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Subway station and road viaduct beam combined construction section structure

A technology for subway stations and viaducts, applied in bridge construction, roads, bridges, etc., can solve the problems of difficult project implementation, high project cost, large land occupation, etc., to avoid large-scale demolition of ground buildings, low project cost, Small footprint effect

Pending Publication Date: 2020-05-08
SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the elevated road and the rail transit station are constructed separately. The distance between the elevated cap and the underground rail transit station is generally more than 3m. Generally, the road elevated is arranged in the middle of the road, and the rail transit underground station is arranged on one side of the elevated cap of the road. The net width of the projected surface of the structure needs to be more than 45m, and the width of the road needs to be more than 60m to be conditionally arranged. Project implementation brings great difficulties

Method used

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  • Subway station and road viaduct beam combined construction section structure
  • Subway station and road viaduct beam combined construction section structure
  • Subway station and road viaduct beam combined construction section structure

Examples

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Embodiment

[0017] Such as figure 2 As shown, a cross-sectional structure jointly built by a subway station and a road viaduct includes at least a road viaduct girder body 1, a road viaduct pier 2, a shared enclosure structure 3 for a rail transit station and a road viaduct, and a shared structure for a rail transit station and a road viaduct Body 4. The pile foundation 5 and the ground road 9 are shared by the elevated road and the rail transit station, wherein the above-mentioned structures are arranged axially symmetrically along the center line; the elevated beam body of the road is arranged above the shared structure 4 of the elevated cap of the rail transit station and the road 1 and the road viaduct pier 2, the shared pile foundation 5 of the road viaduct and the rail transit station is arranged under the shared structure 4 of the rail transit station and the road viaduct cap.

[0018] Specifically, the pile foundations 5 shared by the elevated road and the rail transit station ar...

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PUM

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Abstract

The invention discloses a subway station and road viaduct beam combined construction section structure. The structure at least comprises a road viaduct beam body, road viaduct piers, a rail transit station and road viaduct shared enclosure structure, a rail transit station and road viaduct bearing platform shared structure body, a road viaduct and rail transit station shared pile foundation and aground road. The rail transit underground station and the road overhead are jointly built and arranged through the rail transit station and road viaduct shared enclosure structure and the road viaductbearing platform shared structure body; both the road elevated road and the rail transit underground station can be arranged in the middle of the road, the net width of the projection surface of theelevated road and the underground structure is only 30m, the road width is more than 40m, the occupied area is small, and the engineering cost is low. The subway station and road viaduct beam combinedconstruction section structure is particularly suitable for being arranged on roads with narrow red lines, large-area demolition of ground buildings can be avoided, and the engineering implementationdifficulty is reduced.

Description

technical field [0001] The invention relates to the technical field of urban traffic road construction, in particular to a cross-sectional structure jointly built by subway stations and road viaducts. Background technique [0002] refer to figure 1 : because rail transit lines and urban expressways all should be arranged on the wider city road of red line, often occur the situation that road viaduct and rail transit underground line are arranged on a road. At present, the elevated road and the rail transit station are constructed separately. The distance between the elevated cap and the underground rail transit station is generally more than 3m. Generally, the road elevated is arranged in the middle of the road, and the rail transit underground station is arranged on one side of the elevated cap of the road. The net width of the projected surface of the structure needs to be more than 45m, and the width of the road needs to be more than 60m to be conditionally arranged. Th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C1/00E02D29/00E04H14/00E01D1/00E01D19/02
CPCE01C1/002E01D1/00E01D19/02E02D29/04E04H14/00
Inventor 彭庆艳包佳佳唐梦佳张玉欧阳文彪
Owner SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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