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Railway bridge creep test loading device under action of vehicle-induced cyclic load

A loading device and function technology, applied in the field of railway bridge creep test loading device, can solve the problems of increasing train operating load, lack of creep test research, inability to effectively simulate trains, etc., to improve use efficiency and increase train load Effect

Active Publication Date: 2020-08-21
TAIYUAN UNIV OF TECH
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  • Description
  • Claims
  • Application Information

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Problems solved by technology

At present, most of the relevant scholars simulate the traffic load in the way of concentrated load cyclic loading. The above-mentioned load can only simulate the fixed-point concentrated load, and cannot effectively simulate the influence of the train running track on the long-term deformation. The creep test research is relatively lacking, the reason is that the creep test equipment is relatively scarce, and there is a technical problem of how to increase the train operating load as much as possible under the premise of using a smaller scale model car

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  • Railway bridge creep test loading device under action of vehicle-induced cyclic load
  • Railway bridge creep test loading device under action of vehicle-induced cyclic load
  • Railway bridge creep test loading device under action of vehicle-induced cyclic load

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Embodiment Construction

[0017] In order to have a clearer understanding of the technical features, purposes and effects of the present invention, the specific implementation manners of the present invention will now be described in detail with reference to the accompanying drawings.

[0018] refer to Figure 1-Figure 3 , the invention provides a loading device for a railway bridge creep test under the action of a vehicle-induced cyclic load, comprising:

[0019] Bending concrete main girder 1, counterweight hanging basket 2, track 3 and rail car 4; wherein, track 3 is a loop line composed of straight section and arc section, and rail car 4 runs on track 3 to simulate the train load; The straight section of the track 3 is provided with a cuboid excavation groove 8 downwards, and the top edge of the excavation groove 8 is oppositely provided with supports 15 in the extending direction of the track 3, and two bending concrete girders 1 are arranged in parallel, extending along the track 3 The direction...

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Abstract

The invention relates to a railway bridge creep test loading device under the action of a vehicle-induced cyclic load. An electromagnet is arranged on a rail vehicle, a balance weight hanging basket is hung in a groove dug below the rail, the combined application of dead load and train operation live load is simply and conveniently realized, the magnitude of the train operation live load can be adjusted by increasing or decreasing the number of coils of the electromagnet and the number of balancing weights in the rail vehicle, the dead load and live load of loading are enabled to be constant,and the load does not need to be increased at certain time intervals. The train load can be increased through attraction force of the electromagnets on the train and permanent magnets fixed to the foundation; train live loads of multiple bent concrete main beams can be applied at a time by means of reserving holes in the straight line section of the rail, and the use efficiency is effectively improved.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to a loading device for a railway bridge creep test under the action of a vehicle-induced cyclic load. Background technique [0002] Compared with ordinary highway bridges, railway concrete bridges have a higher ratio of live load to self-weight, and are affected by concrete creep. Large-span prestressed concrete bridges will produce excessive prestress loss and time-varying deformation. The deformation will seriously affect the safe operation of the train. In recent years, the number of accidents caused by long-term deformation of bridges has increased year by year. The reason is that the traditional concrete creep deformation prediction ignores the increasing effect of train operating load on long-term deformation, and the actual structural deformation is significantly underestimated in the bridge design stage. . Although relevant scholars have carried out a lot of act...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01M5/00
CPCG01M5/0008G01M5/005
Inventor 王永宝聂云靖孟麟秦鹏举韩江龙张翛
Owner TAIYUAN UNIV OF TECH