing explanation
Fig. 1 is that after shield machine of the present invention, supporting chassis (25) is gone into the well the structural representation of translation;
Fig. 2 is that shield machine main frame (30) of the present invention is gone into the well the structural representation of translation.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in detail:
A kind of T-shaped bored tunnel shield machine is gone into the well shift method, comprises the following steps:
The first step, driving tunnel line side perform shield structure working shaft (11), then tunneling transverse passage-way (12) is performed to driving direction, tunnel, tunneling transverse passage-way (12) with to be excavated enter tunnel intersection perform respectively shield machine head start expands the left hole of tunneling (13), shield machine head start and expand the right hole of tunneling (14), shield structure after the supporting chassis supporting chassis after the left hole of standard tunneling (15) and shield structure that starts to start the right hole of standard tunneling (16), the expansion left hole of tunneling (13) of starting of shield machine head can be used as material storage place for subsequent use;
Second step, lay shield machine in the tunneling transverse passage-way (12) after supporting chassis translating trolleys walking track (17), after shield structure supporting chassis start and lay shield machine respectively in the right hole of standard tunneling (16) after supporting chassis start and place track (23) and battery truck and to walk track (24);
3rd step, installation hoist engine (19) in tunneling transverse passage-way (12), chassis supporting after being provided with shield machine is transported track (21) and battery truck transport the shield machine of track (22) after supporting chassis translating trolleys (18) lifting be placed into shield machine after supporting chassis translating trolleys walk on track (17), after shield machine, supporting chassis transports track (21) and transports track (22) with battery truck and be set parallel to each other, battery truck transport track (22) be arranged on shield machine after in supporting chassis transport track (21);
4th step, after battery truck (26) is lifted into shield machine on supporting chassis translating trolleys (18), with hoist engine (19) as traction, after chassis translating trolleys (18) supporting after shield machine being drawn to tunneling transverse passage-way (12) and shield structure, supporting chassis starts the intersection in the right hole of standard tunneling (16), battery truck is transported track (22) and battery truck track (24) of walking to dock, start battery truck (26), and sailed into in battery truck walking track (24), then use hoist engine (19) as traction, chassis translating trolleys (18) supporting after shield machine is drawn in shield structure working shaft (11),
5th step, after chassis (25) supporting after shield machine is lifted into shield machine on supporting chassis translating trolleys (18), with hoist engine (19) as traction, after chassis translating trolleys (18) supporting after shield machine being drawn to tunneling transverse passage-way (12) and shield structure, supporting chassis starts the intersection in the right hole of standard tunneling (16), supporting chassis after shield machine is transported track (21) and chassis supporting after shield machine to start and place track (23) and dock, chassis (25) supporting after shield machine and battery truck (26) are linked together, start battery truck (26), and supporting chassis starts in placement track (23) after pulling chassis (25) supporting after shield machine into shield machine, then use hoist engine (19) as traction, chassis translating trolleys (18) supporting after shield machine is drawn in shield structure working shaft (11),
6th step, fringed iris herb supporting steel-cable fixed ear (34) be embedded into tunneling transverse passage-way (12) and shield machine head start expand the right hole of tunneling (14) intersection headwall on, performing, interval in tunneling transverse passage-way 12 base plate process is buried puts the fixing anchor pier (35) of hoist engine installation, supporting chassis translating trolleys walking track (17) and hoist engine (19) after removing shield machine, in tunneling transverse passage-way (12), lay steel plate slideway (27), it is can perform after tunneling transverse passage-way (12) completes that fringed iris herb supporting steel-cable fixes ear (34);
7th step, laying main frame translation slide rail (36) in shield machine head starts the expansion right hole of tunneling (14), install on fixing anchor pier (35) at hoist engine and install rack winch (37);
8th step, will support that one end of wire rope (33) is connected on fringed iris herb (32), the other end and fringed iris herb supporting steel-cable of supporting wire rope (33) are fixed ear (34) link together, cross-under had the iron block of haulage cable (20) (31) and fringed iris herb (32) to link together, rack winch (37) is linked together by haulage cable (20) and iron block (31);
Slide plate (28) placed by 9th step, steel plate slideway (27) in shield structure working shaft (11), slide plate (28) is placed bracket (29), at bracket (29) upper placement shield machine main frame (30), the other end of iron block and bracket (29) are linked together;
Tenth step, startup rack winch (37), shield machine main frame (30) move step by step is started to tunneling transverse passage-way (12) and shield machine head and expands the intersection in the right hole of tunneling (14), because iron block (31) has labour-saving effect, rack winch (37) can be equipped with smaller power, and can shield machine main frame (30) traction be put in place reposefully;
11 step, supporting chassis (25) after shield machine main frame (30) and shield machine to be fitted together.
After a kind of T-shaped bored tunnel shield machine, supporting chassis is gone into the well translation system, comprise shield structure working shaft (11), tunneling transverse passage-way (12), shield machine head starts and expands the left hole of tunneling (13), shield machine head starts and expands the right hole of tunneling (14), after shield structure, the supporting chassis supporting chassis after the left hole of standard tunneling (15) and shield structure that starts starts the right hole of standard tunneling (16), supporting chassis translating trolleys walking track (17) be provided with shield machine in tunneling transverse passage-way (12) after, supporting chassis translating trolleys (18) after supporting chassis translating trolleys walking track (17) being provided with shield machine after shield machine, hoist engine (19) is provided with in tunneling transverse passage-way (12), after shield machine, supporting chassis translating trolleys (18) and hoist engine (19) are provided with haulage cable (20), after supporting chassis translating trolleys (18) being respectively arranged with shield machine after shield machine, supporting chassis transports track (21) and battery truck transport track (22), after shield structure supporting chassis start and be provided with shield machine in the right hole of standard tunneling (16) after supporting chassis start and place track (23) and battery truck and to walk track (24), after shield machine supporting chassis start place track (23) are placed with shield machine after supporting chassis (25), battery truck walking track (24) is placed with battery truck (26), battery truck transport track (22) be arranged on shield machine after supporting chassis transport in track (21), after battery truck transports track (22) and shield machine, supporting chassis transports track (21) and is set parallel to each other.
A kind of T-shaped bored tunnel shield machine main frame is gone into the well translation system, comprise shield structure working shaft (11), tunneling transverse passage-way (12), shield machine head start expand the left hole of tunneling (13) and shield machine head start expansion the right hole of tunneling (14), in tunneling transverse passage-way (12), fixing anchor pier (35) installed by the hoist engine that is laid with at interval, install on fixing anchor pier (35) at hoist engine and rack winch (37) is installed, steel plate slideway (27) is equipped with in tunneling transverse passage-way (12), tunneling transverse passage-way (12) and shield machine head start the intersection expanding the right hole of tunneling (14) headwall on embeddingly have fringed iris herb supporting steel-cable to fix ear (34), support that one end of wire rope (33) is connected with fringed iris herb (32), support that the other end of wire rope (33) is fixed ear (34) with fringed iris herb supporting steel-cable and linked together, cross-under has the iron block of haulage cable (20) (31) to link together with fringed iris herb (32), rack winch (37) is linked together by haulage cable (20) and iron block (31), steel plate slideway (27) in shield structure working shaft (11) is provided with slide plate (28), slide plate (28) is placed with bracket (29), bracket (29) is placed with shield machine main frame (30), start to expand in the right hole of tunneling (14) at shield machine head and be provided with main frame translation slide rail (36), after shield machine main frame (30) puts in place, bracket (29) is welded with counter-force fixed support anchor pier, with jack, shield machine main frame (30) is moved on main frame translation slide rail (36) after counter-force fixed support anchor pier arranges reaction frame, after battery truck being transported track (22) and shield machine, supporting chassis transports track (21) and extends and lay again, and finally completes the assembling of supporting chassis (25) after shield machine main frame (30) and shield machine.Having assembled rear shield machine will be pushed on main frame translation slide rail (36), then carry out the operation of shield structure.
Claims (2)
1. after a T-shaped bored tunnel shield machine, supporting chassis is gone into the well translation system, comprise shield structure working shaft (11), tunneling transverse passage-way (12), shield machine head starts and expands the left hole of tunneling (13), shield machine head starts and expands the right hole of tunneling (14), after shield structure, the supporting chassis supporting chassis after the left hole of standard tunneling (15) and shield structure that starts starts the right hole of standard tunneling (16), it is characterized in that, supporting chassis translating trolleys walking track (17) be provided with shield machine in tunneling transverse passage-way (12) after, supporting chassis translating trolleys (18) after supporting chassis translating trolleys walking track (17) being provided with shield machine after shield machine, hoist engine (19) is provided with in tunneling transverse passage-way (12), after shield machine, supporting chassis translating trolleys (18) and hoist engine (19) are provided with haulage cable (20), after supporting chassis translating trolleys (18) being respectively arranged with shield machine after shield machine, supporting chassis transports track (21) and battery truck transport track (22), after shield structure supporting chassis start and be provided with shield machine in the right hole of standard tunneling (16) after supporting chassis start and place track (23) and battery truck and to walk track (24), after shield machine supporting chassis start place track (23) are placed with shield machine after supporting chassis (25), battery truck walking track (24) is placed with battery truck (26).
2. after T-shaped bored tunnel shield machine, supporting chassis is gone into the well a shift method, comprises the following steps:
The first step, driving tunnel line side perform shield structure working shaft (11), then perform tunneling transverse passage-way (12) to driving direction, tunnel, tunneling transverse passage-way (12) with to be excavated enter the intersection in tunnel perform respectively shield machine head start expand the left hole of tunneling (13), shield machine head start and expand the right hole of tunneling (14), shield structure after the supporting chassis supporting chassis after the left hole of standard tunneling (15) and shield structure that starts to start the right hole of standard tunneling (16);
Second step, in tunneling transverse passage-way (12), lay supporting chassis translating trolleys walking track (17) after shield machine, after shield structure supporting chassis start and lay shield machine respectively in the right hole of standard tunneling (16) after supporting chassis start and place track (23) and battery truck and to walk track (24);
3rd step, hoist engine (19) is installed in the tunneling transverse passage-way (12), after shield machine being installed supporting chassis transport track (21) and battery truck transport the shield machine of track (22) after the lifting of supporting chassis translating trolleys (18) be placed into shield machine after supporting chassis translating trolleys walk on track (17);
4th step, after battery truck (26) is lifted into shield machine on supporting chassis translating trolleys (18), after chassis translating trolleys (18) supporting after shield machine being drawn to tunneling transverse passage-way (12) and shield structure with hoist engine (19), supporting chassis starts the intersection in the right hole of standard tunneling (16), battery truck is transported track (22) and battery truck track (24) of walking to dock, start battery truck (26), and sailed into in battery truck walking track (24), then hoist engine (19) is used to be drawn in shield structure working shaft (11) by chassis translating trolleys (18) supporting after shield machine,
5th step, after chassis (25) supporting after shield machine is lifted into shield machine on supporting chassis translating trolleys (18), after chassis translating trolleys (18) supporting after shield machine being drawn to tunneling transverse passage-way (12) and shield structure with hoist engine (19), supporting chassis starts the intersection in the right hole of standard tunneling (16), supporting chassis after shield machine is transported track (21) and chassis supporting after shield machine to start and place track (23) and dock, chassis (25) supporting after shield machine and battery truck (26) are linked together, start battery truck (26), and supporting chassis starts in placement track (23) after pulling chassis (25) supporting after shield machine into shield machine.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610072356.5A CN105545313A (en) | 2016-02-02 | 2016-02-02 | T-shaped concealed excavated tunnel shield tunneling machine backup trolley lowering translation system and method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610072356.5A CN105545313A (en) | 2016-02-02 | 2016-02-02 | T-shaped concealed excavated tunnel shield tunneling machine backup trolley lowering translation system and method thereof |
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Cited By (7)
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| CN106593454A (en) * | 2017-01-25 | 2017-04-26 | 北京市市政工程设计研究总院有限公司 | Shield side original tunneling construction method and structure combined with subsurface excavated construction of original well and hoisting well |
| CN106869948A (en) * | 2017-02-10 | 2017-06-20 | 莫绍愚 | A kind of construction that technique on shield machine's station-crossing is realized using the delivery vehicle that misses the stop |
| CN107060795A (en) * | 2017-05-26 | 2017-08-18 | 安徽理工大学 | A kind of underground mine TBM assembly construction methods |
| CN109026032A (en) * | 2018-07-20 | 2018-12-18 | 中铁三局集团有限公司 | Under turn over beam and invade the lower shield translating construction method of limit |
| CN110439574A (en) * | 2019-07-16 | 2019-11-12 | 中铁隧道集团二处有限公司 | It is originated for shield lateral translation and the tunnel structure and construction method of haul of slagging tap |
| CN112593947A (en) * | 2020-12-11 | 2021-04-02 | 腾达建设集团股份有限公司 | Translation device and method for shield tunneling machine rear matching trolley |
| CN114278316A (en) * | 2021-11-26 | 2022-04-05 | 中铁十局集团第三建设有限公司 | Method for starting 4 shield tunneling machines in half-covered excavation station |
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| CN106593454A (en) * | 2017-01-25 | 2017-04-26 | 北京市市政工程设计研究总院有限公司 | Shield side original tunneling construction method and structure combined with subsurface excavated construction of original well and hoisting well |
| CN106869948A (en) * | 2017-02-10 | 2017-06-20 | 莫绍愚 | A kind of construction that technique on shield machine's station-crossing is realized using the delivery vehicle that misses the stop |
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| CN107060795B (en) * | 2017-05-26 | 2018-06-15 | 安徽理工大学 | A kind of underground mine TBM assembly construction methods |
| CN109026032A (en) * | 2018-07-20 | 2018-12-18 | 中铁三局集团有限公司 | Under turn over beam and invade the lower shield translating construction method of limit |
| CN110439574A (en) * | 2019-07-16 | 2019-11-12 | 中铁隧道集团二处有限公司 | It is originated for shield lateral translation and the tunnel structure and construction method of haul of slagging tap |
| CN112593947A (en) * | 2020-12-11 | 2021-04-02 | 腾达建设集团股份有限公司 | Translation device and method for shield tunneling machine rear matching trolley |
| CN114278316A (en) * | 2021-11-26 | 2022-04-05 | 中铁十局集团第三建设有限公司 | Method for starting 4 shield tunneling machines in half-covered excavation station |
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