CN208792175U - A kind of beam car for the transport of Stayed Cable Bridge panel beams face - Google Patents

A kind of beam car for the transport of Stayed Cable Bridge panel beams face Download PDF

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Publication number
CN208792175U
CN208792175U CN201821243425.5U CN201821243425U CN208792175U CN 208792175 U CN208792175 U CN 208792175U CN 201821243425 U CN201821243425 U CN 201821243425U CN 208792175 U CN208792175 U CN 208792175U
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China
Prior art keywords
transport
traveling wheel
spandrel
steel
motor
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Active
Application number
CN201821243425.5U
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Chinese (zh)
Inventor
陈学锋
方兴
夏芝明
王建华
李海锋
吴求全
刘绍焕
张明军
娄利
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CCCC Fourth Highway Engineering Co Ltd
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CCCC Fourth Highway Engineering Co Ltd
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Priority to CN201821243425.5U priority Critical patent/CN208792175U/en
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Abstract

The utility model provides a kind of beam car for the transport of Stayed Cable Bridge panel beams face, including two spandrel girders that are horizontally disposed and being parallel to each other, two horizontally disposed and connecting rods vertical with spandrel girder are welded between two spandrel girders, the bottom both ends of two spandrel girders set a traveling wheel respectively, the motor of driving traveling wheel rotation is set respectively in the side of two traveling wheels of two spandrel girder the same ends, the output shaft of motor is fixedly connected with a driving gear, a rotate gear is fixedly connected in the shaft of traveling wheel, driving gear and rotate gear are intermeshed.Floorings are placed on beam car spandrel girder, and motor drives traveling wheel rotation walking by gear drive.The utility model structure is simple, and low manufacture cost is easy to operate, and transport degree is fast, reduces the cost of beam face transport floorings construction.

Description

A kind of beam car for the transport of Stayed Cable Bridge panel beams face
Technical field
The utility model belongs to equipment for bridge construction technical field, is related to a kind of Stayed Cable Bridge panel transporting equipment, specifically It is related to a kind of beam car for the transport of Stayed Cable Bridge panel beams face.
Background technique
Across lake, crossing bridge construction in, through mixing steel-concrete composite beam cable-stayed bridge frequently with large-span steel, for guarantee beam body merrily and lightheartedly and It reduces steel to use, usually simplifies steel main beam structure as far as possible, but also result in the increase of bridge floor board size simultaneously, improve bridge floor The difficulty of plate-girder face transport.Transporting equipment universal bearing capacity in existing bridge floor plate-girder face is small, tends not to matching large scale bridge Panel transport requires, and generally without brake gear, there are longitudinal slope, there are security risks;Conventional tyre formula transports beam Vehicle does not meet execution conditions due to that can not walk on the beam face for not being laid with floorings yet.It can only be hung at present using large size Installing is standby to carry out handling, and due to live working procedures crossed construction, floorings handling occupies large scale equipment for a long time will affect other On the one hand process improves construction cost, past in the medium-and-large-sized equipment of floorings installation procedure on the other hand due to the limitation in place It is past to be not easy to be unfolded.
Summary of the invention
The purpose of this utility model is that providing one aiming at the problem that current Stayed Cable Bridge panel transports beam face transport difficult Beam car of the kind for the transport of Stayed Cable Bridge panel, the beam face transport for being able to satisfy large scale floorings requires, while reducing construction Difficulty reduces construction cost, guarantees construction safety.
The technical solution of the utility model is as follows:
A kind of beam car for the transport of Stayed Cable Bridge panel beams face, it is characterised in that: including two horizontally disposed and phases Mutually parallel spandrel girder, the welding two horizontally disposed and connecting rods vertical with spandrel girder between two spandrel girders, two spandrel girders Bottom both ends set a traveling wheel respectively, set driving walking rotation respectively in the side of two traveling wheels of two spandrel girder the same ends Dynamic motor, the output shaft of the motor are fixedly connected with a driving gear, are fixedly connected with a rotate gear in the shaft of traveling wheel, The driving gear and rotate gear are intermeshed.
The utility model is transported for cable-stayed bridge large size floorings bridge floor and is designed, and feature is that structure is simple, cost of manufacture Low, easy to operate, transport degree is fast, reusable, greatly reduces the cost of beam face transport floorings construction, solves over The larger problem of large-scale construction equipment, cost is occupied in such engineering construction, overcomes the defect that large scale equipment is limited by place, And self-contained brake, increase the safety in construction.
Detailed description of the invention
Fig. 1 is the planar structure schematic diagram of the utility model;
Fig. 2 is the schematic view of facade structure of the utility model;
Fig. 3 is the driving structure schematic diagram of the motor to traveling wheel of the utility model.
Specific embodiment
As shown in Figure 1, Figure 2, Figure 3 shows, the utility model includes two spandrel girders 1 that are horizontally disposed and being parallel to each other, and two hold Weld that two horizontally disposed and the connecting rod 2 vertical with spandrel girder, the bottom both ends of two spandrel girders 1 set one respectively between weight beam 1 Traveling wheel 3 sets the motor 4 of driving traveling wheel rotation in the side of two traveling wheels 3 of two spandrel girder the same ends respectively, described The output shaft of motor 4 is fixedly connected with a driving gear 5, and a rotate gear 7, the driving are fixedly connected in the shaft 6 of traveling wheel Gear 5 and rotate gear 7 are intermeshed.
The utility model is when it is implemented, 2 square steel, the wide 24cm of every square steel, high 40cm, wall thickness can be used in double beam 8mm, long 4.2m;Two connecting rods use two Two bors d's oeuveres I-steel, and every Two bors d's oeuveres I-steel uses I28a type I-steel, long 5.82m; Traveling wheel uses all steel rail wheel.The motor for the self-contained brake that traction drive motor is bought using market.
Below in conjunction with an application example of the applicant in engineering construction, the usage mode of the utility model is said It is bright.
In the present embodiment, the main bridge bridge location constructed is vertical with main shipping track, entire engineering design pile No. be K0+000~ K1+400, overall length 1400m, wherein the long 1105m of design scheme river-spanning bridge, the main only tower double plane cable stayed bridge of bridge 130+150m draw Bridge structure is prestressed concrete cast-in-situ box girder, the long 295m of wiring.
For main bridge opening across the only tower combination girder stayed-cable bridge of 130+150m is arranged as, overall structure is tower beam consolidation system.For only tower, The space face Shuan Suo, close cable system, main span across footpath 150m are main navigable, and end bay 130m is to assist navigable, main bridge overall length 280m, Bridge tower is brilliant concrete pylon, tower height 99.4m.
The main bridge floorings of this engineering are 276 pieces total, and full-size is 12.2m × 4m × 0.26m, and weight reaches 40t.Floorings The transport of beam face is carried out using the utility model.
Sleeper and fixation are first placed on the bridge for not being laid with floorings, are laid with two guide rails, the spacing of guide rail on sleeper Wheelspan with beam car is the same as wide.Beam car template processing factory after processing is completed, beam car is lifted to beam face, is placed in and has pacified On the track installed.
Floorings are hung to by beam face using 60t gantry crane, put rubber pad well on two spandrel girder of beam car, floorings are slow Slow play is placed on two spandrel girders.Operation motor switch, motor pass through shaft by driving gear band turn moving gear, rotate gear Traveling wheel rotation is driven, control beam car walking, suitable position stops below erection crane, and beam car motor is automatic after stopping Brake.Erection crane lifts by crane floorings, accurately installs by design position.After the completion of floorings lifting, beam car is opened into back 60t Below gantry crane, preparation lifts next time.

Claims (2)

1. a kind of beam car for the transport of Stayed Cable Bridge panel beams face, it is characterised in that: horizontally disposed and mutual including two Parallel spandrel girder, the welding two horizontally disposed and connecting rods vertical with spandrel girder, the bottom of two spandrel girders between two spandrel girders Portion both ends set a traveling wheel respectively, set driving traveling wheel rotation respectively in the side of two traveling wheels of two spandrel girder the same ends Motor, the output shaft of the motor is fixedly connected with a driving gear, a rotate gear, institute is fixedly connected in the shaft of traveling wheel It states driving gear and rotate gear is intermeshed.
2. the beam car according to claim 1 for the transport of Stayed Cable Bridge panel beams face, it is characterised in that: double beam is adopted With 2 square steel, the wide 24cm of every square steel, high 40cm, wall thickness 8mm, long 4.2m;Two connecting rods use two Two bors d's oeuveres I-steel, often Root Two bors d's oeuveres I-steel uses I28a type I-steel, long 5.82m;Traveling wheel uses all steel rail wheel.
CN201821243425.5U 2018-08-02 2018-08-02 A kind of beam car for the transport of Stayed Cable Bridge panel beams face Active CN208792175U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821243425.5U CN208792175U (en) 2018-08-02 2018-08-02 A kind of beam car for the transport of Stayed Cable Bridge panel beams face

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821243425.5U CN208792175U (en) 2018-08-02 2018-08-02 A kind of beam car for the transport of Stayed Cable Bridge panel beams face

Publications (1)

Publication Number Publication Date
CN208792175U true CN208792175U (en) 2019-04-26

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821243425.5U Active CN208792175U (en) 2018-08-02 2018-08-02 A kind of beam car for the transport of Stayed Cable Bridge panel beams face

Country Status (1)

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CN (1) CN208792175U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111441250A (en) * 2020-04-02 2020-07-24 中交一公局集团有限公司 Method for transporting upper bridge deck in double-layer steel-concrete composite beam
CN114016442A (en) * 2021-11-26 2022-02-08 湖北鑫海众成建设工程有限公司 Bridge reinforcing device convenient to disassemble and assemble and using method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111441250A (en) * 2020-04-02 2020-07-24 中交一公局集团有限公司 Method for transporting upper bridge deck in double-layer steel-concrete composite beam
CN114016442A (en) * 2021-11-26 2022-02-08 湖北鑫海众成建设工程有限公司 Bridge reinforcing device convenient to disassemble and assemble and using method thereof

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