Technique for anti-seismic and energy-saving wall with built-in core net

Abstract

The invention discloses a technique for an anti-seismic and energy-saving wall with a built-in core net. According to the technique for the anti-seismic and energy-saving wall with the built-in core net, insulation boards are fixed at a position 0-30mm away from the outer side of a framework column, the boards are connected in a butt joint mode, board dovetail grooves and board dovetail joints are connected in a butt joint mode, connection seams are sealed by means of binding tape, board seams are fixed through clamping boards, and then a sandwich core of the wall is formed; metal nets are hung on the two sides of the sandwich core respectively, the inner metal net is hung at a position which is 30mm away from the inner side face of the sandwich core, the outer metal net is hung at a position which is 30mm away from the outer side face of the sandwich core, metal tie pieces penetrate through the sandwich core to enable the metal nets on the two sides to be connected, and the core net is formed by the sandwich core and the metal nets; wall molds are installed on the two sides of the core net respectively, the inner wall mold is installed at a position which is 50-60mm away from the inner side face of the sandwich core, the outer wall mold is installed at a position which is 50-60mm away from the outer side face of the sandwich core, a door-and-window hole wall mold is installed after enough space for installation of a door-and-window frame is reserved on the door-and-window hole wall mold, then lightweight concrete slurry is poured, and the anti-seismic and energy-saving wall with the built-in core net is formed after demolding.

Description

technical field [0001] The invention relates to an anti-seismic energy-saving wall, in particular to an anti-seismic energy-saving wall with a built-in core net. Background technique [0002] The current earthquake resistance of civil buildings generally adopts frame infill walls to implement building earthquake resistance. The defect is that masonry infill walls have poor impact resistance, shear resistance, and earthquake resistance; current civil buildings are energy-saving, and generally use insulation layers on masonry to implement building energy conservation. The defect is that the interface between the insulation layer and the base wall in the later stage of the project is prone to hidden dangers such as cracks, hollowing, and falling off. Contents of the invention [0003] The purpose of the present invention is to provide an anti-seismic and energy-saving wall with a built-in core net. The wall not only has strong earthquake resistance and high energy-saving ben...

AI Technical Summary

Problems solved by technology

[0002] The current earthquake resistance of civil buildings generally uses frame infill walls to implement building earthquake resistance. The defect is that masonry infill walls have poor impact resistance, shear resistance, and earthquake resistance; current civil buildings are energy-saving, and insulation layers are generally used on masonry to implement building energy conservation. The defect is that the interface between the insulation layer and the base wall in the later stage of the project is prone to cracks, hollowing, falling off and other hidden dangers

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