Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Superimposed shear wall system
The invention discloses a superimposed shear wall system which comprises a first prefabricated concrete wall plate, a second prefabricated concrete wall plate, shear wall main ribs, shear wall horizontal ribs and a plurality of sets of connecting mechanisms. The shear wall main reinforcements and the shear wall horizontal reinforcements are pre-buried in the prefabricated concrete wallboard I and the prefabricated concrete wallboard II; the prefabricated concrete wallboard I and the prefabricated concrete wallboard II are connected through a plurality of groups of connecting mechanisms and cast-in-place concrete; each group of connecting mechanisms comprises a connecting mechanism I and a connecting mechanism II, one side of the connecting mechanism is arranged in the prefabricated concrete wallboard I, one side of the connecting mechanism II is arranged in the prefabricated concrete wallboard II, and the connecting mechanism I and the connecting mechanism II are arranged in a staggered manner. The problem that the prefabricated wall panel in the laminated shear wall does not participate in stress, so that materials are wasted is solved; the problem that interior decoration cannot be achieved in a factory due to the fact that split bolts need to be used when concrete is poured on the superimposed shear wall is solved.
本发明公开一种叠合剪力墙体系,包括:预制混凝土墙板一、预制混凝土墙板二、剪力墙主筋、剪力墙水平筋、若干组连接机构;所述剪力墙主筋、剪力墙水平筋均预埋于预制混凝土墙板一、预制混凝土墙板二内;所述预制混凝土墙板一与预制混凝土墙板二通过若干组连接机构和现浇混凝土进行连接;每一组所述连接机构均包括连接机构一、连接机构二,所述连接机构一边设置在预制混凝土墙板一内,所述连接机构二一边设置在预制混凝土墙板二内,且连接机构一与连接机构二错开设置。本发明解决叠合剪力墙中预制墙板不参与受力,造成材料浪费的问题;解决叠合剪力墙浇筑混凝土时需要使用对拉螺栓,从而无法在工厂实现内装修的问题。
Superimposed shear wall system
The invention discloses a superimposed shear wall system which comprises a first prefabricated concrete wall plate, a second prefabricated concrete wall plate, shear wall main ribs, shear wall horizontal ribs and a plurality of sets of connecting mechanisms. The shear wall main reinforcements and the shear wall horizontal reinforcements are pre-buried in the prefabricated concrete wallboard I and the prefabricated concrete wallboard II; the prefabricated concrete wallboard I and the prefabricated concrete wallboard II are connected through a plurality of groups of connecting mechanisms and cast-in-place concrete; each group of connecting mechanisms comprises a connecting mechanism I and a connecting mechanism II, one side of the connecting mechanism is arranged in the prefabricated concrete wallboard I, one side of the connecting mechanism II is arranged in the prefabricated concrete wallboard II, and the connecting mechanism I and the connecting mechanism II are arranged in a staggered manner. The problem that the prefabricated wall panel in the laminated shear wall does not participate in stress, so that materials are wasted is solved; the problem that interior decoration cannot be achieved in a factory due to the fact that split bolts need to be used when concrete is poured on the superimposed shear wall is solved.
本发明公开一种叠合剪力墙体系,包括:预制混凝土墙板一、预制混凝土墙板二、剪力墙主筋、剪力墙水平筋、若干组连接机构;所述剪力墙主筋、剪力墙水平筋均预埋于预制混凝土墙板一、预制混凝土墙板二内;所述预制混凝土墙板一与预制混凝土墙板二通过若干组连接机构和现浇混凝土进行连接;每一组所述连接机构均包括连接机构一、连接机构二,所述连接机构一边设置在预制混凝土墙板一内,所述连接机构二一边设置在预制混凝土墙板二内,且连接机构一与连接机构二错开设置。本发明解决叠合剪力墙中预制墙板不参与受力,造成材料浪费的问题;解决叠合剪力墙浇筑混凝土时需要使用对拉螺栓,从而无法在工厂实现内装修的问题。
Superimposed shear wall system
一种叠合剪力墙体系
GUO ZHENGTING (Autor:in) / SHI HANSHENG (Autor:in) / LI ZHEN (Autor:in) / YAN CHEN (Autor:in) / LI CHAO (Autor:in) / TAN JUNJUN (Autor:in) / MENG HUI (Autor:in) / ZHANG BAIYAN (Autor:in) / LI CONG (Autor:in)
13.01.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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