CN201560771U - TBM (Tunnel Boring Machine) synchronous lining mould plate trolley and bench - Google Patents

TBM (Tunnel Boring Machine) synchronous lining mould plate trolley and bench Download PDF

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Publication number
CN201560771U
CN201560771U CN2009202925919U CN200920292591U CN201560771U CN 201560771 U CN201560771 U CN 201560771U CN 2009202925919 U CN2009202925919 U CN 2009202925919U CN 200920292591 U CN200920292591 U CN 200920292591U CN 201560771 U CN201560771 U CN 201560771U
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China
Prior art keywords
formwork jumbo
frame
bench
tbm
stand
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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
CN2009202925919U
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Chinese (zh)
Inventor
崔原
夏安琳
赵华
谭顺辉
李建伟
张学军
张宁川
刘宏
陈大军
戴润军
李玉军
刘俊成
许金林
郑孝福
董书滨
杨青玉
严永德
杨永强
强生龙
吴建林
成文斌
王艳波
胡必飞
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.)
China Railway Tunnel Group Erchu Co Ltd
Original Assignee
China Railway Tunnel Group Erchu Co Ltd
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Publication date
Application filed by China Railway Tunnel Group Erchu Co Ltd filed Critical China Railway Tunnel Group Erchu Co Ltd
Priority to CN2009202925919U priority Critical patent/CN201560771U/en
Application granted granted Critical
Publication of CN201560771U publication Critical patent/CN201560771U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a TBM (Tunnel Boring Machine) synchronous lining mould plate trolley and a bench, which comprise the synchronous lining mould plate trolley, a front working bench, a back working bench and a sliding door type support bench, wherein the synchronous lining mould plate trolley, the front working bench, the back working bench and the sliding door type support bench are respectively provided with a slideway bearing bracket. Normal work of a conveyor is not influenced by lining or walking of the TBM synchronous lining mould plate trolley, thereby leading the lining to really achieve synchronous lining.

Description

TBM synchronization lining formwork jumbo and stand
Technical field
The utility model relates to a kind of TBM synchronization lining formwork jumbo and stand.
Background technology
WEST QINLING super long tunnel total length 28236m, its length still belongs to the prostatitis at present at home, and its TBM driving total length 15520m is TBM construction tunnel the longest in domestic railway circle.The tunnel geology condition is quite complicated, pass through high-ground stress phyllite stratum and rich pool, adopts TBM and the drilling and blasting method of φ 10.2m to unite construction, and project scale is big.For guaranteeing the total duration target of this engineering, this engineering WEST QINLING tunnel TBM driving needs to construct synchronously with lining cutting, adopts the TBM driving of continuous belt machine muck removal to construct synchronously with lining cutting.
The Tianshan Mountains tunnel haulage adopts rail locomotive muck removal in the South Sinkiang at present, does not design the slideway bearing bracket on the synchronization lining formwork jumbo.This engineering has adopted continuous belt machine muck removal, does not influence the muck removal of conveyor in order to guarantee lining cutting, must improve the design of synchronization lining formwork jumbo, makes it that conveyor can run well when chassis lining cutting or walking.
The prior art defective: formwork jumbo can not use simultaneously with conveyor, can not satisfy the requirement of conveyor muck removal.
The utility model content
In order to remedy above-mentioned defective in the prior art, the utility model provides a kind of TBM synchronization lining formwork jumbo and stand, comprise synchronization lining formwork jumbo, front console frame, aftertable frame and sliding door type support stand, wherein be provided with the slideway bearing bracket on synchronization lining formwork jumbo, front console frame, aftertable frame and the sliding door type support stand.
Further, the front console frame is installed in the front of described formwork jumbo, the aftertable frame is installed in the back of described formwork jumbo, the sliding door type support stand is a telescope support, is divided into being installed in the preceding support stand between described front console frame and the described formwork jumbo and being installed in described aftertable frame back support stand afterwards.
Further, the lateral attitude of the slideway bearing bracket on formwork jumbo, front console frame, aftertable frame and the sliding door type support stand is provided with leveling device.
Further, the formwork jumbo bottom is provided with the anti-floating screw rod.
The utlity model has following advantage after the improvement:
The slideway bearing bracket has been installed on chassis, stand, and chassis lining cutting or walking do not influence the operate as normal of conveyor, make lining cutting really accomplish synchronization lining.
Description of drawings
Fig. 1 TBM construction section lining shuttering chassis profile;
Fig. 2 TBM construction section lining shuttering chassis cross-sectional drawing;
Fig. 3 synchronization lining formwork jumbo sliding way bearing bracket figure;
Fig. 4 front console frame cross-sectional drawing;
Fig. 5 front console frame profile;
Fig. 6 aftertable frame profile;
Fig. 7 aftertable frame cross-sectional drawing.
Among the figure: 1-43kg/m rail, 2-running gear, 3-bottom girder, short logical beam in the 4-template, the 5-diagonal brace, the 6-skeleton leads to beam, and the 7-template is led to beam, beam of 8-, 9-aligning part, 10-platform beam, 11-hanging beam column, 12-strengthens channel-section steel, 13-hanging beam, the 14-elevating ram, 15-leading screw support system, 16-column one, 17-door beam interior leg brace, two beams of 18-, 19-column two, the 20-template part, the 21-anti-floating supports, the 22-supporting leg, the 23-terrace part supports the 25-bridging between 24-door beam, short logical beam between two beams of 26-, 27-slideway bearing bracket, 28-conveyor roller, the 29-air chimney, 30-belt conveyor, 31-front console frame, 32-aftertable frame, A-headroom size is wide, H-headroom size height, B-formwork jumbo length, the C-front platform is long, and stand is long behind the D-.
The specific embodiment
1. synchronization lining formwork jumbo design
According to the design of lining cutting headroom, the utility model synchronization lining formwork jumbo adopts and does not take conveying track, and the mode that other establishes track designs.Like this and supply line does not disturb, and has reduced the technical barrier that adopts fly-switching two-wire change single line in chassis for transportation.
Synchronization lining formwork jumbo length B is 16.5m, and the chassis plan is seen Fig. 1, Fig. 2.When passing through formwork jumbo layout two-wire, consider the size of locomotive, there are enough spaces to pass through formwork jumbo, the high H of headroom size of formwork jumbo is 2.8 meters as shown in Figure 1, the wide A of headroom size is 4.4 meters.Locomotive (comprising inverted arch piece transport vehicle, people's car, concrete tank etc.) is the highest to be of a size of 2.75 meters (height that contain rail), width is 1.8 meters, 0.4 meter of the distance in ditch, center, two row locomotive limit gauges are 2.9 meters, can guarantee that two row locomotives pass through formwork jumbo simultaneously.
On formwork jumbo, establish slideway bearing bracket 27, can hold up conveyor by conveyor roller 28 when chassis lining cutting or walking, see Fig. 3.When TBM constructs, construction midline position and actual midline position exist certain left-right deviation, when formwork jumbo is located, be as the criterion with actual midline position, skew will take place and cause the distortion of conveyor in the conveyor position, so chassis, stand sliding way bearing bracket are provided with leveling device on the lateral attitude.
Air chimney 29 airduct the time by chassis slide by.
The formwork jumbo bottom is provided with chassis anti-floating screw rod, and the anti-floating screw rod is embedded in the concrete when the short abutment wall of cast, and chassis utilizes the strip pressing plate to fix behind the location.
2. front console sets up meter
The utility model is arranged a front console frame 31 before formwork jumbo in addition, and the long C of front platform is 6m.Front console frame 31 is used to hang splash guard, nonwoven, tears airduct open, tears the conveyor support open.If when chance V level country rock section need be carried out reinforced concrete lining layer, utilize the assembling reinforcement of front console frame.Front console frame plan is seen Fig. 4, Fig. 5.
3. aftertable sets up meter
Arrange an aftertable frame 32 behind chassis, the long D of back stand is 6m.Aftertable frame 32 is used for concrete surface and repairs, hangs airduct, the installation of conveyor support.Aftertable frame plan is seen Fig. 6, Fig. 7.
4. sliding door type support stand design
The sliding door type support stand is a telescope support, is divided into the preceding support stand that is installed between front console frame and the formwork jumbo, and is installed in the back support stand after the aftertable frame, is 34m when length is drawn back, and the compression back is 17m.
Behind the formwork jumbo location, the front console frame is hung splash guard, is torn airduct open, after one group of the installation, walk the forward length of 1 group of template of front console frame is removed the conveyor support on the abutment wall while walk, the walking of front console frame, simultaneously before support stand extend.After the formwork jumbo demoulding, the length of the 1 group of template of walking forward, preceding support stand shortens, the aftertable frame is followed and is moved forward, the back support stand elongation that is connected with the aftertable frame simultaneously, behind the formwork jumbo location, conveyor support, airduct are installed in limit compression sliding door type support stand limit.
By stretching of sliding door type support stand, removing, install the conveyor support will can not influence the operate as normal of formwork jumbo.
All be furnished with the slideway bearing bracket on front console frame, aftertable frame and the sliding door type support stand, impregnable continuation is used with the bracing frame that underpins the bracing frame of the former abutment wall of belt conveyor, can make the former abutment wall of pulling down of belt conveyor when Working gantry moves forward.The former bracing frame of pulling down will be transported to the rear, installs at lining cutting location abutment wall again.
Though embodiment of the present utility model has been described with reference to the drawings above, it will be understood by those skilled in the art that under the situation that does not break away from the utility model scope and spirit, can make various modifications and variations to the utility model.Therefore, should be appreciated that the above embodiments are not restrictions, but the illustrating of various aspects.

Claims (4)

1. TBM synchronization lining formwork jumbo and stand, comprise synchronization lining formwork jumbo, front console frame, aftertable frame and sliding door type support stand, it is characterized in that: be provided with the slideway bearing bracket on synchronization lining formwork jumbo, front console frame, aftertable frame and the sliding door type support stand.
2. synchronization lining formwork jumbo according to claim 1 and stand, it is characterized in that: described front console frame is installed in the front of described formwork jumbo, described aftertable frame is installed in the back of described formwork jumbo, described sliding door type support stand is a telescope support, is divided into being installed in the preceding support stand between described front console frame and the described formwork jumbo and being installed in described aftertable frame back support stand afterwards.
3. synchronization lining formwork jumbo according to claim 1 and 2 and stand is characterized in that: the lateral attitude of the slideway bearing bracket on described formwork jumbo, front console frame, aftertable frame and the sliding door type support stand is provided with leveling device.
4. according to one of claim 1 to 3 described synchronization lining formwork jumbo and stand, it is characterized in that: described formwork jumbo bottom is provided with the anti-floating screw rod.
CN2009202925919U 2009-12-14 2009-12-14 TBM (Tunnel Boring Machine) synchronous lining mould plate trolley and bench Expired - Fee Related CN201560771U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009202925919U CN201560771U (en) 2009-12-14 2009-12-14 TBM (Tunnel Boring Machine) synchronous lining mould plate trolley and bench

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009202925919U CN201560771U (en) 2009-12-14 2009-12-14 TBM (Tunnel Boring Machine) synchronous lining mould plate trolley and bench

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102230381A (en) * 2011-06-02 2011-11-02 中铁五局集团第一工程有限责任公司 Hollow needle beam lining trolley
CN102359381A (en) * 2011-06-27 2012-02-22 湖南五新重型装备有限公司 Material distribution machine of tunnel lining trolley and tunnel lining trolley
CN102704952A (en) * 2012-06-28 2012-10-03 中国水利水电第七工程局成都水电建设工程有限公司 Self-propelled tunnel grouting trolley
CN103061802A (en) * 2013-01-28 2013-04-24 江苏凯宫隧道机械有限公司 Rotating pedestrian path for shield tunneling machine
CN105626102A (en) * 2016-03-18 2016-06-01 中国水利水电第三工程局有限公司 Reducing steel formwork trolley for tunnel lining construction
CN107795327A (en) * 2017-09-28 2018-03-13 庄玉琼 A kind of novel tunnel Construction Support device
CN110424990A (en) * 2019-07-11 2019-11-08 华北科技学院 A kind of driving poured support construction equipment and method
CN112943305A (en) * 2021-02-26 2021-06-11 成都建工路桥建设有限公司 Concrete lining trolley capable of reducing ventilation vibration

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102230381A (en) * 2011-06-02 2011-11-02 中铁五局集团第一工程有限责任公司 Hollow needle beam lining trolley
CN102230381B (en) * 2011-06-02 2013-03-20 中铁五局集团第一工程有限责任公司 Hollow needle beam lining trolley
CN102359381B (en) * 2011-06-27 2013-08-14 湖南五新重型装备有限公司 Material distribution machine of tunnel lining trolley and tunnel lining trolley
CN102359381A (en) * 2011-06-27 2012-02-22 湖南五新重型装备有限公司 Material distribution machine of tunnel lining trolley and tunnel lining trolley
CN102704952B (en) * 2012-06-28 2014-12-10 中国水利水电第七工程局成都水电建设工程有限公司 Self-propelled tunnel grouting trolley
CN102704952A (en) * 2012-06-28 2012-10-03 中国水利水电第七工程局成都水电建设工程有限公司 Self-propelled tunnel grouting trolley
CN103061802A (en) * 2013-01-28 2013-04-24 江苏凯宫隧道机械有限公司 Rotating pedestrian path for shield tunneling machine
CN103061802B (en) * 2013-01-28 2015-11-18 江苏凯宫隧道机械有限公司 Shield machine uses rotary walkway
CN105626102A (en) * 2016-03-18 2016-06-01 中国水利水电第三工程局有限公司 Reducing steel formwork trolley for tunnel lining construction
CN105626102B (en) * 2016-03-18 2019-05-31 中国水利水电第三工程局有限公司 Construction of Tunnel Liner reducing type telescoping steel form
CN107795327A (en) * 2017-09-28 2018-03-13 庄玉琼 A kind of novel tunnel Construction Support device
CN107795327B (en) * 2017-09-28 2019-06-21 湖北长江路桥股份有限公司 A kind of constructing tunnel support device
CN110424990A (en) * 2019-07-11 2019-11-08 华北科技学院 A kind of driving poured support construction equipment and method
CN112943305A (en) * 2021-02-26 2021-06-11 成都建工路桥建设有限公司 Concrete lining trolley capable of reducing ventilation vibration

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100825

Termination date: 20181214