CN105626088B - T-shaped bored tunnel shield machine is gone into the well shift method - Google Patents
T-shaped bored tunnel shield machine is gone into the well shift method Download PDFInfo
- Publication number
- CN105626088B CN105626088B CN201610072357.XA CN201610072357A CN105626088B CN 105626088 B CN105626088 B CN 105626088B CN 201610072357 A CN201610072357 A CN 201610072357A CN 105626088 B CN105626088 B CN 105626088B
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- tunneling
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- track
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- 238000000034 method Methods 0.000 title claims abstract description 11
- 230000005641 tunneling Effects 0.000 claims abstract description 100
- 238000003032 molecular docking Methods 0.000 claims abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 22
- 239000010959 steel Substances 0.000 claims description 22
- 230000032258 transport Effects 0.000 claims description 18
- 229910052742 iron Inorganic materials 0.000 claims description 15
- 238000009434 installation Methods 0.000 claims description 7
- 230000005611 electricity Effects 0.000 claims description 4
- 238000012856 packing Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 7
- 239000002689 soil Substances 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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
-
- 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
Gone into the well shift method the invention discloses a kind of T-shaped bored tunnel shield machine, solve the problems, such as the translation of going into the well that shield machine unit is completed in T-shaped tunneling side path.It is included in tunneling transverse passage-way（12）Supporting chassis translating trolleys walking track after middle laying shield machine（17）, use hoist engine（19）By supporting chassis translating trolleys after shield machine（18）It is drawn to tunneling transverse passage-way（12）The right hole of standard tunneling is originated with supporting chassis after shield（16）Intersection, supporting chassis after shield machine is transported into track（21）Placement track is originated with supporting chassis after shield machine（23）Docking；By shield machine host（30）Move step by step is to tunneling transverse passage-way（12）Originated with shield head and expand the right hole of tunneling（14）Intersection, by shield machine host（30）With supporting chassis after shield machine（25）Fit together.Solve the translation packing problem of the shield machine in small space, meet the requirement of the assembling of going into the well of shield machine, shield work is normally carried out.
Description
Technical field
The present invention relates to it is a kind of shield machine is put into vertical shaft after and the method that moves to originating location, more particularly to one
Kind is needed to get to originating location after T-shaped bored tunnel translates and assembled after shield machine is put into vertical shaft
Method.
Background technology
Shield-tunneling construction is the construction technology being commonly used in Urban Metro Construction, had as a kind of no-excavation construction method
Have constructing tunnel is completed under conditions of not influenceing urban transportation the characteristics of, and speed of application is fast, and tunnel can one-shot forming.In shield
The shield machine used in structure construction is a kind of large-scale construction equipment, and a shield working shaft is first performed applying man-hour requirement,
Then shield machine head and rear supporting chassis are lifted into vertical shaft respectively, are in the shaft completed shield machine, Ran Houjin
Row shield-tunneling construction operation.Shield machine battery truck walking track, it is necessary to which the laying fortune that constantly follows up is cut during constantly pushing ahead,
Shield machine caused quarrel soil in tunneling process, is poured into the quarrel soil case being cut on native train, the native train that is cut is led by battery truck
Guide at vertical shaft, be cut native case and quarrel soil is lifted into ground, complete muck removal geotechnique and make.In the case of normal operation, shield work
Vertical shaft is provided in shield driving tunnel line, after shield machine completes assembly working in the shaft, is linearly dug forward
Enter, caused quarrel soil is retreated by battery truck along driving line in driving is shipped back vertical shaft, muck removal is completed after gug, so as to ensure shield
Machine be cut in tunneling process soil smooth discharge.It is existing to build because urban subway tunnel performs in the bustling location in city mostly
Build and the various complexity of road traffic condition, run into the situation that shield working shaft can not be arranged in driving tunnel line sometimes,
Performing for vertical shaft can only be carried out in driving tunnel line side, and also have a certain distance apart from driving tunnel line, and tunneled
Necessary tunneling side path, i.e. transverse passage-way between tunnel and shield working shaft, in the tunneling side path in T-shaped arrangement
With completed in driving tunnel shield machine go into the well translation and quarrel soil goes out well work, prior art can not complete above task.
The content of the invention
Go into the well shift method, solved in T-shaped tunneling side the invention provides a kind of T-shaped bored tunnel shield machine
The technical problem of the translation of going into the well of shield machine unit is completed into passage.
The present invention is that solve above technical problem by the following technical programs：
A kind of T-shaped bored tunnel shield machine is gone into the well shift method, is comprised the following steps：
The first step, in driving tunnel line side shield working shaft is performed, then perform tunneling horizontal stroke to driving tunnel direction
Passage, tunneling transverse passage-way with it is to be excavated enter tunnel intersection perform shield head respectively and originate and expand the left hole of tunneling, shield
Head, which originates, to be expanded supporting chassis after the right hole of tunneling, shield and originates supporting chassis after the left hole of standard tunneling and shield to originate standard dark
Dig right hole；
Second step, in tunneling transverse passage-way, lay supporting chassis translating trolleys walking track after shield machine, match somebody with somebody after shield
Set chassis, which originates to lay supporting chassis after shield machine in the right hole of standard tunneling respectively and originate, places track and battery truck walking track；
3rd step, hoist engine is installed in working shaft, supporting chassis transports track and storage battery after being provided with shield machine
Supporting chassis translating trolleys lifting is placed into supporting chassis translating trolleys walking rail after shield machine after the shield machine of car transport track
On road；
4th step, battery truck is lifted into after shield machine on supporting chassis translating trolleys, will be matched somebody with somebody with hoist engine after shield machine
Set chassis translating trolleys are drawn to the intersection that tunneling transverse passage-way originates the right hole of standard tunneling with supporting chassis after shield, by storage battery
Car transports track and battery truck walking orbital docking, starts battery truck, and is driven into onto battery truck walking track, Ran Houyong
Supporting chassis translating trolleys after shield machine are drawn in shield working shaft by hoist engine；
5th step, supporting chassis after shield machine is lifted into after shield machine on supporting chassis translating trolleys, will with hoist engine
Supporting chassis translating trolleys are drawn to the friendship that tunneling transverse passage-way originates the right hole of standard tunneling with supporting chassis after shield after shield machine
At remittance, supporting chassis after shield machine is transported into track and originates placement orbital docking with supporting chassis after shield machine, after shield machine
Supporting chassis links together with battery truck, starts battery truck, and supporting chassis after shield machine is dragged in supporting after shield machine
Chassis, which originates, to be placed on track, and supporting chassis translating trolleys after shield machine then are drawn into shield working shaft with hoist engine
In；
6th step, fringed iris herb supporting steel-cable fixed ear is embedded into tunneling transverse passage-way and shield head originates expansion tunneling
On the headwall of You Dong intersections, during the bottom plate of tunneling transverse passage-way is performed, the embedding fixed anchor pier of hoist engine installation in compartment of terrain,
Supporting chassis translating trolleys walking track and hoist engine, lay steel plate slideway in tunneling transverse passage-way after dismounting shield machine；
7th step, laying main frame translates slide rail in shield head originates and expands the right hole of tunneling, installs and fixes in hoist engine
Rack winch is installed on anchor pier；
8th step, by support steel wire rope one end be connected on fringed iris herb, will support steel wire rope the other end and fringed iris herb
Supporting steel-cable fixed ear links together, and will wear the iron block for being connected to haulage cable and fringed iris herb links together, traction
Hoist engine is linked together by haulage cable and iron block；
Slide plate is placed in 9th step, the steel plate slideway in shield working shaft, bracket is placed on slide plate, on bracket
Shield machine host is placed, the other end of iron block is linked together with bracket；
Tenth step, start rack winch, shield machine host move step by step is originated to tunneling transverse passage-way and shield head
Expand the intersection in the right hole of tunneling；
11st step, supporting chassis after shield machine host and shield machine fitted together.
Supporting chassis is gone into the well translation system, including shield working shaft, tunneling after a kind of T-shaped bored tunnel shield machine
Transverse passage-way, shield head originate the left hole of expansion tunneling, shield head originates supporting chassis after expanding the right hole of tunneling, shield and originates mark
Supporting chassis originates the right hole of standard tunneling behind the left hole of quasi- tunneling and shield, and supporting is provided with after shield machine in tunneling transverse passage-way
Car translating trolleys walking track, supporting chassis after shield machine is provided with supporting chassis translating trolleys walking track after shield machine
Translating trolleys, hoist engine is provided with tunneling transverse passage-way, supporting chassis translating trolleys are provided with hoist engine after shield machine
Haulage cable, supporting chassis transports track and electricity after being respectively arranged with shield machine on supporting chassis translating trolleys after shield machine
Bottle car transport track, supporting chassis originates after shield shield machine is provided with the right hole of standard tunneling after supporting chassis originate placement
Track and battery truck walking track, supporting chassis originates to place after shield machine is placed with supporting chassis after shield machine on track,
Battery truck is placed with battery truck walking track.
A kind of T-shaped bored tunnel shield machine host is gone into the well translation system, including shield working shaft, tunneling transverse passage-way,
Shield head originates the left hole of expansion tunneling and shield head originates and expands the right hole of tunneling, and what is be spaced in tunneling transverse passage-way is laid with
The fixed anchor pier of hoist engine installation, installed in hoist engine and rack winch is installed on fixed anchor pier, laid in tunneling transverse passage-way
There is steel plate slideway, it is embedding on the headwall for the intersection that the right hole of expansion tunneling is originated in tunneling transverse passage-way and shield head to have fringed iris herb
Supporting steel-cable fixed ear, one end of steel wire rope is supported to be connected with fringed iris herb, the other end for supporting steel wire rope is and fringed iris herb branch
Support steel wire rope fixed ear links together, and wears the iron block for being connected to haulage cable and fringed iris herb links together, lead
Draw hoist engine to link together by haulage cable and iron block, set on the steel plate slideway in shield working shaft
There is slide plate, bracket is placed with slide plate, shield machine host is placed with bracket, originated in shield head and expand the right hole of tunneling
In be provided with main frame translation slide rail.
The present invention solve shield working shaft can not be arranged on driving tunnel line on, it is necessary to driving tunnel line side,
And shield working shaft is set apart from the position of driving tunnel line certain distance, shield machine is moved into originating location and assembled
Problem, and solve the translation packing problem of the shield machine in small space, meet the requirement of the assembling of going into the well of shield machine,
Shield work is set to be normally carried out.
Brief description of the drawings
Fig. 1 be the present invention shield machine after supporting chassis 25 go into the well the structural representation of translation；
The shield machine host 30 that Fig. 2 is the present invention is gone into the well the structural representation of translation.
Embodiment
The present invention is described in detail below in conjunction with the accompanying drawings：
A kind of T-shaped bored tunnel shield machine is gone into the well shift method, is comprised the following steps：
The first step, in driving tunnel line side shield working shaft 11 is performed, then perform tunneling to driving tunnel direction
Transverse passage-way 12, tunneling transverse passage-way 12 with it is to be excavated enter tunnel intersection perform shield head respectively and originate and expand tunneling left hole
13rd, supporting chassis originates after the left hole 15 of standard tunneling and shield supporting after shield head originates the right hole 14 of expansion tunneling, shield
Car originates the right hole 16 of standard tunneling, and shield head originates the left hole 13 of expansion tunneling and can be used as at standby material storage；
Second step, supporting chassis translating trolleys walking track 17 after shield machine is laid in tunneling transverse passage-way 12, in shield
Supporting chassis, which originates to lay supporting chassis after shield machine in the right hole 16 of standard tunneling respectively and originate, afterwards places track 23 and battery truck
Walking track 24；
3rd step, hoist engine 19 is installed in working shaft 11, supporting chassis transports track 21 after being provided with shield machine
The supporting lifting of chassis translating trolleys 18 is placed into supporting chassis translation after shield machine after the shield machine of track 22 is transported with battery truck
On carriage walking track 17, supporting chassis transports track 21 and is set parallel to each other with battery truck transport track 22 after shield machine, electricity
Bottle car transports supporting chassis after track 22 is arranged on shield machine and transported in track 21；
4th step, battery truck 26 is lifted into after shield machine on supporting chassis translating trolleys 18, by the use of hoist engine 19 as leading
Draw, supporting chassis translating trolleys 18 after shield machine are drawn into tunneling transverse passage-way 12 originates standard tunneling with supporting chassis after shield
The intersection in right hole 16, battery truck is transported into track 22 and docked with battery truck walking track 24, starts battery truck 26, and sailed
Enter onto battery truck walking track 24, then by the use of hoist engine 19 as traction, supporting chassis translating trolleys 18 after shield machine are led
Guide in shield working shaft 11；
5th step, supporting chassis 25 after shield machine is lifted into after shield machine on supporting chassis translating trolleys 18, uses elevator
Supporting chassis translating trolleys 18 after shield machine are drawn to tunneling transverse passage-way 12 and begun with supporting chassis after shield by machine 19 as traction
The intersection in the right hole 16 of the quasi- tunneling of issue of bidding documents, supporting chassis transport track 21 after shield machine is originated with supporting chassis after shield machine and put
Put track 23 to dock, supporting chassis 25 after shield machine is linked together with battery truck 26, start battery truck 26, and by shield machine
Supporting chassis is originated on placement track 23 after supporting chassis 25 is dragged in shield machine afterwards, will then by the use of hoist engine 19 as traction
Supporting chassis translating trolleys 18 are drawn in shield working shaft 11 after shield machine；
6th step, fringed iris herb supporting steel-cable fixed ear 34 is embedded into tunneling transverse passage-way 12 originates expansion with shield head
On the headwall of the intersections of tunneling You Dong 14, the embedding hoist engine installation fixation in compartment of terrain during the bottom plate of tunneling transverse passage-way 12 is performed
Anchor pier 35, supporting chassis translating trolleys walking track 17 and hoist engine 19 after shield machine are removed, is laid in tunneling transverse passage-way 12
Steel plate slideway 27, fringed iris herb supporting steel-cable fixed ear 34 can be performed after the completion of tunneling transverse passage-way 12；
7th step, laying main frame translates slide rail 36 in shield head originates and expands the right hole 14 of tunneling, is installed in hoist engine
Rack winch 37 is installed on fixed anchor pier 35；
8th step, by support steel wire rope 33 one end be connected on fringed iris herb 32, by support steel wire rope 33 the other end with
Fringed iris herb supporting steel-cable fixed ear 34 links together, and will wear the iron block 31 that is connected to haulage cable 20 and connects with fringed iris herb 32
It is connected together, rack winch 37 is linked together by haulage cable 20 and iron block 31；
Slide plate 28 is placed in 9th step, the steel plate slideway 27 in shield working shaft 11, bracket is placed on slide plate 28
29, shield machine host 30 is placed on bracket 29, the other end of iron block and bracket 29 are linked together；
Tenth step, start rack winch 37, by the move step by step of shield machine host 30 to tunneling transverse passage-way 12 and shield machine
Head originates the intersection for expanding tunneling right hole 14, because iron block 31 has a labour-saving effect, rack winch 37 can be equipped with compared with
It is low power, and smoothly can draw shield machine host 30 in place；
11st step, shield machine host 30 and supporting chassis 25 after shield machine fitted together.
Supporting chassis is gone into the well translation system after a kind of T-shaped bored tunnel shield machine, including shield working shaft 11, dark
Dig transverse passage-way 12, shield head originates the left hole 13 of expansion tunneling, shield head originates after the right hole 14 of expansion tunneling, shield supporting
Supporting chassis originates the right hole 16 of standard tunneling after car originates the left hole 15 of standard tunneling and shield, is provided with tunneling transverse passage-way 12
Supporting chassis translating trolleys walking track 17 after shield machine, is set after shield machine on supporting chassis translating trolleys walking track 17
There are supporting chassis translating trolleys 18 after shield machine, hoist engine 19 is provided with tunneling transverse passage-way 12, supporting after shield machine
Car translating trolleys 18 are provided with haulage cable 20 with rack winch 19, divide after shield machine on supporting chassis translating trolleys 18
Supporting chassis transports track 21 and battery truck transport track 22 after not being provided with shield machine, and supporting chassis originates standard after shield
Supporting chassis originates placement track 23 and battery truck walking track 24 after shield machine is provided with the right hole 16 of tunneling, after shield machine
Supporting chassis originates to place is placed with supporting chassis 25 after shield machine on track 23, and electricity is placed with battery truck walking track 24
Bottle car 26；Battery truck transports supporting chassis after track 22 is provided in shield machine and transported in track 21, and battery truck transports track
22 transport track 21 with supporting chassis after shield machine is set parallel to each other.
A kind of T-shaped bored tunnel shield machine host is gone into the well translation system, including shield working shaft 11, tunneling are horizontal logical
Road 12, shield head originate the left hole 13 of expansion tunneling and shield head originates and expands the right hole 14 of tunneling, in tunneling transverse passage-way 12
Interval is laid with the fixed anchor pier 35 of hoist engine installation, is installed in hoist engine and is provided with rack winch 37 on fixed anchor pier 35,
Steel plate slideway 27 is equipped with tunneling transverse passage-way 12, is originated in tunneling transverse passage-way 12 and shield head and expands the right hole 14 of tunneling
It is embedding on the headwall of intersection to have fringed iris herb supporting steel-cable fixed ear 34, support one end of steel wire rope 33 to be connected with fringed iris herb
32, supporting the other end of steel wire rope 33 is and fringed iris herb supporting steel-cable fixed ear（34）Link together, wear and be connected to traction
The iron block 31 of steel wire rope 20 links together with fringed iris herb 32, and rack winch 37 is by haulage cable 20 and iron
What coaster 31 linked together, slide plate 28 is provided with the steel plate slideway 27 in shield working shaft 11, is put on slide plate 28
Bracket 29 is equipped with, shield machine host 30 is placed with bracket 29, is provided with shield head originates the right hole 14 of expansion tunneling
Main frame translates slide rail 36；When shield machine host 30 in place after, be welded with bracket 29 counter-force fix support anchor pier, consolidate in counter-force
Surely support and shield machine host 30 is moved on main frame translation slide rail 36 with jack after reaction frame is set on anchor pier, then by storage battery
Car transports track 22 and transports the extension laying of track 21 with supporting chassis after shield machine, finally completes shield machine host 30 and shield machine
The assembling of supporting chassis 25 afterwards.Being completed rear shield machine will be pushed on main frame translation slide rail 36, then carry out shield work
Industry.
Claims (1)
- The shift method 1. a kind of T-shaped bored tunnel shield machine is gone into the well, comprises the following steps：The first step, in driving tunnel line side perform shield working shaft（11）, then perform tunneling horizontal stroke to driving tunnel direction Passage（12）, in tunneling transverse passage-way（12）With it is to be excavated enter tunnel intersection perform shield head respectively and originate that to expand tunneling left Hole（13）, shield head originates and expands tunneling right hole（14）, supporting chassis originates the left hole of standard tunneling after shield（15）And shield Supporting chassis originates the right hole of standard tunneling afterwards（16）；Second step, in tunneling transverse passage-way（12）In, lay supporting chassis translating trolleys walking track after shield machine（17）, in shield Supporting chassis originates the right hole of standard tunneling afterwards（16）Supporting chassis originates placement track after the middle shield machine of laying respectively（23）And electricity Track is walked by bottle garage（24）；3rd step, in working shaft（11）Middle installation hoist engine（19）, supporting chassis transports track after being provided with shield machine （21）Track is transported with battery truck（22）Shield machine after supporting chassis translating trolleys（18）Lifting is placed into supporting after shield machine Chassis translating trolleys walking track（17）On；4th step, by battery truck（26）It is lifted into supporting chassis translating trolleys after shield machine（18）On, use hoist engine（19）By shield Supporting chassis translating trolleys after structure machine（18）It is drawn to tunneling transverse passage-way（12）The standard tunneling right side is originated with supporting chassis after shield Hole（16）Intersection, battery truck is transported into track（22）With battery truck walking track（24）Docking, start battery truck（26）, and Driven into battery truck walking track（24）On, then use hoist engine（19）By supporting chassis translating trolleys after shield machine（18） It is drawn to shield working shaft（11）In；5th step, by supporting chassis after shield machine（25）It is lifted into supporting chassis translating trolleys after shield machine（18）On, use elevator Machine（19）By supporting chassis translating trolleys after shield machine（18）It is drawn to tunneling transverse passage-way（12）Originated with supporting chassis after shield The right hole of standard tunneling（16）Intersection, supporting chassis after shield machine is transported into track（21）Originated with supporting chassis after shield machine Place track（23）Docking, by supporting chassis after shield machine（25）With battery truck（26）Link together, start battery truck（26）, And by supporting chassis after shield machine（25）Supporting chassis originates placement track after being dragged in shield machine（23）On, then use hoist engine （19）By supporting chassis translating trolleys after shield machine（18）It is drawn to shield working shaft（11）In；6th step, by fringed iris herb supporting steel-cable fixed ear（34）It is embedded into tunneling transverse passage-way（12）Expansion is originated with shield head The right hole of tunneling（14）On the headwall of intersection, tunneling transverse passage-way is being performed（12）Bottom plate during, the embedding hoist engine in compartment of terrain The fixed anchor pier of installation（35）, remove supporting chassis translating trolleys walking track after shield machine（17）And hoist engine（19）, in tunneling Transverse passage-way（12）Middle laying steel plate slideway（27）；7th step, originated in shield head and expand tunneling right hole（14）Middle laying main frame translation slide rail（36）, installed in hoist engine Fixed anchor pier（35）Upper installation rack winch（37）；8th step, steel wire rope will be supported（33）One end be connected to fringed iris herb（32）On, steel wire rope will be supported（33）The other end With fringed iris herb supporting steel-cable fixed ear（34）Link together, haulage cable is connected to by wearing（20）Iron block（31）With iron Shoulder pole（32）Link together, rack winch（37）Pass through haulage cable（20）With iron block（31）Link together；9th step, in shield working shaft（11）In steel plate slideway（27）Upper placement slide plate（28）, in slide plate（28）Upper placement Bracket（29）, in bracket（29）Upper placement shield machine host（30）, by the other end and bracket of iron block（29）Link together；Tenth step, start rack winch（37）, by shield machine host（30）Move step by step is to tunneling transverse passage-way（12）With shield Head, which originates, expands the right hole of tunneling（14）Intersection；11st step, by shield machine host（30）With supporting chassis after shield machine（25）Fit together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610072357.XA CN105626088B (en) | 2016-02-02 | 2016-02-02 | T-shaped bored tunnel shield machine is gone into the well shift method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201610072357.XA CN105626088B (en) | 2016-02-02 | 2016-02-02 | T-shaped bored tunnel shield machine is gone into the well shift method |
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| CN105626088B true CN105626088B (en) | 2018-02-06 |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107269285A (en) * | 2017-07-18 | 2017-10-20 | 钱江重工有限公司 | A kind of horizontal mobile device for starting well development machine |
| CN107630718A (en) * | 2017-08-21 | 2018-01-26 | 北京市轨道交通建设管理有限公司 | Bored tunnel assembled two serves as a contrast assembled equipment vertical shaft originating method |
| CN107575237A (en) * | 2017-08-23 | 2018-01-12 | 广州地铁设计研究院有限公司 | A kind of subsurface excavation method is combined the construction method of construction subway station with shield method |
| CN108661651B (en) * | 2018-05-17 | 2020-09-01 | 中冶建工集团有限公司 | Rapid construction method for hard rock stratum pipe jacking working well |
| CN108547628B (en) * | 2018-05-17 | 2020-09-01 | 中冶建工集团有限公司 | Quick construction method for pipe-jacking working well in upper-soft and lower-hard stratum |
| CN108678755B (en) * | 2018-05-17 | 2020-09-01 | 中冶建工集团有限公司 | Quick construction method for soft rock stratum pipe jacking working well |
| CN108756904B (en) * | 2018-06-12 | 2019-07-05 | 中铁隧道局集团有限公司 | Shield machine integrally originates construction method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0988476A (en) * | 1995-09-20 | 1997-03-31 | Maeda Corp | Method for filling up or backfilling vacant space formed by shield driving work with slurry |
| JP2001349173A (en) * | 2000-06-09 | 2001-12-21 | Kumagai Gumi Co Ltd | Shield starting tunneling method |
| JP4824653B2 (en) * | 2007-09-04 | 2011-11-30 | 鹿島建設株式会社 | Tunnel junction and method of constructing tunnel junction |
| CN103114857A (en) * | 2013-02-26 | 2013-05-22 | 中铁十九局集团第二工程有限公司 | Shield tunnel construction method |
| CN104141497B (en) * | 2014-07-22 | 2016-05-11 | 中国葛洲坝集团基础工程有限公司 | A kind of shield machine translation tune reaction frame installation method that starts |
| CN105178972B (en) * | 2015-10-09 | 2018-11-06 | 北京市市政四建设工程有限责任公司 | Shield machine mobile device |
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