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Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete
The invention relates to a superimposed shear wall based on semi-prefabricated super-tough reinforced concrete. The superimposed shear wall comprises a core wall and edge components of shear walls, wherein the core wall is formed by performing on-site pouring on common concrete; the edge components of shear walls are formed by prefabricating super-tough concrete and are arranged on both edges of the core wall, the upper ends and the lower ends of the edge components are connected through connectors to improve the tensile property and the anti-cracking property of edges and corners of the superimposed shear wall and improve the deforming capability of the superimposed shear wall. Compared with the prior art, the superimposed shear wall disclosed by the invention has the advantages that the core wall of the main body is formed by performing on-site pouring on common concrete, and both edges of the core wall are formed by prefabricating super-tough concrete, so that the toughness and the tensile property of the edges and the corners of the shear wall can be greatly improved; under the effects of horizontal external force of wind and earthquake, the superimposed shear wall disclosed by the invention greatly reduces the possibility of cracks, the degree of the damage to edges can be greatly reduced, and the possibility that buildings can be used without repair or with minor repair under the effects of strong wind and strong shock is increased.
Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete
The invention relates to a superimposed shear wall based on semi-prefabricated super-tough reinforced concrete. The superimposed shear wall comprises a core wall and edge components of shear walls, wherein the core wall is formed by performing on-site pouring on common concrete; the edge components of shear walls are formed by prefabricating super-tough concrete and are arranged on both edges of the core wall, the upper ends and the lower ends of the edge components are connected through connectors to improve the tensile property and the anti-cracking property of edges and corners of the superimposed shear wall and improve the deforming capability of the superimposed shear wall. Compared with the prior art, the superimposed shear wall disclosed by the invention has the advantages that the core wall of the main body is formed by performing on-site pouring on common concrete, and both edges of the core wall are formed by prefabricating super-tough concrete, so that the toughness and the tensile property of the edges and the corners of the shear wall can be greatly improved; under the effects of horizontal external force of wind and earthquake, the superimposed shear wall disclosed by the invention greatly reduces the possibility of cracks, the degree of the damage to edges can be greatly reduced, and the possibility that buildings can be used without repair or with minor repair under the effects of strong wind and strong shock is increased.
Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete
ZHANG HONGMEI (author) / LYU XILIN (author)
2015-06-10
Patent
Electronic Resource
English
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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