Vertical partition plate beam and column connection joint applicable to composite steel plate shear wall end column and construction method for applying vertical partition plate beam and column connection joint

Abstract

The invention provides a vertical partition plate beam and column connection joint applicable to a composite steel plate shear wall end column and a construction method for applying the vertical partition plate beam and column connection joint. The vertical partition plate beam and column connection joint applicable to the composite steel plate shear wall end column comprises the composite steel plate shear wall end column, a vertical partition plate, a beam and column connection plate and a steel beam. The vertical partition plate is vertically arranged in the opposite insides of the composite steel plate shear wall end column, the composite steel plate shear wall end column comprises a thick plate column wall, the thick plate column wall is arranged on a side of the composite steel plateshear wall end column, and the beam and column connection plate is connected with the steel beam and the thick plate column wall. The vertical partition plate beam and column connection joint applicable to the composite steel plate shear wall end column and the construction method have the advantages that the vertical partition plate beam and column connection joint in a connection mode is provided with the vertical partition plate, accordingly, the steel beam can be effectively connected with a composite steel plate shear wall, and requirements of pouring concrete construction methods can bemet.

Description

technical field [0001] The invention belongs to the technical field of construction engineering, and in particular relates to a vertical partition beam-column connecting node suitable for an end column of a steel plate composite shear wall and a construction method thereof. Background technique [0002] At present, the traditional forms of steel structure beam-column connection include partition through connection, column through connection and outer ring plate connection. For the connection between steel beam and closed section column, the first two forms need to open a round hole in the center of the partition , and the diameter of the hole needs to meet the requirements of concrete pouring and vibration, but the hole with a diameter of not less than 150mm greatly weakens the force transmission effect of the diaphragm in the end column of the small-section steel plate composite shear wall, and affects the seismic resistance of the beam-column joint Performance, if the oute...

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Problems solved by technology

[0003] In order to solve the technical problems of poor seismic performance of existing beam-column joints, large space occupation, complicated construction procedures, inconvenient transportation, and high cost, the present invention provides a targeted anti-seismic performance that occupies a small space. The construction process is simple, the transportation is convenient, and the cost is not high. It is suitable for the vertical diaphragm beam-column connection node and its application method for the end column of the steel plate composite shear wall.

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