CN109139043A - One kind being adapted to effluent tunnel synchronization lining device and method - Google Patents
One kind being adapted to effluent tunnel synchronization lining device and method Download PDFInfo
- Publication number
- CN109139043A CN109139043A CN201811268585.XA CN201811268585A CN109139043A CN 109139043 A CN109139043 A CN 109139043A CN 201811268585 A CN201811268585 A CN 201811268585A CN 109139043 A CN109139043 A CN 109139043A
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- template
- trolley
- section
- jurisdiction
- oil cylinder
- Prior art date
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- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 23
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 238000009434 installation Methods 0.000 claims abstract description 21
- 239000000463 material Substances 0.000 claims description 15
- 238000005096 rolling process Methods 0.000 claims description 11
- 238000005266 casting Methods 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 12
- 230000008569 process Effects 0.000 abstract description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 238000005520 cutting process Methods 0.000 description 4
- 239000010865 sewage Substances 0.000 description 4
- 229920002521 macromolecule Polymers 0.000 description 3
- 230000032258 transport Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/08—Lining with building materials with preformed concrete slabs
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
Abstract
The present invention proposes that one kind is adapted to effluent tunnel synchronization lining device and method, the device includes host and trolley, duct piece installation machine is equipped in host, duct piece conveying device is equipped between duct piece installation machine and trolley, trolley is slided in bottom particular tube on piece, trolley is equipped with an at least section template longitudinal baffle, and the template longitudinal baffle of head section is connect with template front apron, and trolley is equipped with concrete grouting machine.This method comprises the following steps: by the special section of jurisdiction erecting ring in whole in section of jurisdiction and bottom；To pouring concrete early period between template longitudinal baffle and section of jurisdiction, template front apron is blocked in the template longitudinal baffle front end of first section, after trolley, the special section of jurisdiction in bottom is laid with complete.Advantages of the present invention: complete machine structure is relatively easy, interferes matching operation small, and directly carries out secondary supporting on section of jurisdiction, saves the process for carrying out dabbing in traditional concrete pipe inner wall, reduces construction in later period process, economical and efficient, simple and practical.
Description
Technical field
The present invention relates to tunnel construction technologies, particularly relate to one kind and are adapted to effluent tunnel synchronization lining device and method.
Background technique
The variation of population structure is a challenge to the realization and development of the sewage infrastructure of inexpensive low consumption of resources.
Urbanization, population, which increase, and resource consumption is in different place and region very big difference, needs to adapt to such as to supply water, is dirty
The technical infrastructure such as water, energy pipe network.It is primarily upon herein using more and more frequent mechanization tunnelling technology,
To ensure to build quick, reliable and at low cost sewage infrastructure system.Long-time service (is lauched based on these infrastructure
Road can be used nearly 100 years), therefore they must satisfy highest quality standard, and have advanced technology and high efficiency.
Since rock tunnel(ling) machine mainly plays once supporting in excavating effluent tunnel, Tunnel is used
Pipe sheet assembling carries out secondary lining using the methods of assembled secondary section of jurisdiction or gunite concrete later on the tunnel to after excavating
It builds, wherein secondary lining plays sacrificial layer in effluent tunnel, guarantees the tunnel century-old service life；Finally in section of jurisdiction laid inside macromolecule
Material is as directly with waste water layer, the corrosive molecules separated in sewage are directly contacted with concrete.But due to the above work
For sequence when shield machine excavates, once supporting and secondary supporting are unable to synchronization lining, and conventional tunnel development machine whole set equipment is complicated,
It involves great expense, therefore entire effluent tunnel construction cost is higher, the duration is long.The a variety of disadvantages having for the above effluent tunnel
A kind of construction technology for being adapted to effluent tunnel synchronization lining is now designed at end, guarantees that the entire technique of effluent tunnel is one-time formed
It is very important.
Summary of the invention
The present invention proposes that one kind is adapted to effluent tunnel synchronization lining device and method, solves in the prior art that tunnel is not
The problem of energy one-pass molding.
The technical scheme of the present invention is realized as follows: one kind is adapted to effluent tunnel synchronization lining device, including host
And trolley, the host is interior to be equipped with duct piece installation machine, duct piece conveying device is equipped between duct piece installation machine and trolley, trolley exists
The sliding of bottom particular tube on piece, trolley are equipped with an at least section template longitudinal baffle, before template longitudinal baffle and template that head is saved
Baffle connection, trolley are equipped with concrete grouting machine.
The rear portion of the trolley is equipped with lining material and installs rack.
The lower part of the trolley is equipped with travelling bogie, and travelling bogie is slided in bottom particular tube on piece.
The duct piece conveying device is segment crane.
The template longitudinal baffle includes the side template of top template and two sides.
The top template is connect with top extension sleeve, and top extension sleeve is connect with top telescopic oil cylinder, top
Telescopic oil cylinder is set on the car, and side template is connect with side extension sleeve, and side extension sleeve is connect with side telescopic oil cylinder,
Side telescopic oil cylinder is set on the car.
The top telescopic oil cylinder is located in sliding rail, and sliding rail is set on the car, and side telescopic oil cylinder and rolling wheel support connect
It connects, rolling wheel support is equipped with idler wheel, and idler wheel is set in orbit, and track is set on the car.
The template longitudinal baffle is equipped with three sections.
One kind being adapted to effluent tunnel synchronization lining method, includes the following steps:
Using duct piece installation machine by the special section of jurisdiction erecting ring in whole in section of jurisdiction and bottom, the supporting of initial stage section of jurisdiction is formed；
The trolley forward slip of bottom particular tube on piece is poured using concrete grouting machine between template longitudinal baffle and section of jurisdiction
Concrete early period is built, template longitudinal baffle is an at least section, and template front apron is blocked in the template longitudinal baffle front end of first section, platform
After vehicle, the special section of jurisdiction in bottom is laid with to complete, formation secondary lining supporting.
After trolley, in bottom, particular tube on piece pours later period concrete, forms secondary lining supporting.
After forming secondary lining supporting, macromolecule is built using lining material installation rack interior stickers lining in secondary lining supporting
Material.
Template longitudinal baffle is divided into three pieces, including one piece of top template and two pieces of side templates, three pieces of template longitudinal baffles
Casting space is formed between section of jurisdiction.
Top template is connect with top extension sleeve, and top extension sleeve drives top by the top telescopic oil cylinder on trolley
Portion's template is flexible, and side template is connect with side extension sleeve, and side extension sleeve passes through the side telescopic oil cylinder band on trolley
Dynamic side template is stretched.In driving, template longitudinal baffle stretching section of jurisdiction does not influence to construct equipment.
Top telescopic oil cylinder is slid back and forth on the car by sliding rail, and side telescopic oil cylinder is connect with rolling wheel support, idler wheel
Bracket is equipped with idler wheel, and idler wheel slides back and forth in orbit.
Using the travelling bogie slided in bottom particular tube on piece, section of jurisdiction is transported from trolley tail portion to the tail of segment crane
Portion recycles segment crane to transport section of jurisdiction to duct piece installation machine.
Advantages of the present invention: complete machine structure is relatively easy, interferes matching operation small, and directly carries out on section of jurisdiction secondary
Supporting saves the process for carrying out dabbing in traditional concrete pipe inner wall, reduces construction in later period process, economical and efficient, letter
It is single practical.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is leading portion constructing structure schematic diagram of the present invention.
Fig. 2 is back segment constructing structure schematic diagram of the present invention.
Fig. 3 is constructing structure schematic diagram in section of the present invention.
Fig. 4 is secondary liner structure schematic diagram of the present invention.
Fig. 5 is later period pouring structure schematic diagram of the invention.
In figure: 1- host, 2- duct piece installation machine, the section of jurisdiction 3-, 4- segment crane, 5- template front baffle board, 6- template are longitudinally kept off
Plate, 7- concrete grouting machine, the special section of jurisdiction in the bottom 8-, 9- track, 10- rolling wheel support, template at the top of 11-, 12- side template,
The side 13- extension sleeve, the side 14- telescopic oil cylinder, 15- idler wheel, 16- trolley, 17- sliding rail, the top 18- telescopic oil cylinder, the top 19-
Portion's extension sleeve, 20- concrete early period, 21- later period concrete, 22- lining cutting high molecular material.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under that premise of not paying creative labor
Embodiment shall fall within the protection scope of the present invention.
As shown in Figs. 1-5, one kind being adapted to effluent tunnel synchronization lining device, including host 1, duct piece installation machine 2, section of jurisdiction
Loop wheel machine 4, template front baffle board 5, template longitudinal baffle 6, concrete grouting machine 7, the special section of jurisdiction 8 in bottom, trolley 16, travelling bogie and
Lining material installs rack.
Host 1 is located at front end and is tunneled, and duct piece installation machine 2 is located at the rear end of host 1, to the section of jurisdiction 3 of preliminary bracing into
Row installation, segment crane 4 are mounted between 16 front end of 1 rear end of host and trolley, and travelling bogie is come from the transport of trolley rear end
Section of jurisdiction 3 is hoisted at duct piece installation machine 2, and trolley 16 is located at rear end, is the installation of template longitudinal baffle 6 and concrete grouting machine 7
Frame, while being laid with track on the special section of jurisdiction 8 in bottom, for sliding back and forth for travelling bogie and trolley 16, template front apron 5,
3 collective effect of template longitudinal baffle 6 and mounted section of jurisdiction, enclosing is at casting space, and concrete grouting machine 7 is by concrete early period
20 inject in it, form incomplete secondary supporting, while equipment, in driving, template longitudinal baffle stretching section of jurisdiction does not influence
It constructs, after trolley, later period concrete 21 is poured to the surface of the special section of jurisdiction in bottom 8, secondary supporting is poured completely, lining cutting material
Material installation rack is located at the rear portion of trolley, and lining cutting high molecular material 22 is laid on secondary supporting.
Template longitudinal baffle 6 is equipped with three sections, and 6 front end of template longitudinal baffle of head section adds template front apron 5, guarantees to pour
The closing in space, every section template longitudinal baffle include top template 11 and side template 12, and top template 11 and top are flexible
Sleeve 19 is fixedly connected, and top extension sleeve 19 is fixedly connected with top telescopic oil cylinder 18, and the sliding of top telescopic oil cylinder 18 is located at
In sliding rail 17 at the top of trolley, side template 12 is fixedly connected with side extension sleeve 13, and side extension sleeve 13 is stretched with side
Contracting oil cylinder 14 is fixedly connected, and side telescopic oil cylinder 14 is connect with rolling wheel support 10, and the sliding of idler wheel 15 on rolling wheel support 10 is located at
In the track 9 of trolley side, so as to realize the flexible and sliding of top template and side template with respect to trolley.
As shown in Figs. 1-5, one kind being adapted to effluent tunnel synchronization lining method, includes the following steps: using in bottom spy
Section of jurisdiction 3 is transported from 16 tail portion of trolley to the tail portion of segment crane 4, section of jurisdiction is recycled to hang by the travelling bogie slided on different section of jurisdiction 8
Machine 4 transports section of jurisdiction 3 to duct piece installation machine 2.Using duct piece installation machine 2 by special 8 erecting ring in whole of section of jurisdiction in section of jurisdiction 3 and bottom,
Formation initial stage section of jurisdiction supporting.16 forward slip of trolley on the special section of jurisdiction 8 in bottom, using concrete grouting machine 7, to three section templates
Concrete early period 20 is poured between longitudinal baffle 6 and section of jurisdiction 3, before template front apron 5 is blocked in the template longitudinal baffle 6 of first section
It holds, after trolley 16, later period concrete 21 is poured on the special section of jurisdiction 8 in bottom, forms secondary lining supporting.
After pouring later period concrete 21, macromolecule is built using lining material installation rack interior stickers lining in secondary lining supporting
Material 22.
6 block design of template longitudinal baffle, is divided into three pieces, including one piece of top template 11 and two pieces of side templates 12, and three
Casting space is formed between block template longitudinal baffle 6 and section of jurisdiction 3.
Top template 11 is connect with top extension sleeve 19, and top extension sleeve 19 passes through the flexible oil in top on trolley 16
Cylinder 18 drives top template 11 flexible, and side template 12 is connect with side extension sleeve 13, and side extension sleeve 13 passes through trolley
Side telescopic oil cylinder 14 on 16 drives the flexible of side template 12.Before top telescopic oil cylinder 18 passes through sliding rail 17 on trolley 16
After slide, side telescopic oil cylinder 14 is connect with rolling wheel support 10, rolling wheel support 10 be equipped with idler wheel 15, idler wheel 15 is in track 9
It slides back and forth.
Advantages of the present invention:
A. preliminary bracing, Ke Yijie are carried out by using the special section of jurisdiction erecting ring in whole in steel pipe sheet+bottom when shield machine promotes
Save the cost of domain concrete pipe sheet；
B. by template frame in rear mating region stroke support template, the casting concrete between template and preliminary bracing section of jurisdiction,
The secondary lining for carrying out effluent tunnel, due to saving in traditional sense in the process of once supporting pipe of concrete on piece dabbing,
Therefore construction efficiency is improved, since concrete construction is at low cost, and saves construction cost；
C. at trolley rear, laying is equipped with for effluent tunnel corrosion-resistant high molecular material pallet frame, ensure that and apply in shield
Working hour can carry out the laying of macromolecular antiseptic plate, ensure that the synchronization lining of effluent tunnel construction；
D. lining shuttering is supported on section of jurisdiction inner wall, and between template and section of jurisdiction after the complete concrete of gap filling, template is quiet with respect to section of jurisdiction
Only, equipment can synchronize driving, withdraw template after concrete has some strength, by template move forward to front end carry out again it is next
A circulation.It is whole to realize synchronous quadratic lining cutting function.
The working procedure can not only guarantee geology unstable caused safety problem when construction, but also may be implemented sewage tunnel
Process needed for road synchronizes construction, greatly reduces the construction cost in tunnel, and shortens the constructing tunnel duration.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. one kind is adapted to effluent tunnel synchronization lining device, including host (1) and trolley (16), it is characterised in that: described
Duct piece installation machine (2) are equipped in host (1), duct piece conveying device, trolley are equipped between duct piece installation machine (2) and trolley (16)
(16) it is slided on the special section of jurisdiction in bottom (8), trolley (16) is equipped with an at least section template longitudinal baffle (6), the template of head section
Longitudinal baffle (6) is connect with template front apron (5), and trolley (16) is equipped with concrete grouting machine (7).
2. according to claim 1 be adapted to effluent tunnel synchronization lining device, it is characterised in that: the trolley (16)
Rear portion be equipped with lining material install rack.
3. according to claim 1 or 2 be adapted to effluent tunnel synchronization lining device, it is characterised in that: the template
Longitudinal baffle (6) includes the side template (12) of top template (11) and two sides.
4. according to claim 3 be adapted to effluent tunnel synchronization lining device, it is characterised in that: the top template
(11) it is connect with top extension sleeve (19), top extension sleeve (19) is connect with top telescopic oil cylinder (18), the flexible oil in top
Cylinder (18) is located on trolley (16), and side template (12) is connect with side extension sleeve (13), side extension sleeve (13) and side
Portion's telescopic oil cylinder (14) connection, side telescopic oil cylinder (14) are located on trolley (16).
5. according to claim 4 be adapted to effluent tunnel synchronization lining device, it is characterised in that: the top is flexible
Oil cylinder (18) is located in sliding rail (17), and sliding rail (17) is located on trolley (16), side telescopic oil cylinder (14) and rolling wheel support (10)
Connection, rolling wheel support (10) are equipped with idler wheel (15), and idler wheel (15) is located in track (9), and track (9) is located on trolley (16).
6. one kind is adapted to effluent tunnel synchronization lining method, which comprises the steps of: utilize duct piece installation machine
(2) by section of jurisdiction (3) and bottom special section of jurisdiction (8) erecting ring in whole, the supporting of initial stage section of jurisdiction is formed；
Trolley (16) forward slip on the special section of jurisdiction in bottom (8), using concrete grouting machine (7), to template longitudinal baffle (6)
It is poured between section of jurisdiction (3) concrete early period (20), template longitudinal baffle (6) is at least a section, and template front apron (5) is blocked in
Template longitudinal baffle (6) front end of head section after trolley (16), the special section of jurisdiction in bottom (8) is laid with complete, forms secondary lining
Supporting.
7. according to claim 6 be adapted to effluent tunnel synchronization lining method, it is characterised in that: form secondary lining branch
After shield, high molecular material (22) are built using lining material installation rack interior stickers lining in secondary lining supporting.
8. according to claim 6 or 7 be adapted to effluent tunnel synchronization lining method, it is characterised in that: template is longitudinally kept off
Plate (6) is divided into three pieces, including one piece of top template (11) and two pieces of side templates (12), three pieces of template longitudinal baffles (6) and pipe
Piece forms casting space between (3).
9. according to claim 8 be adapted to effluent tunnel synchronization lining method, it is characterised in that: top template (11) with
Top extension sleeve (19) connection, top extension sleeve (19) drive top by the top telescopic oil cylinder (18) on trolley (16)
Template (11) is flexible, and side template (12) is connect with side extension sleeve (13), and side extension sleeve (13) passes through trolley (16)
On side telescopic oil cylinder (14) drive the flexible of side template (12).
10. according to claim 9 be adapted to effluent tunnel synchronization lining method, it is characterised in that: top telescopic oil cylinder
(18) it is slid back and forth on trolley (16) by sliding rail (17), side telescopic oil cylinder (14) is connect with rolling wheel support (10), idler wheel
Bracket (10) is equipped with idler wheel (15), and idler wheel (15) slides back and forth in track (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811268585.XA CN109139043A (en) | 2018-10-29 | 2018-10-29 | One kind being adapted to effluent tunnel synchronization lining device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811268585.XA CN109139043A (en) | 2018-10-29 | 2018-10-29 | One kind being adapted to effluent tunnel synchronization lining device and method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109139043A true CN109139043A (en) | 2019-01-04 |
Family
ID=64806595
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811268585.XA Pending CN109139043A (en) | 2018-10-29 | 2018-10-29 | One kind being adapted to effluent tunnel synchronization lining device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109139043A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022137157A1 (en) * | 2020-12-23 | 2022-06-30 | Hinfra S.R.L. | Automated method and processing train for lining tunnels |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0874500A (en) * | 1994-09-08 | 1996-03-19 | Ohbayashi Corp | Tunnel arch part lining form device |
| CN1858403A (en) * | 2006-06-02 | 2006-11-08 | 四川省交通厅公路规划勘察设计研究院 | Tunnel support structure |
| CN201196094Y (en) * | 2008-05-22 | 2009-02-18 | 中铁十一局集团第一工程有限公司 | Hydraulic template trolley for rail tunnel liner concrete |
| CN103133012A (en) * | 2012-11-20 | 2013-06-05 | 中铁十八局集团有限公司 | Open type tunnel boring machine (TBM) on-site concrete inverted arch synchronous lining trolley |
| JP2015206173A (en) * | 2014-04-17 | 2015-11-19 | 大成建設株式会社 | Lining concrete placing device |
| CN106223967A (en) * | 2016-09-20 | 2016-12-14 | 中铁工程装备集团有限公司 | A kind of great burying rectangle or class Rectangular Tunnel shield-tunneling construction device and method |
| CN108060933A (en) * | 2018-01-22 | 2018-05-22 | 中铁工程装备集团有限公司 | A kind of shield formula tunnel duct piece quick-assembling equipment and lining methods |
| CN108166997A (en) * | 2018-03-14 | 2018-06-15 | 铁建重工新疆有限公司 | Mating synchronization lining trolley and the development machine containing it after a kind of |
| CN108301846A (en) * | 2018-03-21 | 2018-07-20 | 长安大学 | Tunnel-liner vault band is molded into sizing device and its construction |
| CN108316934A (en) * | 2018-04-18 | 2018-07-24 | 中铁二院工程集团有限责任公司 | A kind of shield machine of the assembled prefabricated secondary lining function of band |
| CN208982056U (en) * | 2018-10-29 | 2019-06-14 | 中铁工程装备集团有限公司 | One kind being adapted to effluent tunnel synchronization lining device |
-
2018
- 2018-10-29 CN CN201811268585.XA patent/CN109139043A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0874500A (en) * | 1994-09-08 | 1996-03-19 | Ohbayashi Corp | Tunnel arch part lining form device |
| CN1858403A (en) * | 2006-06-02 | 2006-11-08 | 四川省交通厅公路规划勘察设计研究院 | Tunnel support structure |
| CN201196094Y (en) * | 2008-05-22 | 2009-02-18 | 中铁十一局集团第一工程有限公司 | Hydraulic template trolley for rail tunnel liner concrete |
| CN103133012A (en) * | 2012-11-20 | 2013-06-05 | 中铁十八局集团有限公司 | Open type tunnel boring machine (TBM) on-site concrete inverted arch synchronous lining trolley |
| JP2015206173A (en) * | 2014-04-17 | 2015-11-19 | 大成建設株式会社 | Lining concrete placing device |
| CN106223967A (en) * | 2016-09-20 | 2016-12-14 | 中铁工程装备集团有限公司 | A kind of great burying rectangle or class Rectangular Tunnel shield-tunneling construction device and method |
| CN108060933A (en) * | 2018-01-22 | 2018-05-22 | 中铁工程装备集团有限公司 | A kind of shield formula tunnel duct piece quick-assembling equipment and lining methods |
| CN108166997A (en) * | 2018-03-14 | 2018-06-15 | 铁建重工新疆有限公司 | Mating synchronization lining trolley and the development machine containing it after a kind of |
| CN108301846A (en) * | 2018-03-21 | 2018-07-20 | 长安大学 | Tunnel-liner vault band is molded into sizing device and its construction |
| CN108316934A (en) * | 2018-04-18 | 2018-07-24 | 中铁二院工程集团有限责任公司 | A kind of shield machine of the assembled prefabricated secondary lining function of band |
| CN208982056U (en) * | 2018-10-29 | 2019-06-14 | 中铁工程装备集团有限公司 | One kind being adapted to effluent tunnel synchronization lining device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022137157A1 (en) * | 2020-12-23 | 2022-06-30 | Hinfra S.R.L. | Automated method and processing train for lining tunnels |
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