H-shaped steel bone-confined concrete column with round steel draw bars and fabrication method of column

A technology of confining concrete and I-shape, applied in the direction of columns, pier columns, pillars, etc., can solve problems such as buckling deformation, reduction of concrete restraint capacity, and reduction of bearing capacity of steel concrete columns, so as to achieve high bearing capacity, reduce maintenance costs, The effect of increased restraint

Inactive Publication Date: 2014-07-16
BEIJING UNIV OF TECH
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  • Abstract
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  • Claims
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Problems solved by technology

Experimental research shows that when there is a large deformation in the later stage of loading, due to the large free extension length of the steel frame flange of the built-in steel concrete column with I-shaped steel frame, when the width-to-thickness ratio is large, a certain buckling deformation will occur, and the steel frame will not affect the load. The restraining capacity of concrete decreases, and then the bearing capacity of the entire steel concrete column decreases

Method used

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  • H-shaped steel bone-confined concrete column with round steel draw bars and fabrication method of column
  • H-shaped steel bone-confined concrete column with round steel draw bars and fabrication method of column

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Embodiment

[0028] Such as figure 1 , figure 2 As shown, the I-shaped steel-reinforced concrete column with round steel tie rods includes I-shaped steel frame 1, round steel tie rods 2, longitudinal steel bars 3, composite stirrups 4, and concrete 5; On the basis, a round steel tie rod is added to form.

[0029] According to the technical solution of the present invention, the manufacturing steps of the I-shaped steel-framed concrete column with round steel tie rods are as follows:

[0030] 1) The factory prefabricated the I-shaped steel frame 1, and punched holes at the edge of the flange;

[0031] 2) Locate the round steel tie rod 2 and screw the nut on the outside of the flange of the I-shaped steel frame 1 to apply pre-tightening force;

[0032] 3) After the prefabricated and welded steel frame members are transported to the site and positioned, the longitudinal reinforcement 3 and the composite stirrup 4 are bound;

[0033] 4) Support the formwork and pour concrete 5 for mainten...

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Abstract

The invention relates to a steel bone concrete column, and particularly relates to an H-shaped steel bone-confined concrete column with round steel draw bars. The H-shaped steel bone-confined concrete column with the round steel draw bars comprises an H-shaped steel bone, the round steel draw bars, longitudinal reinforcement, a composite stirrup and concrete, wherein the round steel draw bars are connected with two flanges, at the outer sides of the flanges and near the free edges, of the H-shaped steel bone through bolts, so that the free extension length of each flange is effectively reduced, buckling deformation of the flanges is constrained, and meanwhile, the inspection capability of internal concrete of the steel bone is enhanced by existence of the round steel draw bars. The round steel draw bars are arranged at intervals, and the internal part of the steel bone is communicated with external concrete in series, so that the pouring quality of the concrete is ensured. Therefore, the concrete disclosed by the invention has the relatively high strength and the good elastic-plastic deformation capacity, and the formed steel bone concrete column has the relatively high bearing capacity, ductility and energy-dissipating capacity.

Description

technical field [0001] The invention relates to an I-shaped steel frame restrained concrete column with round steel tie rods and a method thereof, which are mainly used in the field of anti-seismic energy consumption in building structures. Background technique [0002] Steel-reinforced concrete structure refers to a composite structure system in which steel reinforcement is arranged in an ordinary reinforced concrete structure. In the steel reinforced concrete structure, the steel frame can be divided into two types: solid belly type and hollow type. The solid-web steel-reinforced concrete members have better seismic performance, while the seismic performance of the empty-web steel-reinforced concrete members is basically the same as that of ordinary reinforced concrete members. Therefore, at present, solid-web steel-reinforced concrete members are mostly used in earthquake-resistant structures. The solid-belly steel frame can be assembled by welding steel plates or direc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/36
Inventor 曹万林武海鹏牛海成徐萌萌杨光
Owner BEIJING UNIV OF TECH
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