High-speed train station concrete-filled steel tube column-steel reinforced concrete beam node structure

A technology of concrete-filled steel tube columns and concrete-filled steel tubes, which is applied in building construction and construction, can solve problems such as inability to meet the impact resistance of trains, achieve the effects of improving impact resistance and collapse resistance, and improving the impact resistance of nodes

Pending Publication Date: 2018-10-09
SOUTHWEST JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] The purpose of the present invention is to provide a steel pipe concrete column-steel concrete beam node structure in a high-speed railway station build

Method used

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  • High-speed train station concrete-filled steel tube column-steel reinforced concrete beam node structure
  • High-speed train station concrete-filled steel tube column-steel reinforced concrete beam node structure
  • High-speed train station concrete-filled steel tube column-steel reinforced concrete beam node structure

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Embodiment Construction

[0046] The principles and features of the present invention are described below in conjunction with the accompanying drawings, and the examples given are only used to explain the present invention, and are not intended to limit the scope of the present invention.

[0047] Such as Figure 1 to Figure 3 As shown, the high-speed railway station concrete-filled steel tube column-steel concrete beam joint structure includes the steel-filled steel tube concrete column 1, the steel-filled concrete beam 2 equally divided along the circumferential direction of the steel-filled steel tube concrete column 1, and the ring set between the steel-filled steel tube concrete column 1 and the steel-concrete beam 2 beam3. There are four steel-steel concrete beams 2, which are evenly arranged on the steel pipe concrete column 1; the steel-steel concrete beam 2 includes an upper flange 201, a lower flange 202 and a web between the upper flange 201 and the lower flange 202 203. The steel pipe con...

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Abstract

The invention discloses a high-speed train station concrete-filled steel tube column-steel reinforced concrete beam node structure. The high-speed train station concrete-filled steel tube column-steelreinforced concrete beam node structure comprises a concrete-filled steel tube column, a steel reinforced concrete beam and a ring beam and is characterized in that the concrete-filled steel tube column comprises an upper concrete-filled steel tube column, a lower concrete-filled steel tube column and a concrete-filled steel tube node column, and a cross plate and an eight-section plate are arranged in the bottom area of the upper concrete-filled steel tube column; an outer ring plate is arranged on the outer wall of the concrete-filled steel tube node column, and the upper flange and the lower flange of the steel reinforced concrete beam are in butt joint with the outer ring plate; the web of the steel reinforced concrete beam is connected with the concrete-filled steel tube node column;an inner ring plate, an inner partition and an inner rib plate are arranged in the concrete-filled steel tube node column. The node structure has the advantages that by the inner ring plate, the inner partition and the inner rib plate, axial force, transmitting to the upper column, in the column and shear force, transmitting to a frame girder, in the beam can be reduced effectively; after structural column stability loss, the inner ring plate, the inner partition and the inner rib plate can effectively transmit the axial force and bending moment in the beam, and structure collapse resistanceis increased effectively.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to a steel pipe concrete column-steel concrete beam node structure for a high-speed railway station building. Background technique [0002] Modern elevated station buildings are usually long-span frame structures, and the structural columns of the track layer often adopt steel pipe concrete structures. When a train derails and crashes into the elevated station building structure, it is likely to cause the station building to collapse, resulting in heavy casualties and property loss, and the beam-column joints in the station building are the force transmission hubs between the components of the station building. It is very important to study the impact resistance of the joint structure to ensure that the structure does not collapse or suffer brittle failure after being impacted by the train. However, there is very little research on the high-speed lateral impact of the CFST...

Claims

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Application Information

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IPC IPC(8): E04B1/19E04B1/58
CPCE04B1/19E04B1/1903E04B1/58
Inventor 刘艳辉韦丹曾月
Owner SOUTHWEST JIAOTONG UNIV
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