CN101082280A - Single-track railway tunnel lining trolley - Google Patents
Single-track railway tunnel lining trolley Download PDFInfo
- Publication number
- CN101082280A CN101082280A CN 200710035383 CN200710035383A CN101082280A CN 101082280 A CN101082280 A CN 101082280A CN 200710035383 CN200710035383 CN 200710035383 CN 200710035383 A CN200710035383 A CN 200710035383A CN 101082280 A CN101082280 A CN 101082280A
- Authority
- CN
- China
- Prior art keywords
- template
- door frame
- side template
- tunnel lining
- railway tunnel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a lining platform car of the single-thread railway tunnel, which contains the arched mould including the roof and side follow boards, the bracket with a lifting cylinder, the gantry and the supporting component of the arched mould. It is characterized in that: the roof follow board contains the left and right roof follow boards in bilateral symmetry. There is an adjusting roof follow board for changing the sectional width between them. The side follow board contains the detachable upper and lower side follow boards. A side adjusting follow board for changing the sectional height and radius can be added between them. With the adjusting roof follow board and the side adjusting follow board, the sectional size of the arched mould can be adjusted in certain range to adapt the tunnel engineering with different sections. It can reduce the engineering cost, lighten the working strength and improve the working efficiency.
Description
Technical field
The present invention relates to a kind of constructing tunnel equipment that is used for, relate in particular to a kind of single-track railway tunnel lining trolley.
Background technology
Known tunnel lining trolley, mainly containing door frame, carriage and arch mould forms, the jacking cylinder of Support bracket and the supporting member of support arch mould are housed on the door frame, the cross dimension that the arch mould surrounds immobilizes, jacking cylinder is fixed on the door frame and adopts hydraulic lock compact form oil cylinder, and door frame generally has only two to be located at respectively outside the arch mould two ends, the center of two door frames links to each other with truss, two side templates of arch mould lean on truss support by screw rod, supporting member adopts screw rod, and support is not established in the side template bottom of arch mould.The deficiency of this tunnel lining trolley is: the cross dimension that the arch mould surrounds immobilizes, and to the place of different tunnel cross-sections, needs with the different tunnel lining trolley of arch mould section, makes the construction cost height thus, and production efficiency is low, and labour intensity is big; Hydraulic lock compact form jacking cylinder, there is internal leakage at the practice of construction oil cylinder, and concrete has one than growth process from being poured into to solidify, therefore not only load is heavy for jacking cylinder, and load time is long, along with the increase of load time, makes the oil cylinder piston bar produce retraction, thereby cause producing sedimentation behind the template pressurized, influence the tunnel lining quality; The tunnel lining trolley center can not be regulated, thereby its center is better overlapped with the center, tunnel, causes the lining cutting section misalignment design centre of pouring into a mould; Door frame only adopts two, two side templates of arch mould lean on truss support by screw rod, can make the lateral force of whole side template all concentrate on the truss, cause stress to concentrate, main is the lateral force that do not produced by the side template fluid concrete by line of force of side direction jack, and promptly the side direction jack easily produces unstability among a small circle, causes concrete to run mould easily in forming process, reduce the lining quality, obviously be not suitable for railway tunnel lining; Because template can have certain bondingly with concrete behind moulding, the template that supports by screw rod is even after pine is unloaded screw rod, template is the not demoulding thereupon, need block-by-block to unload, therefore supporting defective one by screw rod is relatively difficulty of the demoulding, the 2nd, and labor workload is big.Support is not established in existing tunnel lining trolley side template bottom in addition, makes when cast, and following side form inwardly contracts, and causes template and former concrete lap-joint that faulting of slab ends takes place, thus reduction lining quality.
Summary of the invention
The object of the present invention is to provide a kind of single-track railway tunnel lining trolley that can adapt to different tunnel cross-sections.
This single-track railway tunnel lining trolley provided by the invention, comprise the arch mould that contains top template and side template, the carriage that contains jacking cylinder, door frame, support the supporting member of arch mould, it is characterized in that described top template comprises symmetrical left top template and right top template, an adjusting top template that is used to change section width is arranged between left top template and right top template; Described side template comprises knock-down side template and the following side template gone up, and can increase the side adjusting template that is used to change profile height and radius between the upper and lower sides template.
In order to overcome that there is internal leakage in jacking cylinder and can not the stable support carriage, the technical scheme that the present invention takes is: jacking cylinder comprises piston rod, cylinder barrel, fairlead, fairlead is installed in cylinder barrel one end, described piston rod stretches out from fairlead, the section of stretching out at piston rod is provided with external screw thread, have a locking nut to cooperate with described external screw thread, this locking nut is provided with handle.
In order to adapt to railway tunnel, guarantee the lining quality, the technical scheme that the present invention takes is: door frame has three at least, they equidistantly distribute in the arch mould, wherein two door frames lay respectively at the two ends of arch mould, and every door frame all has top rail and is fixed on top rail two ends and two columns vertical with top rail, link to each other with truss by two columns between each door frame, described supporting member is some jack, and they distribute symmetrically and are installed on each door frame.
In order to make the easy demoulding of arch mould and to make lining that the faulting of slab ends phenomenon not take place, the supporting member of door frame upper support side template also includes the side direction oil cylinder, and place, side template bottom is provided with the jack that prevents down that side template inwardly moves.
Since the present invention with the backform of arch mould make symmetry about two templates, and increased by one in the centre and regulated template, and side template has been divided into knock-down upper and lower sides template, between the upper and lower sides template, can increase side and regulate template.When top adjusting template adopts different width, just can make the width difference of arch mould, thereby be applicable to the tunnel lining of different in width section.When side is regulated the height difference of template or is not adopted, just can make the height difference of arch mould, thereby be applicable to the tunnel lining of differing heights section, we can regulate the cross dimension of arch mould within the specific limits thus, to adapt to the constructing tunnel of different section, reduce construction cost, reduce labor intensity, enhance productivity.
Description of drawings
Fig. 1 is a structural representation of the present invention.
Fig. 2 is the sectional view of Fig. 1 along A-A.
Fig. 3 is the structural representation of jacking cylinder among Fig. 1.
The specific embodiment
Embodiment one: referring to Fig. 1
As can be seen from Figure 1, the present invention still comprises arch mould 1, door frame 2, carriage 3, jacking cylinder 4, wherein the arch mould still comprises top template 11 and two side templates 12, adopt hinged between top template 11 and two side templates 12, but top template of the present invention is regulated template 15 by left top template 13, right top template 14 and top and is formed, left side top template 13 and right top template 14 are symmetrically located at the right and left that template 15 is regulated on the top, and connect with bolt, template 15 is regulated on the top can carry out the compliance selection according to the width in tunnel, wide or narrow.Two side templates 12 are divided between side template 16 and following side template 17 and the upper and lower sides template and can regulate template 18 by plus side, are connected with bolt between two side templates (16,17) and the side adjusting template 18 between 17 liang of last side template 16 and the following side templates or up and down.We can be according to the height in tunnel like this, suitably selects for use or regulates template without side, makes the present invention can adapt to the tunnel lining of different section thus, effectively reduces the equipment total cost, and can reduce workload in work progress, reduces labour intensity.
Embodiment two: referring to Fig. 3
This be one on the basis of embodiment one, jacking cylinder 4 has been carried out improved embodiment.
Jacking cylinder 4 still has piston rod 41, cylinder barrel 42 and fairlead 43 in the present embodiment, also have locking nut 44 and handle 45, fairlead 43 is provided with step 46, fairlead 43 is installed in an end of cylinder barrel 42, and its step 44 puts in the cylinder barrel 42, and piston rod 41 stretches out from fairlead 43, is provided with external screw thread on the section of stretching out 47 of piston rod 41, locking nut 44 cooperates with external screw thread on the piston rod 41, and handle 45 is installed on the locking nut 44.Like this when piston rod is subjected to lateral force, guarantee that fairlead evenly decomposes the lateral force that piston rod produces on the cylinder barrel reliably, thereby guarantee cylinder barrel 42,43 of fairleads are stressed and be not subjected to lateral force, thereby increase the application life of connecting bolt and fairlead.During use, when piston rod makes progress jacking to the precalculated position on request with carriage, regulate behind the top template height handle on can the rotational lock nut, piston rod is pinned, thereby having overcome oil cylinder exists internal leakage to cause piston rod to produce the phenomenon that glides, make jacking cylinder stable support carriage for a long time, guaranteed the quality of lining thus.
Embodiment three: referring to Fig. 1-Fig. 2.
Present embodiment is a kind of single-track railway tunnel lining trolley that is very suitable for railway tunnel.
Claims (5)
1, a kind of single-track railway tunnel lining trolley, comprise the arch mould (1) that contains top template (11) and side template (12), the carriage (3) that contains jacking cylinder (4), door frame (2), door frame is provided with the supporting member (5) of support-side template, it is characterized in that described top template (11) comprises symmetrical left top template (13) and right top template (14), an adjusting top template (15) that is used to change section width is arranged between left top template (13) and right top template (14); Described side template is made up of knock-down upward side template (16) and following side template (17), can increase the adjusting side template (18) that is used to change profile height between the upper and lower sides template.
2, single-track railway tunnel lining trolley according to claim 1, it is characterized in that described jacking cylinder comprises piston rod (41), cylinder barrel (42), fairlead (43), described piston rod stretches out from fairlead (43), the section of stretching out (47) at piston rod is provided with external screw thread, there is a locking nut (44) to cooperate with described external screw thread, this locking nut is provided with handle (45), and described fairlead is installed in cylinder barrel one end, and fairlead (43) is provided with step (46) with cylinder barrel (42) contact position.
3 single-track railway tunnel lining trolleys according to claim 1 and 2, it is characterized in that door frame (2) has three at least, they equidistantly distribute in arch mould (1), wherein two door frames lay respectively at the two ends of arch mould (1), every door frame all has top rail (21) and is fixed on top rail two ends and two columns (22) vertical with top rail, link to each other with truss (23) by two columns between each door frame, described supporting member (5) is some jack (51), and they distribute symmetrically and are installed on each door frame (2).
4, single-track railway tunnel lining trolley according to claim 1 and 2 is characterized in that the supporting member (5) of door frame upper support side template also includes side direction oil cylinder (52), and place, side template bottom is provided with the jack (6) that prevents the side template bottom and inwardly move.
5, single-track railway tunnel lining trolley according to claim 3 is characterized in that the supporting member of door frame upper support side template also has the side direction oil cylinder, and place, side template bottom is provided with the jack (6) that prevents the side template bottom and inwardly move.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710035383 CN101082280A (en) | 2007-07-18 | 2007-07-18 | Single-track railway tunnel lining trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710035383 CN101082280A (en) | 2007-07-18 | 2007-07-18 | Single-track railway tunnel lining trolley |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101082280A true CN101082280A (en) | 2007-12-05 |
Family
ID=38912028
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200710035383 Pending CN101082280A (en) | 2007-07-18 | 2007-07-18 | Single-track railway tunnel lining trolley |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101082280A (en) |
Cited By (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101575856B (en) * | 2009-06-13 | 2010-09-08 | 中国水利水电第七工程局有限公司 | Automatic tunnel normal concrete lifting band-type trolley |
| CN101824994A (en) * | 2010-04-27 | 2010-09-08 | 池州恒毅设备制造有限公司 | Concrete lining steel formwork jumbo |
| CN101943004A (en) * | 2010-10-02 | 2011-01-12 | 中国水利水电第七工程局有限公司 | Hydraulic self-running inclined-hole ordinary-state concrete casting trolley |
| CN102296971A (en) * | 2011-08-08 | 2011-12-28 | 湖南五新重型装备有限公司 | Lining method for tunnel emergency turnout strips and tunnel-lining trolley |
| CN102296986A (en) * | 2011-07-29 | 2011-12-28 | 中铁一局集团有限公司 | Transport mechanism for tunnel construction |
| CN102383810A (en) * | 2011-11-30 | 2012-03-21 | 中铁五局（集团）有限公司 | Continuous variable cross-section tunnel lining formwork trolley |
| CN101603428B (en) * | 2009-07-16 | 2012-06-13 | 上海隧道工程股份有限公司 | Steel die of a concrete lining pipe piece with double round tunnels |
| CN102650211A (en) * | 2012-05-22 | 2012-08-29 | 湖南五新重型装备有限公司 | Universal type steel mould lining trolley for linear and curved sectional tunnel |
| CN102777192A (en) * | 2012-08-15 | 2012-11-14 | 中国水利水电第十四工程局有限公司 | Simple steel mould trolley |
| WO2013159448A1 (en) * | 2012-04-26 | 2013-10-31 | Li Xinbin | Self-moving tunnel support canopy |
| CN103806926A (en) * | 2014-03-07 | 2014-05-21 | 陕西理工学院 | Span-changing and height-changing device of concrete lining steel bench vehicle |
| CN104453949A (en) * | 2014-12-07 | 2015-03-25 | 中国葛洲坝集团股份有限公司 | Narrow-beam transition section steel mould trolley for tunnel and construction method |
| CN104948204A (en) * | 2015-05-14 | 2015-09-30 | 湖南五新重型装备有限公司 | Subway tunnel lining trolley |
| CN107313446A (en) * | 2016-04-26 | 2017-11-03 | 尤兆云 | A kind of city integrated piping lane construction vehicles combination formula internal model |
| CN107313447A (en) * | 2016-04-26 | 2017-11-03 | 尤兆云 | A kind of city integrated piping lane construction mould and construction method |
| CN107448215A (en) * | 2017-09-04 | 2017-12-08 | 中铁五局集团第五工程有限责任公司 | A kind of Tunnel Second Lining A fonts chassis width tunable arrangement |
| CN109356616A (en) * | 2018-11-02 | 2019-02-19 | 广州市高速公路有限公司 | Subsidence-style tunnel roof plate template trolley device |
| CN110273695A (en) * | 2019-07-13 | 2019-09-24 | 中国三冶集团有限公司 | A kind of Tunnel Second Lining formwork jumbo and its stage molding pouring procedure |
| CN110513126A (en) * | 2019-09-27 | 2019-11-29 | 中铁四局集团有限公司 | A kind of tunnel double-lining trolley that section-variable can be recycled |
| CN112593575A (en) * | 2020-12-25 | 2021-04-02 | 上海建工常州建亚建筑构件制品有限公司 | High strength reinforced concrete section of jurisdiction reinforcing component |
| CN113153342A (en) * | 2021-04-30 | 2021-07-23 | 山东凤志管道设备有限公司 | Full-automatic control system of heading machine |
-
2007
- 2007-07-18 CN CN 200710035383 patent/CN101082280A/en active Pending
Cited By (26)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101575856B (en) * | 2009-06-13 | 2010-09-08 | 中国水利水电第七工程局有限公司 | Automatic tunnel normal concrete lifting band-type trolley |
| CN101603428B (en) * | 2009-07-16 | 2012-06-13 | 上海隧道工程股份有限公司 | Steel die of a concrete lining pipe piece with double round tunnels |
| CN101824994A (en) * | 2010-04-27 | 2010-09-08 | 池州恒毅设备制造有限公司 | Concrete lining steel formwork jumbo |
| CN101943004A (en) * | 2010-10-02 | 2011-01-12 | 中国水利水电第七工程局有限公司 | Hydraulic self-running inclined-hole ordinary-state concrete casting trolley |
| CN102296986A (en) * | 2011-07-29 | 2011-12-28 | 中铁一局集团有限公司 | Transport mechanism for tunnel construction |
| CN102296971A (en) * | 2011-08-08 | 2011-12-28 | 湖南五新重型装备有限公司 | Lining method for tunnel emergency turnout strips and tunnel-lining trolley |
| CN102383810A (en) * | 2011-11-30 | 2012-03-21 | 中铁五局（集团）有限公司 | Continuous variable cross-section tunnel lining formwork trolley |
| WO2013159448A1 (en) * | 2012-04-26 | 2013-10-31 | Li Xinbin | Self-moving tunnel support canopy |
| US9291053B2 (en) | 2012-04-26 | 2016-03-22 | Xinbin Li | Self-moving tunnel support canopy |
| CN102650211A (en) * | 2012-05-22 | 2012-08-29 | 湖南五新重型装备有限公司 | Universal type steel mould lining trolley for linear and curved sectional tunnel |
| CN102650211B (en) * | 2012-05-22 | 2015-11-25 | 湖南五新隧道智能装备股份有限公司 | Straight line and curved section tunnel general-purpose type punching block lining trolley |
| CN102777192A (en) * | 2012-08-15 | 2012-11-14 | 中国水利水电第十四工程局有限公司 | Simple steel mould trolley |
| CN103806926A (en) * | 2014-03-07 | 2014-05-21 | 陕西理工学院 | Span-changing and height-changing device of concrete lining steel bench vehicle |
| CN104453949A (en) * | 2014-12-07 | 2015-03-25 | 中国葛洲坝集团股份有限公司 | Narrow-beam transition section steel mould trolley for tunnel and construction method |
| CN104948204A (en) * | 2015-05-14 | 2015-09-30 | 湖南五新重型装备有限公司 | Subway tunnel lining trolley |
| CN107313446A (en) * | 2016-04-26 | 2017-11-03 | 尤兆云 | A kind of city integrated piping lane construction vehicles combination formula internal model |
| CN107313447A (en) * | 2016-04-26 | 2017-11-03 | 尤兆云 | A kind of city integrated piping lane construction mould and construction method |
| CN107448215A (en) * | 2017-09-04 | 2017-12-08 | 中铁五局集团第五工程有限责任公司 | A kind of Tunnel Second Lining A fonts chassis width tunable arrangement |
| CN107448215B (en) * | 2017-09-04 | 2023-06-06 | 中铁五局集团第五工程有限责任公司 | Tunnel secondary lining A-shaped trolley width adjustable device |
| CN109356616A (en) * | 2018-11-02 | 2019-02-19 | 广州市高速公路有限公司 | Subsidence-style tunnel roof plate template trolley device |
| CN110273695A (en) * | 2019-07-13 | 2019-09-24 | 中国三冶集团有限公司 | A kind of Tunnel Second Lining formwork jumbo and its stage molding pouring procedure |
| CN110513126A (en) * | 2019-09-27 | 2019-11-29 | 中铁四局集团有限公司 | A kind of tunnel double-lining trolley that section-variable can be recycled |
| CN110513126B (en) * | 2019-09-27 | 2020-11-13 | 中铁四局集团有限公司 | Recyclable tunnel secondary lining trolley with variable cross section |
| CN112593575A (en) * | 2020-12-25 | 2021-04-02 | 上海建工常州建亚建筑构件制品有限公司 | High strength reinforced concrete section of jurisdiction reinforcing component |
| CN113153342A (en) * | 2021-04-30 | 2021-07-23 | 山东凤志管道设备有限公司 | Full-automatic control system of heading machine |
| CN113153342B (en) * | 2021-04-30 | 2024-04-30 | 山东凤志管道设备有限公司 | Full-automatic control system of heading machine |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101082280A (en) | Single-track railway tunnel lining trolley | |
| CN201704630U (en) | Slippage die carrier of concrete cast-in-situ continuous beam | |
| CN201003145Y (en) | Upward and self-walking type mobile die carrier | |
| CN201074517Y (en) | Broaden tunnel lining bogie | |
| CN104695335B (en) | Upstroke movable framework steel bar overall binding lifting construction engineering method and constructing device | |
| CN105649654A (en) | Automatic hydraulic inverted arch trestle trolley and construction method thereof | |
| CN105155423A (en) | Upward moving type movable formwork for continuous box girder construction | |
| CN106906758A (en) | A kind of culvert fluid pressure type entire combination moving die plate | |
| CN104695337A (en) | Self-lifting sliding and turnover construction system and construction method | |
| CN201496073U (en) | Portal type hydraulic steel mould trolley | |
| CN106593469B (en) | A kind of trolley for inverted arch construction | |
| CN107227690B (en) | Supporting leg structure in uplink movable mould frame | |
| CN102080358A (en) | Single beam girder erecting machine | |
| CN206801592U (en) | Hydraulic lining trolley for cut-and-cover tunnel concreting | |
| CN112573426A (en) | Partition plate hoisting device for building fabricated building | |
| KR101206519B1 (en) | Girder making method using moving apparatus and girder support device, the girder and bridge construction method using the same | |
| CN105946104B (en) | A kind of die station tipper | |
| CN104929660B (en) | Formation and construction set for continuous open-cut tunnel | |
| CN101967798A (en) | Highway double-guide-beam bridge erecting machine and turning method | |
| CN206386132U (en) | Tunnel casting concrete quick template supporting stripper apparatus | |
| CN108914776A (en) | A kind of construction hanging basket built for municipal works and room | |
| CN202016109U (en) | Hydraulic internal mold shared by inclined web box girders with different heights | |
| CN103953187A (en) | Sliding mode operating platform system with center vertical cylinder structure | |
| CN204591309U (en) | The fixed tunnel lining trolley of a kind of triangle | |
| CN204401473U (en) | Upstroke movable framework steel bar overall binding lifting construction device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |