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Internally arranged steel plate support for light steel assembled wallboard

A steel plate and wallboard technology, applied in the direction of walls, building components, buildings, etc., can solve the problems of brittle failure, deterioration of steel plate support ductility and energy dissipation capacity, and wallboard self-weight, etc., to prevent overall and local instability, improve Ductility and energy dissipation capacity, the effect of improving ductility and energy dissipation capacity

Active Publication Date: 2013-02-06
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The invention provides a built-in steel plate support of a light steel assembled wall panel, which solves the problem that the existing reinforced concrete wall panel has a large self-weight, it is difficult to check and replace the steel plate support after a major earthquake, the wall panel cannot be reused, and it is difficult to replace the built-in steel plate. The initial bending deformation of the support is controlled, and the concrete wall panel is easy to bend, punch and crack, and brittle failure occurs, which deteriorates the ductility and energy dissipation capacity of the steel plate support

Method used

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  • Internally arranged steel plate support for light steel assembled wallboard
  • Internally arranged steel plate support for light steel assembled wallboard
  • Internally arranged steel plate support for light steel assembled wallboard

Examples

Experimental program
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Effect test

specific Embodiment approach 1

[0014] Specific implementation one: as Figures 1 to 11 As shown, the built-in steel plate support of the light steel assembled wall panel in this embodiment includes a steel plate support body 1 and a light steel assembled wall panel, and two first stiffeners 12 are welded on both ends of the steel plate support body 1 along the length direction. , the two first stiffeners 12 located at the same end of the steel plate support body 1 are symmetrically and vertically arranged with respect to the steel plate support body 1. The light steel assembled wall panel is composed of a wall panel frame and two pressure-shaped color steel plates 5. The wall panel frame includes Two first rectangular steel pipes 2, two steel plates 7, two perforated steel pads 10, two perforated adjustment pads 11, multiple second rectangular steel tubes 4, multiple second stiffeners 3, multiple high-strength The bolts 8 and a plurality of connecting steel plates 9, the steel plate support body 1, the perf...

specific Embodiment approach 2

[0019] Embodiment 2: In this embodiment, the upper end of the first stiffening rib 12 located at the lower end of the steel plate support body 1 is in close contact with the upper ends of the first rectangular groove 7-1 and the second rectangular groove 2-1 at the lower part; A gap is left between the lower end of the stiffening rib 12 and the lower end of the upper first rectangular groove 7-1 and the lower end of the second rectangular groove 2-1 along the axial direction of the steel plate support 1 . In this way, the light steel assembled wall panel can transmit the dead weight of the wall panel to the steel frame through the close contact with the first stiffener 12 at the lower end of the steel plate support body 1, which is conducive to supporting the force; the lower end of the upper stiffener 12 of the steel plate support 1 There is a gap along the axial direction of the steel plate support 1, so that after the steel plate support 1 is compressed, it can be freely sho...

specific Embodiment approach 3

[0020] Specific implementation three: as Image 6 As shown, in this embodiment, each square-shaped lattice frame is welded by a plurality of second rectangular steel pipes 4 . With this design, two wall panel skeletons with good integrity can be formed on both sides of the front and back of the wall panel respectively. Other compositions and connection methods are the same as those in the first or second embodiment.

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PUM

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Abstract

The invention relates to a steel support, particularly relates to an internally arranged steel plate support for a light steel assembled wallboard, and aims to solve problems that the wallboard dead weight is large, steel plate supports are not easy to check and change after severe earthquakes, and wallboards cannot be used repeatedly in reinforced concrete wallboard internally arranged un-bonded steel plate supports. Two first stiffening ribs are welded along the support length direction at two ends of a steel plate support body; the steel plate support body and a perforated steel base plate are arranged between two steel plates with rectangular grooves arranged at two ends and fixedly connected through a plurality of high-strength bolts; the first stiffening ribs at two ends of the steel plate support body are inserted into rectangular grooves arranged at two ends of first rectangular steel tubes; a plurality of second rectangular steel tubes form two matts frames, each of the matts frames is fixedly connected with one of the steel plates and one of the first rectangular steel tubes, and the two matts frames are fixedly connected with a plurality of connection steel plates; and profiled color steel sheets are arranged on the outer sides of the first rectangular steel tubes and the second rectangular steel tubes. The internally arranged steel plate support for the light steel assembled wallboard is used as a central support and a partition wall simultaneously in a support steel frame with seismic resistance requirements.

Description

technical field [0001] The present invention relates to a steel support. Background technique [0002] In the existing wall panels with built-in unbonded steel plate supports, the wall panels are made of reinforced concrete by integral casting. The wall panels have a large self-weight, and it is difficult to inspect and replace the steel plate supports after a major earthquake, and the wall panels cannot be reused; In addition, the concrete wall panels are easy to bend and punch and crack, resulting in brittle failure, which deteriorates the ductility and energy dissipation capacity of the steel plate support; when the wall panel is poured with concrete, it is difficult to control the straightness of the steel support due to the need to vibrate the concrete. It is likely to cause the steel support to have a large initial bending deformation during the component forming process, which is extremely unfavorable for the force of the built-in support of the wall panel. SUMMARY ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/58
Inventor 丁玉坤
Owner HARBIN INST OF TECH
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