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Design method and device for anti-seismic steel beam reinforced joints

A design method and reinforced technology, applied in the direction of joists, girders, trusses, etc., can solve the problems of inaccurate ductility design, fracture, collapse, etc.

Inactive Publication Date: 2016-08-03
WENDENG LANDAO ARCHITECTURAL ENG CO LTD
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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 design method and device for reinforced joints of anti-seismic steel beams, which are used to solve the problems of fracture and collapse caused by inaccurate ductility design in traditional steel beam design schemes

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  • Design method and device for anti-seismic steel beam reinforced joints
  • Design method and device for anti-seismic steel beam reinforced joints
  • Design method and device for anti-seismic steel beam reinforced joints

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Embodiment Construction

[0024] The core of the present invention is to provide a design method and device for reinforced joints of anti-seismic steel beams, in order to have more accurate guidance data when welding reinforced plates to steel beams, so that the reinforced steel beams have more anti-seismic effect.

[0025] In order to enable those skilled in the art to better understand the technical solutions of the present invention, the present invention will be further described in detail below in conjunction with the accompanying drawings.

[0026] Please refer to figure 1 , figure 1 It is a flow chart of the design method of the seismic steel beam reinforced joint provided by the embodiment of the present invention.

[0027] In a specific implementation manner, a design method for reinforced joints of anti-seismic steel beams includes:

[0028] S101: Obtain parameter information of the target steel beam;

[0029] S103: Preset the first length of the reinforcing plate matching the target steel...

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Abstract

The invention discloses a design method and device for anti-seismic steel beam reinforced joints.The design method for the anti-seismic steel beam reinforced joints includes the steps that S101, parameter information of a target steel beam is acquired; S103, the first length of a reinforcing plate matched with the target steel beam is preset according to the parameter information; S105, dimension data of the reinforcing plate and weld joint data are calculated according to the first length and the parameter information; S107, whether the dimension data meets the requirements of the weld joint data or not is judged, when the dimension data meets the requirements of the weld joint data, the target steel beam is controlled for welding of the reinforcing plate.By means of the technical scheme, the steel beam of a steel structure building can be subjected to scientific anti-seismic design, the steel beam is subjected to reinforcing type welding according to designed data, and the steel beam has good anti-seismic efficiency when an earthquake happens.

Description

technical field [0001] The invention relates to the technical field of buildings, in particular to a design method and device for reinforced joints of anti-seismic steel beams. Background technique [0002] With the improvement of living standards, people's demand for residential and office buildings is increasing. Most of the existing buildings are reinforced concrete structures, but the construction process of traditional reinforced concrete structures is relatively complicated, which wastes a lot of manpower and material resources; at the same time, when buildings with reinforced concrete structures are demolished, destructive demolition is required. It cannot be recycled and reused, resulting in a serious waste of resources. Therefore, the plug-in building structure came into being. [0003] The typical feature of a steel structure building is that the main structure of the traditional cement pouring is replaced by a steel structure. The steel beam is fixed by welding ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/04E04B1/98
CPCE04C3/04E04B1/98
Inventor 张力太邓亚君
Owner WENDENG LANDAO ARCHITECTURAL ENG CO LTD