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Structural Steel Reinforcement of Sectional Steel Concrete Conversion Structure of Subway Double-column Elevated Station and Its Construction Method

A technology for converting structures and concrete, which is applied in basic structural engineering, underwater structures, artificial islands, etc., and can solve the problems of inability to provide bearing performance and seismic performance, large overhanging length of beams on both sides, and large subordinate area under load. , to achieve the effect of facilitating construction implementation, improving shear bearing capacity and seismic ductility, and improving shear performance

Active Publication Date: 2015-10-07
CHINA RAILWAY FIRST SURVEY & DESIGN INST GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the strict control of the deformation of the elevated station due to the traffic requirements, and the station has a large column network, a large load-bearing subordinate area, and a large cantilevered length of the beams on both sides, the ordinary reinforced concrete transfer structure cannot provide good bearing performance and seismic performance. The system is more suitable for steel concrete structure

Method used

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  • Structural Steel Reinforcement of Sectional Steel Concrete Conversion Structure of Subway Double-column Elevated Station and Its Construction Method
  • Structural Steel Reinforcement of Sectional Steel Concrete Conversion Structure of Subway Double-column Elevated Station and Its Construction Method
  • Structural Steel Reinforcement of Sectional Steel Concrete Conversion Structure of Subway Double-column Elevated Station and Its Construction Method

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Embodiment Construction

[0036] The present invention will be described in detail below in combination with specific embodiments.

[0037] The steel frame of the steel-concrete conversion structure of the subway double-column elevated station involved in the present invention includes the steel frame column section 1 and its short beam, the steel frame cantilever beam section 2 and the steel frame middle beam section 3, all of which adopt H-shaped steel.

[0038] There are two steel column sections 1, which stand side by side on the foundation 14; the flanges on both sides of the top of the steel column section 1 are fixed with short beams; the webs of the short beams on the outer sides of the two steel column sections 1 are passed through The bone splicing plate and high-strength bolts 4 are fixed to the web of the horizontal steel cantilever beam section 2, and the web of the inner short beam is connected to the web of the steel middle beam section 3 at the same level through the steel splicing plate...

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Abstract

The invention relates to a metro double-column elevated station steel reinforced concrete transformation structure reinforcing bar and a construction method thereof. A transformation structure needs to be arranged on a metro elevated station because of the limit of road conditions, and an ordinary steel reinforced concrete transformation structure can not provide good bearing performances and earthquake-resistant performances. The metro double-column elevated station steel reinforced concrete transformation structure reinforcing bar comprises a reinforcing bar column section, a short beam of the reinforcing bar column section, reinforcing bar cantilever beam sections on two sides, and a reinforcing bar middle beam section in the middle, wherein the short beam is fixed together with the reinforcing bar cantilever beam sections and the reinforcing bar middle beam section by virtue of a reinforcing bar splitting plate and a high-strength bolt; a transition section with variable cross sections is respectively arranged at the lower part of the reinforcing bar column section and the end part of each reinforcing bar cantilever beam section; a column reinforcing steel bar connecting plate and a beam reinforcing steel bar connecting sleeve are arranged on a beam-column joint of the reinforcing bar column section; a column supporting joint column rib through hole reinforcement plate and a column supporting joint reinforcing bar beam section stiffening plate are arranged on a beam body at an underpinned column position. The reinforcing bar construction transformation structure disclosed by the invention is high in anti-bending and shear bearing capacity of components and small in deformation, can be used for improving the earthquake-resistance performances, and has wide application values in the metro double-column elevated stations.

Description

technical field [0001] The invention belongs to the technical field of subway engineering structures, and in particular relates to a steel frame for a steel-concrete conversion structure of a subway double-column elevated station and a construction method thereof. Background technique [0002] For elevated stations in the subway, due to the limitation of road conditions, all structural components within the projection range of the building are not allowed to be placed on the ground. the conversion structure. The conversion structure solves the implementation problem of the station, and can realize the requirement of adopting different column nets in the upper and lower parts of the structural system. The bottom layer occupies less roads, and adopts the form of only structural columns landing. Normal building column grid. The characteristic of the double-column elevated station transfer structure is that it adopts a double-column single-span frame with large cantilever sec...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01F1/00E02D29/045E04B1/24
Inventor 杨开屏王俊郭建鹏王鹏张毓斌毛念华朱小蓉蔡乐张维驿李明涛吕娉霏张琪
Owner CHINA RAILWAY FIRST SURVEY & DESIGN INST GRP
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