Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Unit assembly type steel grid shear wall
The invention discloses a unit assembly type steel grid shear wall which comprises a steel grid shear wall structure fixedly connected between a frame beam and a frame column through high-strength bolts, and the steel grid shear wall structure is formed by longitudinally mixing and splicing a plurality of full-width grid structural bodies and a plurality of half-width grid structural bodies. The full-width grid structure body and the half-width grid structure body are rectangular; the length of the half-width grid structural body is equal to that of the full-width grid structural body, and the width of the half-width grid structural body is half of that of the full-width grid structural body. The steel plate shear wall is discretized and unitized, and has high bearing capacity and good ductility. The gusset plates and the vertical rods in the units are made of high-strength steel, the calculated length of the vertical rods is small through supporting of the inclined beams of the inclined struts, buckling damage is not prone to occurring, and therefore the grid units have enough vertical bearing capacity.
本发明公开了一种单元装配式钢网格剪力墙，包括通过高强度螺栓固定连接在框架梁和框架柱之间的钢网格剪力墙结构，钢网格剪力墙结构由若干个全幅网格结构体和若干个半幅网格结构体纵向混合拼接而成，全幅网格结构体和半幅网格结构体均呈矩形；半幅网格结构体的长度和全幅网格结构体的长度相等，半幅网格结构体的宽度是全幅网格结构体的宽度的一半。本发明将钢板剪力墙体离散化、单元化，具有较高的承载力和良好的延展性。单元内节点板和竖杆采用高强钢且通过斜撑的斜梁支撑使竖杆计算长度较小，不易发生屈曲破坏，从而使网格单元具有足够的竖向承载力。
Unit assembly type steel grid shear wall
The invention discloses a unit assembly type steel grid shear wall which comprises a steel grid shear wall structure fixedly connected between a frame beam and a frame column through high-strength bolts, and the steel grid shear wall structure is formed by longitudinally mixing and splicing a plurality of full-width grid structural bodies and a plurality of half-width grid structural bodies. The full-width grid structure body and the half-width grid structure body are rectangular; the length of the half-width grid structural body is equal to that of the full-width grid structural body, and the width of the half-width grid structural body is half of that of the full-width grid structural body. The steel plate shear wall is discretized and unitized, and has high bearing capacity and good ductility. The gusset plates and the vertical rods in the units are made of high-strength steel, the calculated length of the vertical rods is small through supporting of the inclined beams of the inclined struts, buckling damage is not prone to occurring, and therefore the grid units have enough vertical bearing capacity.
本发明公开了一种单元装配式钢网格剪力墙，包括通过高强度螺栓固定连接在框架梁和框架柱之间的钢网格剪力墙结构，钢网格剪力墙结构由若干个全幅网格结构体和若干个半幅网格结构体纵向混合拼接而成，全幅网格结构体和半幅网格结构体均呈矩形；半幅网格结构体的长度和全幅网格结构体的长度相等，半幅网格结构体的宽度是全幅网格结构体的宽度的一半。本发明将钢板剪力墙体离散化、单元化，具有较高的承载力和良好的延展性。单元内节点板和竖杆采用高强钢且通过斜撑的斜梁支撑使竖杆计算长度较小，不易发生屈曲破坏，从而使网格单元具有足够的竖向承载力。
Unit assembly type steel grid shear wall
一种单元装配式钢网格剪力墙
MA QING (Autor:in) / YAN XIANGYU (Autor:in) / CHEN ZHIHUA (Autor:in) / ZHANG ZEYU (Autor:in) / WANG YUEDONG (Autor:in) / ZHENG MINGZHAO (Autor:in) / LIU JIE (Autor:in) / ZENG LIJING (Autor:in) / SUN HONGMIN (Autor:in) / WANG HAO (Autor:in)
03.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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