CN201258746Y - Overlapping type continuous conveyor construction tunnel synchronization lining trolley - Google Patents

Overlapping type continuous conveyor construction tunnel synchronization lining trolley Download PDF

Info

Publication number
CN201258746Y
CN201258746Y CNU2008201523641U CN200820152364U CN201258746Y CN 201258746 Y CN201258746 Y CN 201258746Y CN U2008201523641 U CNU2008201523641 U CN U2008201523641U CN 200820152364 U CN200820152364 U CN 200820152364U CN 201258746 Y CN201258746 Y CN 201258746Y
Authority
CN
China
Prior art keywords
tunnel
lining
balladeur train
lining trolley
saddle
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.)
Expired - Fee Related
Application number
CNU2008201523641U
Other languages
Chinese (zh)
Inventor
张新泉
丁伟红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2008201523641U priority Critical patent/CN201258746Y/en
Application granted granted Critical
Publication of CN201258746Y publication Critical patent/CN201258746Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model relates to a synchronous lining jackplane of a side style continuous conveyor for tunnel/tunnel hollow construction. The synchronous lining jackplane is an improved structure of a conventional lining jackplane. In the improved structure, the conventional lining jackplane is provided with a sliding frame, a supporting table, a maintenance bracket and other key structures, which are used for placing a continuous conveyor. The sliding frame is arranged on the supporting table and the maintenance bracket which are arranged at one side of the door frame of the lining jackplane. The continuous conveyor is arranged at the working section of the lining jackplane and can penetrate through the lining jackplane along the slide frame. The utility model can simultaneously perform the tunneling and lining operations, thereby not only shortening the construction period, but also reducing the operating risk.

Description

The synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel
Technical field
The utility model relates to a kind of lining trolley, relates in particular to a kind of synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel, belongs to the excavation work technical field.
Background technology
At present in tunnel/tunnel drivage engineering, by continuous transporter rock slag etc. is transported to outside tunnel/tunnel when development machine work, after driving was finished, the employing lining trolley carried out lining cutting work to tunnel wall.Lining trolley is tunnel/tunnel lining one-step molding device, and the tunnel cross-section that provides according to the user manufactures and designs, and can guarantee limit excavation, limit lining cutting, and its height of portal clearance and width can guarantee that rail and trackless haulage vehicle pass through.This lining trolley complete machine walking is to adopt motor-Mechanical Driven, and template adopts all-hydraulic manipulation, and utilizes hydraulic cylinder to prop up the mechanical caging of (receipts) mould.In addition, between bogie frame top and template, leave the space for installation tunnel ventilation pipeline usefulness, and for the tunnel lining that gas is arranged, the product electrical system is carried out design and installation according to the explosion-proof code requirement of gas tunnel, and is safe in utilization to guarantee.
But above-mentioned tunnel piercing engineering can't be carried out full face tunnel/tunnel lining at present in driving, and the lining cutting operation just can be carried out after can only waiting whole section perforation of tunnel/tunnel, promptly can only tunnel earlier, after carry out the sequential analysis of lining cutting.This work pattern, not only make the construction period understand corresponding prolongation, and loosening distortion also takes place in long-term exposed crag easily, cause potential safety hazard easily, insert particularly for afterwards chassis and the lining cutting operation brings operational difficulty, especially tight when the duration, when construction line was long, this defective was especially outstanding.
The utility model content
At above-mentioned defective, the purpose of this utility model is to provide a kind of synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel, to solve conventional art can not carry out tunnel/tunnel lining work simultaneously in tunnel/tunnel drivage process defective, the technological deficiency that causes corresponding prolongation of construction period, construction degree of danger to strengthen thus.
The utility model proposes a kind of synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel, be to improve at the conventional lining chassis, its improvements are also to comprise saddle, balladeur train and maintenance support in order to place continuous transporter on the conventional lining chassis, described saddle is arranged on described lining trolley door frame one side, it is a horizontal plane that rises by the rock-steady structure they sup-port, described balladeur train is arranged on described saddle and the maintenance support, and described continuous transporter passes lining trolley by balladeur train.
Synchronization lining chassis according to the described side-mounted continuous transporter construction tunnel/tunnel of the utility model preferred embodiment, adopt roller to support or sliding support between its continuous transporter and balladeur train, also but fixed constraint is an one, adopts roller or sliding support continuously between transporter balladeur train and described saddle.
According to the synchronization lining chassis of the described side-mounted continuous transporter construction tunnel/tunnel of the utility model preferred embodiment, leave necessary demoulding space between its balladeur train and lining trolley template.
The utility model is by being provided with balladeur train on the saddle of lining trolley door frame one side, and continuous transporter is arranged on the balladeur train, supports continuous transporter to pass through lining trolley, thereby can carry out the lining cutting operation in driving.By the utilization of uniting of mechanisms such as balladeur train, lining trolley door frame, maintenance support, can also reach following beneficial effect in addition:
The first, lining trolley carries out lining trolley and carries out between the concrete curing operational period, relies on the maintenance stent support that the continuous transporter of normal operation and balladeur train thereof are not come in contact with lining trolley or interferes not disturbance lining cutting fully.
The second, during the lining trolley transposition, moving, the transporter operation is unaffected continuously.
Description of drawings
Fig. 1 is the section arrangement figure of the synchronization lining chassis of a kind of side-mounted continuous transporter construction tunnel/tunnel of the utility model;
Fig. 2 is the structure enlarged drawing of A view among Fig. 1;
Fig. 3 is the overall work schematic diagram of the synchronization lining chassis of a kind of side-mounted continuous transporter construction tunnel/tunnel of the utility model.
The specific embodiment
Below in conjunction with accompanying drawing, specify the utility model.
Core of the present utility model place: the confined space of utilizing traditional lining trolley, add saddle, balladeur train and maintenance support in traditional lining trolley door frame one side, balladeur train is arranged on saddle and the maintenance support, transporter places on the balladeur train continuously, the balladeur train that saddle, maintenance bracket leg are propped up wore lining trolley, transported out so that the transportation function is passed the rock slag that lining trolley excavates the front end excavator etc.In the prior art, because the confined space of lining trolley, so, transporter passes in the design of lining trolley as why not disturbance lining cutting and lining trolley transposition, move during, how to allow continuous transporter operation unaffected, these are the unsolved always design challenges in this area, and applicant of the present invention is through studying for a long period of time and putting into practice, capture this design challenges, below specify the applicant's invention design.
See also Fig. 1-Fig. 3, the synchronization lining chassis of this side-mounted continuous transporter construction tunnel/tunnel comprises lining trolley template 1, lining trolley door frame 3, tunnel conveying track 8, continuous transporter 4, balladeur train 5 and maintenance support 10.
Lining trolley template 1 and lining trolley door frame 3 all are the important composition parts that have traditional lining trolley now, just are not described in detail at this.Need to prove that tunnel conveying track 8 is arranged on the supporting surface of lining trolley door frame 3 bottoms, be used for the carried and transported car load.It can certainly transport for trackless for the transportation of rails such as multi-thread or single line track.
Lining trolley template 2 next-door neighbour lining cutting layers 6, in the confined space of 3 of it and lining trolley door frames, be provided with can allow continuous transporter 4 wear and cross wear device.That is: the side at lining trolley door frame 3 is provided with a saddle 9, and saddle 9 tops are provided with balladeur train 5, and 4 on transporter is arranged on the balladeur train 5 and (sees also Fig. 2) continuously.See also Fig. 3 again, be provided with maintain road support 10 at the chassis foreign section, maintain road support 10 and saddle 5 formation one are arranged in the transport channel of lining trolley, to reach the purpose of transporting rock slag that excavator excavates etc., as can be known from Fig. 3, the B district is that lining trolley operation area, C direction are the lining cutting direction of lining trolley, can move on transport channel and connect transporter 4.
Move when transposition in order to reduce lining trolley, the mutual resistance between transporter 4 and the balladeur train 5 continuously, continuously transporter 4 set a roof beam in place and balladeur train 5 between employing roller 7 support or other carriage supports.And,, also can adopt roller or other its carriages to support between them in order to reduce the mutual resistance of 9 of balladeur train 5 and saddles.
In addition, be provided with the gap between balladeur train 5 and the lining trolley template 1, the demoulding space that makes it to necessitate.Also have, balladeur train 5 can retrain together with saddle 9.Structurally, a fixed structure can be set,, start this fixed structure balladeur train 5 and saddle 9 are fixed, after the lining trolley transposition finishes, can remove this fixed structure, make balladeur train 5 and saddle 9 be slidingly connected when needs balladeur train 5 and saddle 9 constrain in a time-out.
Below introduce the operating principle of lining trolley, and then the work of tunnel/tunnel lining is carried out in explanation when how to be implemented in tunnel/tunnel drivage.
(1) during the lining trolley transposition, balladeur train 5 constrains in the saddle 9 that places lining trolley door frame 3 one sides, and transporter 4 moves on balladeur train 5 continuously, realizes the transposition forward synchronously of lining trolley and balladeur train 5.Perhaps, balladeur train 5 constrains in by maintenance support 10 and saddle 9 vertical support with continuous transporter 4, and level is constraint mutually not, and lining trolley and balladeur train be transposition forward alternately.
(2) lining trolley perfusion concrete, between curing time, transporter 4 and balladeur train 5 can stand on tunnel invert, corner region by maintenance support 10 continuously, keep balladeur train 5 to separate with lining trolley.
The utility model is by the utilization of uniting of saddle 9, balladeur train 5 and maintenance support 10, and transporter 4 keeps stable working morphology on balladeur train 5 continuously, supports continuous transporter 4 to pass through lining trolley, and can carry out the lining cutting operation in driving.By the utilization of uniting of mechanisms such as balladeur train 5, lining trolley door frame 3 and saddle 9, maintenance support 10, reach following beneficial effect in addition:
The first, lining trolley carries out between the concrete curing operational period, relies on the maintenance stent support to make normal operation
Transporter and balladeur train thereof do not come in contact with lining trolley or interfere not disturbance lining cutting fully continuously.
The second, during the lining trolley transposition, moving, the transporter operation is unaffected continuously.
More than disclosed only be several specific embodiment of the present invention, but the present invention is not limited thereto, any those skilled in the art can think variation, all should drop in protection scope of the present invention.

Claims (6)

1, a kind of synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel, comprise lining trolley template and lining trolley door frame, it is characterized in that, also comprise balladeur train, saddle and maintenance support in order to place continuous transporter, described saddle is arranged on described lining trolley door frame one side, it is a horizontal plane that supports by a rock-steady structure, described balladeur train is arranged on described saddle and the maintenance support, described continuous transporter wore lining trolley by balladeur train, to realize carrying out tunnel/tunnel lining work simultaneously in tunnel/tunnel drivage process.
2, the synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel as claimed in claim 1 is characterized in that, is installed with demoulding space between described balladeur train and described lining trolley template.
3, the synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel as claimed in claim 1 or 2 is characterized in that, adopts between described continuous transporter and described balladeur train and rolls or slide and support.
4, the synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel as claimed in claim 3 is characterized in that, adopts between described balladeur train and the saddle and rolls or sliding support.
5, the synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel as claimed in claim 3 is characterized in that, fixed constraint is an one between described continuous transporter and described balladeur train.
6, the synchronization lining chassis of side-mounted continuous transporter construction tunnel/tunnel as claimed in claim 2 is characterized in that, described saddle is arranged on the left side or the right side of described lining trolley door frame.
CNU2008201523641U 2008-08-26 2008-08-26 Overlapping type continuous conveyor construction tunnel synchronization lining trolley Expired - Fee Related CN201258746Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201523641U CN201258746Y (en) 2008-08-26 2008-08-26 Overlapping type continuous conveyor construction tunnel synchronization lining trolley

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201523641U CN201258746Y (en) 2008-08-26 2008-08-26 Overlapping type continuous conveyor construction tunnel synchronization lining trolley

Publications (1)

Publication Number Publication Date
CN201258746Y true CN201258746Y (en) 2009-06-17

Family

ID=40772978

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201523641U Expired - Fee Related CN201258746Y (en) 2008-08-26 2008-08-26 Overlapping type continuous conveyor construction tunnel synchronization lining trolley

Country Status (1)

Country Link
CN (1) CN201258746Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104790977A (en) * 2015-03-02 2015-07-22 甘肃路桥建设集团有限公司 Tunnel primary lining formwork trolley and construction method thereof
CN107269296A (en) * 2017-07-10 2017-10-20 中铁十局集团有限公司 One kind two serves as a contrast chassis and carries concrete curing device and its application method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104790977A (en) * 2015-03-02 2015-07-22 甘肃路桥建设集团有限公司 Tunnel primary lining formwork trolley and construction method thereof
CN107269296A (en) * 2017-07-10 2017-10-20 中铁十局集团有限公司 One kind two serves as a contrast chassis and carries concrete curing device and its application method

Similar Documents

Publication Publication Date Title
CN101824994A (en) Concrete lining steel formwork jumbo
CN203702179U (en) Single-track tunnel lining trolley with ventilating duct
CN101929341A (en) Construction method for TBM synchronization lining
CN201560771U (en) TBM (Tunnel Boring Machine) synchronous lining mould plate trolley and bench
CN207660622U (en) Concrete supply device for TBM drivings
CN201258746Y (en) Overlapping type continuous conveyor construction tunnel synchronization lining trolley
CN203403900U (en) Hoisting self-moving type anchor-rod cable bolting equipment
CN202417529U (en) Side through synchronous lining trolley used for construction of continuous transport machine for tunnel
CN201496071U (en) Trestle bridge type circular needle beam trolley
CN201258747Y (en) Bottom placed continuous conveyor construction tunnel synchronization lining trolley
CN202417530U (en) Bottom-positioned traversing synchronous tunnel lining trolley for continuous conveyor construction of tunnel
CN202144748U (en) Underground truck loading platform of high-end hydraulic support for mining
CN106192761B (en) A kind of method for disassembling mobile formwork in the narrow short transition time section of bridge tunnel
CN201714395U (en) Concrete lining steel mould trolley
CN103510436B (en) Bed plate formwork rapid transferring device and technology
CN102518449A (en) Tunnel boring machine (TBM) synchronous lining trolley for overlaying inner cambered surface inverted-arch precast block tunnel and hole
CN107600105B (en) A kind of not parking riding system for rail vehicle
CN203270392U (en) Mine rail vehicle translation device
CN215666718U (en) Hoisting device for disassembling shield machine in existing station
CN212716664U (en) Shield constructs interval tunnel portal ring roof beam and does not have support steel mould subassembly
CN202417521U (en) TBM (tunnel boring machine) synchronization lining trolley for paving intrados inverted arch precast blocks in tunnel and hole
CN111472795B (en) Cutter replacing device and method for hard rock dual-mode shield
CN212561612U (en) Supporting structure system in piping lane
CN201284654Y (en) Arrangement structure for steel form plate trolley and belt conveyer in tunnel construction by drilling explosion method
CN209066250U (en) Scalable inverted arch trestle

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090617