A platform for research: civil engineering, architecture and urbanism
The invention relates to a multi-cavity L-shaped encased-steel plate shearing wall. The multi-cavity L-shaped encased-steel plate shearing wall is characterized by comprising a first encased-steel plate, a second encased-steel plate, a middle ribbed plate, an end ribbed plate, concrete, an upper ribbed plate, a lower ribbed plate, holes on corresponding positions of floor beams and for pouring concrete in the upper ribbed plate and the lower ribbed plate and exhaust holes in connection corners of the upper ribbed plate and the lower ribbed plate with the first encased-steel plate, the second encased-steel plate or the end ribbed plate, the first encased-steel plate and the second encased-steel plate are respectively arranged at the outer side of the shearing wall along the length direction of a shearing wall body, the middle ribbed plates satisfying the space requirement are arranged along the length direction of the shearing wall, concrete is poured in a cavity respectively formed among the first encased-steel plate, the second encased-steel plate and the middle ribbed plate to form the multi-cavity L-shaped encased-steel plate shearing wall. The multi-cavity L-shaped encased-steel plate shearing wall has the advantages of the ordinary rectangular reinforced concrete wall body and a built-in steel plate shearing wall, the stretchability of the wall body can be improved, the plastic development under the earthquake or strong wind can be delayed, and the thickness of the wall body is reduced.
The invention relates to a multi-cavity L-shaped encased-steel plate shearing wall. The multi-cavity L-shaped encased-steel plate shearing wall is characterized by comprising a first encased-steel plate, a second encased-steel plate, a middle ribbed plate, an end ribbed plate, concrete, an upper ribbed plate, a lower ribbed plate, holes on corresponding positions of floor beams and for pouring concrete in the upper ribbed plate and the lower ribbed plate and exhaust holes in connection corners of the upper ribbed plate and the lower ribbed plate with the first encased-steel plate, the second encased-steel plate or the end ribbed plate, the first encased-steel plate and the second encased-steel plate are respectively arranged at the outer side of the shearing wall along the length direction of a shearing wall body, the middle ribbed plates satisfying the space requirement are arranged along the length direction of the shearing wall, concrete is poured in a cavity respectively formed among the first encased-steel plate, the second encased-steel plate and the middle ribbed plate to form the multi-cavity L-shaped encased-steel plate shearing wall. The multi-cavity L-shaped encased-steel plate shearing wall has the advantages of the ordinary rectangular reinforced concrete wall body and a built-in steel plate shearing wall, the stretchability of the wall body can be improved, the plastic development under the earthquake or strong wind can be delayed, and the thickness of the wall body is reduced.
Multi-cavity L-shaped encased-steel plate shearing wall
2015-07-15
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Encased multi-cavity profiled steel plate concrete-filled combined shear wall
European Patent Office | 2015
|Multiple-cavity rectangular external encased steel plate shear wall
European Patent Office | 2015
|Arc-shaped steel plate encased concrete shear wall welded with combined shear keys
European Patent Office | 2023
|Seismic behavior of concrete-encased steel cross-shaped columns
Elsevier | 2015
|