Closely arranged frame bridge structure of high speed railway switch area

A high-speed railway and bridge structure technology, applied in bridges, bridge parts, bridge applications, etc., can solve problems affecting construction quality, project duration and project investment, construction quality is difficult to fully guarantee, bridge height and length increase, etc., to achieve construction Convenience and quickness, fast construction turnover, and clear effect of force

Inactive Publication Date: 2014-06-04
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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  • Claims
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AI Technical Summary

Problems solved by technology

However, in the turnout area (single set of turnouts), the bridge generally adopts a continuous beam structure due to the requirements of the seamless turnout of the high-speed railway on the bridge structure. It cannot be installed on a joint beam at the same time, and the turnout needs to be opened at a certain distance, res

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  • Closely arranged frame bridge structure of high speed railway switch area

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Embodiment Construction

[0009] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments to facilitate a clear understanding of the present invention, but they do not limit the present invention.

[0010] Such as figure 1 The close-packed frame bridge structure in the high-speed railway turnout area includes the bottom plate, side wall and driving roof on the foundation. The bottom plate, side wall and driving roof form a number of close-packed frames. The aperture of the frame perpendicular to the turnout area is 8-10m. The gap between the frames along the direction of train travel is 2cm.

[0011] The present invention adopts a frame with an aperture of 8-10m to be laid perpendicular to the main line of the turnout area, and the high-speed train runs on the top of the frame plate, and the gap between the frames along the line direction is 2cm, which not only meets the requirements of the high-speed turnout on the longitudi...

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Abstract

The invention belongs to the technical field of bridge structures, and particularly relates to a closely arranged frame bridge structure of a high speed railway switch area. The bridge structure comprises a base plate located on a foundation, a side wall and a train walking roof. A plurality of closely arranged frames are formed by the base plate, the side wall and the train walking roof, the aperture of the frames which are perpendicular to the switch area ranges from 8 m to10-m, and a gap among the frames in the train driving direction is 2cm. The closely arranged frame bridge structure of the high speed railway switch area has the advantages that stress is clear, the structure is reasonable and the economy is good, requirements on a bridge longitudinal stiffness, a transverse stiffness and a displacement of the high speed railway switch are met, construction is convenient and fast, the construction process can move fast, service life of the structure is assured, traffic of a road under the frames can be also assured, the frames without interchange can be developed for business purposes, and that is to say, one bridge has three functions.

Description

technical field [0001] The invention belongs to the technical field of bridge structures, and in particular relates to a close-arranged frame bridge structure in a turnout area of ​​a high-speed railway. Background technique [0002] At present, the design and construction of bridges in the turnout area of ​​high-speed railways, especially in the throat area, has always been a matter of concern. In the throat area of ​​railway stations, it is generally set as a roadbed, and there is no precedent for setting bridges in the throat area. However, in the turnout area (single set of turnouts), the bridge generally adopts a continuous beam structure due to the requirements of the seamless turnout of the high-speed railway on the bridge structure. It cannot be installed on a joint beam at the same time, and the turnout needs to be opened at a certain distance, resulting in an increase in the height and length of the bridge. In addition, due to the design and construction difficult...

Claims

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Application Information

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IPC IPC(8): E01D18/00E01D19/00
Inventor 文望青薛照钧许三平刘巧丽康红兵姚慧王斌
Owner CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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