Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Double-layer steel plate combined shear wall with corrugated web plate I-shaped steel components in truss type binding
The invention relates to a double-layer steel plate combined shear wall with corrugated web plate I-shaped steel components in truss type binding, and belongs to the field of structure engineering. According to the combined shear wall, multiple steel plate shear wall units are firstly welded to form a pure steel plate wall, and then concrete is poured between steel plates to form the double-layersteel plate combined shear wall with the corrugated web plate I-shaped steel components in truss type binding. The corrugated web plate I-shaped steel components are applied into the wall structure, the buckling mode of the whole wall is changed, overall buckling of the wall becomes into partial buckling of part of the wall, and bearing force is effectively improved. The corrugated web plate I-shaped steel components are introduced into the double-layer steel plate combined shear wall, web plates of the corrugated web plate I-shaped steel components and outer steel plates directly participatein the resisting side of the shear wall, meanwhile, flanges of the corrugated web plate I-shaped steel components achieve an obvious binding function on the outer steel plates, and the anti-shear bearing force of the wall is improved. A truss type structure is formed by the outer steel plates, the corrugated web plate I-shaped steel components and tie bars, and the overall stability of the wall isenhanced.
本发明涉及一种波形腹板工字形钢构件桁架式拉结的双层钢板组合剪力墙，属于结构工程领域。该组合剪力墙首先将若干个钢板剪力墙单元焊接形成纯钢板墙，然后在钢板间浇筑混凝土形成波形腹板工字形钢构件桁架式拉结的双层钢板组合剪力墙。波形腹板工字型钢构件被应用到墙体结构中，改变了整个墙的屈曲模式，使墙体的整体屈曲变为部分墙体的局部屈曲，有效提高了承载力。在双层钢板剪力墙中引入了波形腹板工字型钢构件，波形腹板工字型钢构件腹板与外侧钢板直接参与剪力墙抗侧，同时波形腹板工字型钢构件翼缘对外侧钢板起到明显拉结作用，提升了墙体的抗剪承载力。外侧钢板、波形腹板工字形钢构件和系杆形成桁架式结构，增强了墙体的整体稳定性。
Double-layer steel plate combined shear wall with corrugated web plate I-shaped steel components in truss type binding
The invention relates to a double-layer steel plate combined shear wall with corrugated web plate I-shaped steel components in truss type binding, and belongs to the field of structure engineering. According to the combined shear wall, multiple steel plate shear wall units are firstly welded to form a pure steel plate wall, and then concrete is poured between steel plates to form the double-layersteel plate combined shear wall with the corrugated web plate I-shaped steel components in truss type binding. The corrugated web plate I-shaped steel components are applied into the wall structure, the buckling mode of the whole wall is changed, overall buckling of the wall becomes into partial buckling of part of the wall, and bearing force is effectively improved. The corrugated web plate I-shaped steel components are introduced into the double-layer steel plate combined shear wall, web plates of the corrugated web plate I-shaped steel components and outer steel plates directly participatein the resisting side of the shear wall, meanwhile, flanges of the corrugated web plate I-shaped steel components achieve an obvious binding function on the outer steel plates, and the anti-shear bearing force of the wall is improved. A truss type structure is formed by the outer steel plates, the corrugated web plate I-shaped steel components and tie bars, and the overall stability of the wall isenhanced.
本发明涉及一种波形腹板工字形钢构件桁架式拉结的双层钢板组合剪力墙，属于结构工程领域。该组合剪力墙首先将若干个钢板剪力墙单元焊接形成纯钢板墙，然后在钢板间浇筑混凝土形成波形腹板工字形钢构件桁架式拉结的双层钢板组合剪力墙。波形腹板工字型钢构件被应用到墙体结构中，改变了整个墙的屈曲模式，使墙体的整体屈曲变为部分墙体的局部屈曲，有效提高了承载力。在双层钢板剪力墙中引入了波形腹板工字型钢构件，波形腹板工字型钢构件腹板与外侧钢板直接参与剪力墙抗侧，同时波形腹板工字型钢构件翼缘对外侧钢板起到明显拉结作用，提升了墙体的抗剪承载力。外侧钢板、波形腹板工字形钢构件和系杆形成桁架式结构，增强了墙体的整体稳定性。
Double-layer steel plate combined shear wall with corrugated web plate I-shaped steel components in truss type binding
一种波形腹板工字形钢构件桁架式拉结的双层钢板组合剪力墙
JIANG ZIQIN (Autor:in) / ZHOU BAORU (Autor:in) / SHEN CUNJIE (Autor:in) / QIU PING (Autor:in) / YAN TIAN (Autor:in)
22.05.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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