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Fabricated high-performance concrete confined shear wall
The invention relates to the technical field of constructional engineering, in particular to a fabricated high-performance concrete confined shear wall which comprises wall bodies arranged in parallel, a plurality of rib plates are vertically arranged between the two wall bodies, steel bar systems are arranged in the wall bodies and the rib plates, the rib plates are arranged in parallel, a plurality of cavities are defined by the rib plates and the wall bodies, and the rib plates are arranged in the cavities. The cavity is filled with a concrete layer. Compared with the prior art, the fabricated high-performance concrete confined shear wall is high in overall compression bearing capacity, formwork erecting and supporting are not needed on a construction site, the formwork and supporting cost is greatly reduced, the fabricated building process with higher efficiency and lower energy consumption is achieved, work on the construction site is reduced, field work is more convenient and faster, and the fabricated high-performance concrete confined shear wall is suitable for large-scale popularization and application. The method has good economical efficiency and conforms to the industry transformation direction of building industrialization.
本发明涉及建筑工程技术领域,特别涉及装配式高性能混凝土约束剪力墙,包括平行设置的墙体,两个所述墙体之间竖向设有多块肋板,所述墙体及肋板中设置钢筋系统,多块所述肋板平行设置,所述肋板及所述墙体围设成多个空腔,所述空腔中填充有混凝土层。与现有技术相比,本发明提供的装配式高性能混凝土约束剪力墙的整体受压承载力强,施工现场不用支模板和支护,极大的减少了模板和支护费用,实现了更高效率,更低能耗的装配式建造过程,减少施工现场的工作,现场工作更便捷,具有良好的经济性,符合建筑工业化的行业转型方向。
Fabricated high-performance concrete confined shear wall
The invention relates to the technical field of constructional engineering, in particular to a fabricated high-performance concrete confined shear wall which comprises wall bodies arranged in parallel, a plurality of rib plates are vertically arranged between the two wall bodies, steel bar systems are arranged in the wall bodies and the rib plates, the rib plates are arranged in parallel, a plurality of cavities are defined by the rib plates and the wall bodies, and the rib plates are arranged in the cavities. The cavity is filled with a concrete layer. Compared with the prior art, the fabricated high-performance concrete confined shear wall is high in overall compression bearing capacity, formwork erecting and supporting are not needed on a construction site, the formwork and supporting cost is greatly reduced, the fabricated building process with higher efficiency and lower energy consumption is achieved, work on the construction site is reduced, field work is more convenient and faster, and the fabricated high-performance concrete confined shear wall is suitable for large-scale popularization and application. The method has good economical efficiency and conforms to the industry transformation direction of building industrialization.
本发明涉及建筑工程技术领域,特别涉及装配式高性能混凝土约束剪力墙,包括平行设置的墙体,两个所述墙体之间竖向设有多块肋板,所述墙体及肋板中设置钢筋系统,多块所述肋板平行设置,所述肋板及所述墙体围设成多个空腔,所述空腔中填充有混凝土层。与现有技术相比,本发明提供的装配式高性能混凝土约束剪力墙的整体受压承载力强,施工现场不用支模板和支护,极大的减少了模板和支护费用,实现了更高效率,更低能耗的装配式建造过程,减少施工现场的工作,现场工作更便捷,具有良好的经济性,符合建筑工业化的行业转型方向。
Fabricated high-performance concrete confined shear wall
装配式高性能混凝土约束剪力墙
LIANG PEI (Autor:in) / XIE GUIQUAN (Autor:in) / MA MINGLONG (Autor:in) / ZHANG CUNXIAN (Autor:in) / SU TIANTONG (Autor:in) / MAO ZHONGCHUAN (Autor:in) / JIANG DONG (Autor:in)
17.01.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Fabricated profile steel confined concrete shear wall structure
Europäisches Patentamt | 2021
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