Slotted swinging infilled wall frame structure

Abstract

The invention provides a slotted swinging infilled wall frame structure. The slotted swinging infilled wall frame structure comprises a frame, an infilled wall, metal dampers, bayonet iron pieces andbinding ribs; the frame is formed by enclosing a transverse frame upper beam, a transverse frame lower beam and vertical frame columns in a rigid connection mode; the infilled wall comprises a plurality of wall body units which are arranged transversely in the frame, the infilled wall is in rigid connection with the frame columns, the binding ribs are arranged along the wall height every other 500mm-600mm, first gaps are arranged between the wall body units, the first gaps are filled with gap filling materials, and the metal dampers are arranged between the every two adjacent wall body units in the wall height direction; a second gap is arranged between the infilled wall and the frame upper beam, the second gap is 20-40mm and filled with the gap filling materials, and the bayonet iron pieces are arranged on the frame upper beam in the transverse direction; and mortar construction is not adopted between the infilled wall and the frame lower beam. According to the slotted swinging infilled wall frame structure, the ductility of the wall body can be improved, and the post-earthquake repairable capacity of the infilled wall frame structure is guaranteed.

Description

technical field [0001] The invention relates to the field of engineering technology construction, in particular to a frame structure of a joint-swinging filled wall. Background technique [0002] Infill wall frame structure is one of the most widely used structural forms for external enclosure and space division. This structure has the advantages of low cost, convenient construction and flexible layout. However, the infill wall is usually regarded as a non-structural component in the structural design, and its reduction to the structural period is only considered in the calculation of the earthquake action, and it does not participate in the structural calculation in the subsequent design. However, the seismic results show that due to the high initial stiffness and poor ductility of the infill wall, the infill wall will also be severely damaged when the structural members of the medium and small earthquakes are not damaged or slightly damaged, causing major losses and seriou...

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Problems solved by technology

However, the seismic results show that due to the high initial stiffness and poor ductility of the infill wall, the infill wall will also be severely damaged when the structural members of the medium and small earthquakes are not damaged or slightly damaged, causing major losses and seriously affecting The normal use of the structure and post-earthquake repair

In addition, due to the obvious synergy between the infill wall and the frame, it may lead to some unexpected failures of the structure, such as weak floors, short column failure, structural torsion, and mechanisms that make the structure fail to achieve "strong column weak beam"

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