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Steel-reinforced concrete core column and manufacturing method thereof

A technology of concrete filled steel tube and concrete core, applied in the direction of columns, piers, pillars, etc., to achieve the effect of improving bearing capacity, strong ductility and obvious effect

Inactive Publication Date: 2010-06-23
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] In order to solve the above-mentioned problems existing in the existing concrete columns, the object of the present invention is to provide a steel-reinforced steel-concrete-filled steel tube core column with high bearing capacity and seismic performance, and at the same time improve the bearing capacity of each limb and its manufacturing method

Method used

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  • Steel-reinforced concrete core column and manufacturing method thereof
  • Steel-reinforced concrete core column and manufacturing method thereof
  • Steel-reinforced concrete core column and manufacturing method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0034] Embodiment 1 (the radial section of the concrete core column is "ten" shape)

[0035] Such as figure 1 As shown, the steel frame-concrete filled steel tube core column of the present invention includes steel tube 1, steel plate 2 and concrete 6, at the two ends of the longitudinal limb of the concrete core column, the two ends of the transverse limb and the intersection of the longitudinal limb and the transverse limb Steel pipes 1 are respectively arranged at the points, and the steel pipes are welded into one body by steel plates 2, and the steel plates 2 are welded on the pipe wall of the steel pipes. The outer periphery of the steel pipe 1 and each corner of the concrete core column are provided with longitudinal bars 3 , and each longitudinal bar is bound by stirrups 4 . Concrete 6 is poured inside each steel pipe 1 and in the gap between the steel pipe 1 and the longitudinal reinforcement 3 , and the longitudinal reinforcement 3 is provided with a concrete protec...

Embodiment 2

[0037] Embodiment 2 (the radial section of the concrete core column is "T" shape)

[0038] Such as figure 2 As shown, the steel frame-concrete filled steel tube core column of the present invention includes steel tube 1, steel plate 2 and concrete 6, at the two ends of the concrete core column transverse limb, one end of the longitudinal limb and the intersection point of the longitudinal limb and the transverse limb Steel pipes 1 are respectively arranged at each place, and the steel pipes are welded into one body by steel plates 2, and the steel plates 2 are welded on the pipe wall of the steel pipes. The outer periphery of the steel pipe 1 and each corner of the concrete core column are provided with longitudinal bars 3 , and each longitudinal bar is bound by stirrups 4 . Concrete 6 is poured inside each steel pipe 1 and in the gap between the steel pipe 1 and the longitudinal reinforcement 3 , and the longitudinal reinforcement 3 is provided with a concrete protective la...

Embodiment 3

[0040] Embodiment 3 (the radial section of the concrete core column is "L" shape)

[0041] Such as image 3 As shown, the steel frame-concrete filled steel tube core column of the present invention comprises steel pipe 1, steel plate 2 and concrete 6, at an end of the longitudinal limb of the concrete core column, an end of the transverse limb and the intersection point of the longitudinal limb and the transverse limb ( That is, the corners of the "L" shape are respectively provided with steel pipes 1, and the steel pipes are welded into one body by steel plates 2, and the steel plates 2 are welded on the pipe wall of the steel pipes. The outer periphery of the steel pipe 1 and each corner of the concrete core column are provided with longitudinal reinforcement 3 , and each longitudinal reinforcement is bound by stirrups 4 . Concrete 6 is poured inside each steel pipe 1 and in the gap between the steel pipe 1 and the longitudinal reinforcement 3 , and the longitudinal reinfor...

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Abstract

The invention relates to a construction member, in particular to a steel-reinforced concrete core column and a manufacturing method thereof. The core column comprises steel tubes, steel plates and concrete; a plurality of steel tubes are arranged in the core column, and the steel tubes are connected through the steel plates; a plurality of longitudinal ribs are arranged at the peripheries of the steel tubes, and the longitudinal ribs are bound by stirrups; the concrete is poured in the steel tubes and gaps between the steel tubes and the longitudinal ribs; and concrete protective layers are arranged outside the longitudinal ribs. The method comprises the following steps: firstly, fixing the steel tubes at the cross points of longitudinal limbs and transverse limbs of the core column and in the end parts of the limbs, and welding the steel tubes together through the steel plates; arranging the longitudinal ribs, and binding and fixing the longitudinal ribs by the stirrups; arranging templates outside the longitudinal ribs; pouring the concrete in the steel tubes, curing the concrete to reach the compressive strength of the concrete, making the core column of the steel tubes bear the load firstly, and then pouring the concrete between the outsides of the steel tubes and the templates to form the concrete protective layers outside the longitudinal ribs so as to form an overlapped column; and removing the templates. The core column has the advantages of high bearing capacity, good stability and the like.

Description

technical field [0001] The invention relates to building components, in particular to a steel frame-steel tube concrete core column and a manufacturing method thereof. Background technique [0002] Since our country is located between two earthquake zones in the world, it is a country with frequent earthquakes; coupled with the painful lessons of the Wenchuan Earthquake on May 12, 2008, the main reason for the collapse of many houses is that the seismic performance is too poor, and the structure of the houses is exhausted. Ability is vulnerable. Therefore, in order to enhance the seismic performance of the house, it is imperative to enhance the earthquake resistance of the main components of the house, and the concrete column in the house is one of them. According to the "three-level principle" of earthquake design in my country and the principle of conceptual design, that is, the design concept of strong columns and weak beams, it is first necessary to ensure that concrete...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/34E04B1/16
Inventor 王鑫郝丽丽崔来奇侯晓曦何松林徐亚丰
Owner SHENYANG JIANZHU UNIVERSITY
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