CN106640131B - A kind of modular variable cross-section tunnel lining trolley - Google Patents
A kind of modular variable cross-section tunnel lining trolley Download PDFInfo
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- CN106640131B CN106640131B CN201611042693.6A CN201611042693A CN106640131B CN 106640131 B CN106640131 B CN 106640131B CN 201611042693 A CN201611042693 A CN 201611042693A CN 106640131 B CN106640131 B CN 106640131B
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- door frame
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- crossbeam
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- tunnel
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- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 241001669679 Eleotris Species 0.000 abstract description 3
- 238000005728 strengthening Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Gates (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
A kind of modular variable cross-section tunnel lining trolley, belongs to tunnel trolley field, includes door frame mechanism, supporting mechanism, walking mechanism, base longerons, rail and sleeper and top template and side template.First, second, third and fourth door frame the upper end of the column of the door frame mechanism is fixedly connected with four angles by the crossbeam frame that all around door frame crossbeam is interconnected to respectively, and lower end is fixedly connected with left and right base longerons respectively;It is characterized in that all around door frame crossbeam and the first, second, third and fourth door frame column are to be sequentially connected to constitute by n unit module, n is positive integer;The structure of the unit module is fixedly connected respectively with upper flange plate by the first, second, third and fourth module pillar upper end, and lower end is fixedly connected with lower flange respectively, constitutes a cube, side is formed with strengthening rib strip.When advantage is of different sizes for tunnel sectional dimension, the unit module that different number can be used is connected, to adapt to engine request.Design and manufacture expense can be saved, production efficiency is improved.
Description
Technical field
The invention belongs to tunnel trolley fields, and in particular to a kind of modular variable cross-section tunnel lining trolley.
Background technique
Now, with the fast development of communications and transportation industry, in railway, highway, seabed traffic and City Underground Transportation
It will encounter and lining cutting work is carried out to the tunnel of developing, the engineering of trimmed tunnel most of at present is first to be designed to build tunnel
Rack carries out lining construction on tunnel rack, removes rack after completing one section, then redesign and build rack, carries out latter
The lining cutting work of section.The disadvantage is that tunnel lining trolley structure function is single, production efficiency is low, useless work waste material, uneconomical.Patent
Application No. is include door frame, mould in CN201521136685.9 " the multibreak face variable diameter tunnel lining trolley of large span " its structure
Plate, support cylinder, support screw, lifting mechanism etc., door frame is made of door frame crossbeam, door frame column, the disadvantage is that the door frame
Crossbeam and column be an overall structure, for different size section tunnel need redesign and manufacture.
Summary of the invention
The object of the present invention is to provide a kind of modular variable cross-section tunnel lining trolleys, effectively the prior art can be overcome to deposit
The shortcomings that.
The invention is realized in this way being improvements over the prior art.It includes door frame mechanism, supporting mechanism, walking
Mechanism, backform, side form, support cylinder, support lead screw, track etc., the door frame mechanism is stood by the first, second, third and fourth door frame
The upper end of column is fixedly connected with four angles by the crossbeam frame that all around door frame crossbeam is interconnected to constitute respectively, under
End is fixedly connected with left and right base longerons respectively, it is characterised in that the crossbeam all around and the first, second, third and fourth door frame
Column is to be sequentially connected to constitute by n unit module, and n is positive integer;The structure of unit module is the first, second, third and fourth mould
The upper end of block pillar is fixedly connected with upper flange plate four corners respectively, and lower end is fixedly connected with structure with lower flange four corners respectively
At a cube, be formed on four sides reinforcing transverse direction and oblique rib.
Advantages of the present invention and good effect are: the modular variable cross-section tunnel lining trolley of the present invention can be cut in difference
Assembly and connection is carried out using the unit module of different number in the constructing tunnel of face and constitutes different size of portal-framed structure, to adapt to become
Sections of tunnel construction requirement.Standardization, modularization are realized in engineering, convenient, flexible can be dismounted, are used for multiple times, greatly improve
Reuse rate, to efficiently solve disadvantage of the existing technology.
Detailed description of the invention
Fig. 1 is overall structure of the present invention;
Fig. 2 is front view of the present invention;
Fig. 3 is door frame structural scheme of mechanism of the present invention;
Fig. 4 is unit module schematic diagram.
In figure: 1,1 ', 1 ", 13' --- the first, second, third and fourth door frame column, 2,2 ', 2 ", 23' --- door all around
Frame crossbeam, 3,3 ' --- left and right base longerons, 4,4 ' --- left and right walking mechanism, 5,5 ' --- left and right track, 6,6 ' ---
Left and right sleeper, 7,7 ' --- the fixed elevating ram in left and right, 8,8 ' --- left and right support cylinder, 9,9 ' --- left and right support lead screw,
10 --- backform crossbeam, 11 --- translation mechanism, 12 --- lifting pillar, 13,13 ' --- left and right side template, 14 --- backform
Plate, M --- unit module, F1、F2--- upper lower flange, L1、L2、L3、L4--- the first, second, third and fourth module pillar,
F0--- connecting hole.
Specific embodiment
As shown in Figure 1, 2, 3, the present invention is improvements over the prior art, includes door frame mechanism, supporting mechanism, vehicle with walking machine
Structure, base longerons, rail and sleeper and backform and side form.The door frame mechanism is as shown in figure 3, the first, second, third and fourth door frame
Column 1,1 ', 1 ", 13The upper end ' is respectively and by door frame crossbeam 2 all around, 2 ', 2 ", 23' is interconnected to four of crossbeam frame
It is fixedly connected at angle, lower end is fixedly connected with left and right base longerons 3,3 ' respectively;The crossbeam 2 of door frame all around, 2 ',
2″、23' and the first, second, third and fourth door frame column 1,1 ', 1 ", 13' is to be sequentially connected to constitute by n unit module M, and n is positive
Integer;The structure of the unit module M is as shown in figure 4, being by the first, second, third and fourth module pillar L1、L2、L3、L4Upper end point
Not with upper flange plate F1Four corners are fixedly connected, lower end respectively with lower flange F2Four corners are fixedly connected, and constitute one cube
Body, be formed on four sides reinforcing transverse direction and oblique rib.When of different sizes for tunnel sectional dimension, it can be used not
Unit module M with quantity and size is interconnected to constitute required door frame mechanism, to adapt to the requirement of construction.Effectively gram
The work that door frame mechanism is redesigned, manufactured to different cross section tunnel is taken.
Claims (1)
1. a kind of modular variable cross-section tunnel lining trolley, includes door frame mechanism, supporting mechanism, walking mechanism, backform, side
Mould, support cylinder, support lead screw, track, the door frame mechanism is the first, second, third and fourth door frame column (1,1 ', 1 ", 13On ')
End is respectively and by door frame crossbeam all around (2,2 ', 2 ", 23It is connected at four angles of crossbeam frame ') being interconnected to constitute
It connects, lower end is fixedly connected with left and right base longerons (3,3 ') respectively, it is characterised in that the crossbeam of door frame all around (2,
2 ', 2 ", 23') and the first, second, third and fourth door frame column (1,1 ', 1 ", 13It ') is to be sequentially connected to constitute by n unit module (M)
, n is positive integer;The structure of unit module (M) is by the first, second, third and fourth module pillar (L1、L2、L3、L4) upper end respectively with
Upper flange plate (F1) be fixedly connected, lower end respectively with lower flange (F2) it is fixedly connected with one cube of composition, four sides
On be formed with reinforcing transverse direction and oblique rib.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611042693.6A CN106640131B (en) | 2016-11-24 | 2016-11-24 | A kind of modular variable cross-section tunnel lining trolley |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201611042693.6A CN106640131B (en) | 2016-11-24 | 2016-11-24 | A kind of modular variable cross-section tunnel lining trolley |
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Publication Number | Publication Date |
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CN106640131A CN106640131A (en) | 2017-05-10 |
CN106640131B true CN106640131B (en) | 2019-01-18 |
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Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN107060832B (en) * | 2017-06-20 | 2019-03-26 | 陕西理工大学 | A kind of vault template and its support construction suitable for the construction of variable cross-section bend cave depot |
CN110130939A (en) * | 2019-06-20 | 2019-08-16 | 中国五冶集团有限公司 | A kind of tunnel double-lining section trolley |
EP4209655B1 (en) * | 2022-01-07 | 2023-11-01 | Kern Tunneltechnik SA | Modular tunnel formwork device |
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EP2090744A1 (en) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Conveyor trolley |
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JP2014005719A (en) * | 2012-05-29 | 2014-01-16 | Maeda Corp | Form device for tunnel lining |
CN103670443A (en) * | 2012-09-10 | 2014-03-26 | 中国葛洲坝集团股份有限公司 | Combined type portal tunnel lining trolley |
CN104963699A (en) * | 2015-07-01 | 2015-10-07 | 中国葛洲坝集团三峡建设工程有限公司 | Modular steel form trolley |
CN205400756U (en) * | 2016-03-28 | 2016-07-27 | 鞍山市立业机械制造有限公司 | Variable section platform truck |
CN106050268A (en) * | 2016-08-08 | 2016-10-26 | 中国葛洲坝集团第五工程有限公司 | Steel mould trolley for concrete lining of rounded rectangle cross section tunnel |
CN206319887U (en) * | 2016-11-24 | 2017-07-11 | 中国人民解放军63926部队 | A kind of modular variable cross-section tunnel lining trolley |
Family Cites Families (2)
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CN204609906U (en) * | 2015-04-28 | 2015-09-02 | 金中天集团建设有限公司 | A kind of modularization steel form carrier |
CN106150525A (en) * | 2016-08-31 | 2016-11-23 | 湖南五新隧道智能装备股份有限公司 | A kind of rock anchorage beam construction trolley and construction method thereof |
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2016
- 2016-11-24 CN CN201611042693.6A patent/CN106640131B/en active Active
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2090744A1 (en) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Conveyor trolley |
JP2014005719A (en) * | 2012-05-29 | 2014-01-16 | Maeda Corp | Form device for tunnel lining |
CN102704953A (en) * | 2012-06-29 | 2012-10-03 | 北京城建道桥建设集团有限公司 | module unit butt joint combining device and method for tunnel secondary lining trolley |
CN103670443A (en) * | 2012-09-10 | 2014-03-26 | 中国葛洲坝集团股份有限公司 | Combined type portal tunnel lining trolley |
CN202991063U (en) * | 2012-12-27 | 2013-06-12 | 中铁二局股份有限公司 | Large-section tunnel hydraulic trolley |
CN104963699A (en) * | 2015-07-01 | 2015-10-07 | 中国葛洲坝集团三峡建设工程有限公司 | Modular steel form trolley |
CN205400756U (en) * | 2016-03-28 | 2016-07-27 | 鞍山市立业机械制造有限公司 | Variable section platform truck |
CN106050268A (en) * | 2016-08-08 | 2016-10-26 | 中国葛洲坝集团第五工程有限公司 | Steel mould trolley for concrete lining of rounded rectangle cross section tunnel |
CN206319887U (en) * | 2016-11-24 | 2017-07-11 | 中国人民解放军63926部队 | A kind of modular variable cross-section tunnel lining trolley |
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CN106640131A (en) | 2017-05-10 |
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