CN201284453Y - Rotary overline-walking cantilever portal jib crane - Google Patents

Rotary overline-walking cantilever portal jib crane Download PDF

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Publication number
CN201284453Y
CN201284453Y CNU2008201395198U CN200820139519U CN201284453Y CN 201284453 Y CN201284453 Y CN 201284453Y CN U2008201395198 U CNU2008201395198 U CN U2008201395198U CN 200820139519 U CN200820139519 U CN 200820139519U CN 201284453 Y CN201284453 Y CN 201284453Y
Authority
CN
China
Prior art keywords
cantilever
rotating beam
crane
running
hangs
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
CNU2008201395198U
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Chinese (zh)
Inventor
韩国梁
刘春�
李忠元
张春华
杨洪平
王金权
熊袆
冀孝国
刘晔
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.)
Qinhuangdao Tianye Tolian Heavy Industry Co., Ltd.
Original Assignee
QINHUANGDAO TOLIAN Inc
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 QINHUANGDAO TOLIAN Inc filed Critical QINHUANGDAO TOLIAN Inc
Priority to CNU2008201395198U priority Critical patent/CN201284453Y/en
Application granted granted Critical
Publication of CN201284453Y publication Critical patent/CN201284453Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a portal jib crane for high-speed railway construction, in particular to a rotary type overline running cantilever portal jib crane which comprises a running mechanism, wherein, the running mechanism consists of a bogie, skim coating steel wheels, a guide idler wheel and a frame; the periphery of the guide idler wheel is adjacent to the inner lateral surface of concrete bases; and the running mechanism takes the intervals between the middle of the two concrete bases as running passages. The portal jib crane also comprises a rotating beam, hydraulic legs, a cantilever crane and a hinging tool, wherein, the rotating beam is arranged on the frame and the rotating beam can rotate on the frame; both sides of the rotating beam are provided with the hydraulic legs; railways arranged on the rotating beam and the cantilever crane is arranged on the railways; the cantilever crane can run to and fro on the railways; and the hinging tool is arranged on the cantilever crane. The utility model has the advantages of convenient lifting and movement, high running speed, flexible rotation, low whole height and greatly reduced weight.

Description

Swinging cross-line traveling cantilever gantry crane
Technical field
The utility model is a kind of gantry crane that is used for the high-speed railway construction, particularly a kind of swinging cross-line traveling cantilever gantry crane.This gantry crane runs in the middle of the double track railway concrete bed, and the cantilever hanging is walked on the revolution crossbeam, and when cantilever hangs when moving to the rotary disk two ends, cantilever hangs and stretches out in bridge floor, can lift by crane goods and materials such as track plate, reinforcing bar from the both sides bridge under.
Background technology
Along with the development of railway cause, the infrastructure of railway and job practices have all had very big variation.The two-wire construction that advances side by side is adopted in the construction of high-speed railway, will build two parallel concrete beds during construction on roadbed, intervallum of formation between the base, not the waiting apart from 1.8m, 2.0m, 2.2m of intervallum; On concrete bed, lay the track plate then, will carry out CA mortar jar between track plate and the base and annotate, at last steel rail laying on the track plate.In the above step, laying the track plate on concrete bed is a very important operation, when the laid rail guidance tape, a very important job be how the handling of track plate to the working site.The handling of current track plate is to adopt the cross-line straddle truck, and this gantry crane is across the both sides of two concrete beds, uses the pneumatic tire traveling, and the crossbeam at gantry crane top is provided with running truck, is provided with suspender below the running truck.The cross-line straddle truck only has and transports and the function of laid rail guidance tape, during if on bridge floor, construct, it can not be from hoisting heavy under the bridge, for can be from hoisting heavy under the bridge, the two ends of door frame crossbeam just must extend outward 5~6 meters cantilever, though at this moment can be from hoisting heavy under the bridge, but because cantilever is oversize, so operating difficulties and use are inconvenient, need get cantilever back when entering the tunnel, more increased the difficulty of operation.
Summary of the invention
The purpose of this utility model is can not be from hoisting heavy under the bridge and the awkward defective of operating difficulties in order to overcome the cross-line straddle truck, invent a kind ofly run in the middle of the double track railway concrete bed, top cross-bar can be turned round, crossbeam is provided with the swinging cross-line traveling cantilever gantry crane that cantilever hangs.
The purpose of this utility model realizes as follows: described swinging cross-line traveling cantilever gantry crane, comprise a walking mechanism, walking mechanism is by bogie, the kiss-coating steel wheel, guiding roller and vehicle frame are formed, the circumference of guiding roller is mutually close with the medial surface of concrete bed, this walking mechanism serves as the walking passage with the intervallum in the middle of two concrete beds, the utility model also comprises the revolution crossbeam, hydraulic leg, cantilever hangs, suspender, the revolution crossbeam be arranged on vehicle frame above, the revolution crossbeam can turn round on vehicle frame, the both sides of revolution crossbeam are provided with hydraulic leg, be provided with track above the revolution crossbeam, track is provided with cantilever and hangs, cantilever hangs traveling back and forth in orbit, and cantilever hangs on and is provided with suspender.
Good effect of the present utility model is as follows: can turn round on vehicle frame owing to turn round crossbeam, so in construction, can make the revolution crossbeam turn over certain angle according to the concrete condition of construction, lifting is moved very convenient flexible; Because the revolution crossbeam is provided with cantilever and hangs, cantilever hangs and can extend to from revolution crossbeam place enough far away, so material far away also can be sling smoothly and is transported to the job site again from the job site; Walking mechanism of the present utility model, have the speed of travel fast, turn to flexible characteristic; At the bottom of the utility model whole height, weight alleviates greatly.
Description of drawings
Fig. 1 is the utility model structure chart
Fig. 2 is Fig. 1 plan structure figure
Among the figure: 1 bogie, 2 kiss-coating steel wheels, 3 guiding rollers
4 vehicle frames, 5 concrete beds, 6 revolution crossbeams
7 hydraulic legs, 8 cantilevers hang 9 suspenders
10 tracks, 11 intervallums, 12 bridge floors
The specific embodiment
Shown in Figure 2 as Fig. 1, described swinging cross-line traveling cantilever gantry crane, comprise walking mechanism, walking mechanism is by bogie 1, kiss-coating steel wheel 2, guiding roller 3 and vehicle frame 4 are formed, the circumference of guiding roller 3 is mutually close with the medial surface of concrete bed 5, this walking serves as the walking passage with the intervallum 11 in the middle of two concrete beds 5, the utility model also comprises revolution crossbeam 6, hydraulic leg 7, cantilever hangs 8, suspender 9, the revolution crossbeam 6 be arranged on vehicle frame 4 above, revolution crossbeam 6 can turn round on vehicle frame 4, the both sides of revolution crossbeam 6 are provided with hydraulic leg 7, be provided with track 10 above the revolution crossbeam 6, track 10 is provided with cantilever and hangs 8, and cantilever hangs 8 can traveling back and forth on track 10, and cantilever hangs 8 and is provided with suspender 9.The job site of present embodiment is a bridge floor 12.
This gantry crane,, should be propped hydraulic leg during work as service aisle with the intervallum in the middle of two concrete beds, to keep balance; The revolution crossbeam can turn over certain angle according to the concrete condition of construction, and as the needs track plate of slinging under the bridge, the revolution crossbeam just can forward the lateral attitude to, maybe will walk the tunnel as needs laid rail guidance tape, turns round crossbeam and just can forward lengthwise position to; Cantilever hangs and can extend to place enough far away, and material far away is transported to the job site.

Claims (1)

1. swinging cross-line traveling cantilever gantry crane, comprise walking mechanism, walking mechanism is by bogie, the kiss-coating steel wheel, guiding roller and vehicle frame are formed, the circumference of guiding roller is mutually close with the medial surface of concrete bed, this walking serves as the walking passage with the intervallum in the middle of two concrete beds, it is characterized in that: also comprise the revolution crossbeam, hydraulic leg, cantilever hangs, suspender, the revolution crossbeam be arranged on vehicle frame above, the revolution crossbeam can turn round on vehicle frame, the both sides of revolution crossbeam are provided with hydraulic leg, are provided with track above the revolution crossbeam, and track is provided with cantilever and hangs, cantilever hangs traveling back and forth in orbit, and cantilever hangs on and is provided with suspender.
CNU2008201395198U 2008-10-24 2008-10-24 Rotary overline-walking cantilever portal jib crane Expired - Fee Related CN201284453Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008201395198U CN201284453Y (en) 2008-10-24 2008-10-24 Rotary overline-walking cantilever portal jib crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008201395198U CN201284453Y (en) 2008-10-24 2008-10-24 Rotary overline-walking cantilever portal jib crane

Publications (1)

Publication Number Publication Date
CN201284453Y true CN201284453Y (en) 2009-08-05

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ID=40949438

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008201395198U Expired - Fee Related CN201284453Y (en) 2008-10-24 2008-10-24 Rotary overline-walking cantilever portal jib crane

Country Status (1)

Country Link
CN (1) CN201284453Y (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102912733A (en) * 2012-11-06 2013-02-06 苏州大方特种车股份有限公司 Rotating and hoisting device for bridge deck
CN104085823A (en) * 2014-06-28 2014-10-08 中铁一局集团有限公司 Rotating lifter for dismounting and transporting metro track laying gantry crane
CN105064150A (en) * 2015-08-13 2015-11-18 中铁十一局集团有限公司 Lifting appliance acting on rails F
CN106698212A (en) * 2017-03-01 2017-05-24 大连理工大学 Light-weight bidirectional-movement non-dead-angle crane for ocean platform
CN106744349A (en) * 2017-02-13 2017-05-31 禹伟 It is a kind of can comprehensive lifting crane
CN108373121A (en) * 2018-04-20 2018-08-07 中国电建集团河南工程有限公司 A kind of large scale equipment lifting combination tool
CN113697665A (en) * 2021-09-14 2021-11-26 中铁五局集团第六工程有限责任公司 Gantry crane with cantilever for translating steel rail

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102912733A (en) * 2012-11-06 2013-02-06 苏州大方特种车股份有限公司 Rotating and hoisting device for bridge deck
CN104085823A (en) * 2014-06-28 2014-10-08 中铁一局集团有限公司 Rotating lifter for dismounting and transporting metro track laying gantry crane
CN104085823B (en) * 2014-06-28 2016-02-24 中铁一局集团有限公司 Subway is laid a railway track gantry crane dismounting and transport rotary lifter
CN105064150A (en) * 2015-08-13 2015-11-18 中铁十一局集团有限公司 Lifting appliance acting on rails F
CN106744349A (en) * 2017-02-13 2017-05-31 禹伟 It is a kind of can comprehensive lifting crane
CN106744349B (en) * 2017-02-13 2018-07-06 金祝英 It is a kind of can comprehensive lifting crane
CN106698212A (en) * 2017-03-01 2017-05-24 大连理工大学 Light-weight bidirectional-movement non-dead-angle crane for ocean platform
CN108373121A (en) * 2018-04-20 2018-08-07 中国电建集团河南工程有限公司 A kind of large scale equipment lifting combination tool
CN113697665A (en) * 2021-09-14 2021-11-26 中铁五局集团第六工程有限责任公司 Gantry crane with cantilever for translating steel rail
CN113697665B (en) * 2021-09-14 2024-03-26 中铁五局集团第六工程有限责任公司 Gantry crane with cantilever for translating steel rail

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C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: QINHUANGDAO TIANYE TONGLIAN ZHONGGONG CO., LTD.

Free format text: FORMER OWNER: QINHUANGDAO TONGLIAN HEAVY INDUSTRY CO., LTD.

Effective date: 20100122

C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20100122

Address after: Room 708, building B, block 38, Jin Jing Road, Haidian District, Beijing, 100083

Patentee after: Qinhuangdao Tianye Tolian Heavy Industry Co., Ltd.

Address before: Room 1208, building B, block 38, Jin Jing Road, Haidian District, Beijing, 100083

Patentee before: Qinhuangdao Tolian Inc.

DD01 Delivery of document by public notice

Addressee: Wang Wei

Document name: Notification to Pay the Fees

DD01 Delivery of document by public notice

Addressee: Qinhuangdao Tianye Tolian Heavy Industry Co., Ltd.

Document name: Notification of Termination of Patent Right

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090805

Termination date: 20131024