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A platform for research: civil engineering, architecture and urbanism
Steel frame-steel plate shear wall stress coordination type wall beam connecting joint
The invention relates to a steel frame-steel plate shear wall stress coordination type wall beam connecting joint, and belongs to the field of structural engineering. The steel frame-steel plate shear wall stress coordination type wall beam connecting joint is composed of a steel beam part, a double-layer steel plate shear wall part, a T-shaped connecting piece, two L-shaped connecting pieces and a plurality of high-strength bolts. Vertical variable-diameter elliptical bolt holes in a middle vertical plate of the T-shaped connecting piece are evenly and horizontally formed along the central axis of the vertical plate, the middle bolt hole is round, the length of the long axis of the bolt holes is sequentially increased towards the outer side, the outermost bolt hole is a long elliptical bolt hole, the frame beams connected with the T-shaped connecting piece at the top of the double-layer steel plate shear wall part through the L-shaped connecting pieces and the high-strength bolts rotate, vertical force borne by the wall top is converted into rotating displacement of the frame beams, the steel plate shear wall is only affected by horizontal acting force, and force flow transmission is clearer.
本发明涉及一种钢框架‑钢板剪力墙受力协调型墙梁连接节点，属于结构工程领域。本发明的墙梁连接节点由一个钢梁构件、一个双层钢板剪力墙构件、一个T型连接件、两个L型连接件及若干高强螺栓组成。T型连接件中间竖板上的竖向变径椭圆螺栓孔沿竖板中轴线均匀水平布置，最中间螺栓孔为圆形，向外侧依次加长螺栓孔长轴长度，最外侧螺栓孔为长椭圆形螺栓孔，以使通过L型连接件和高强螺栓与双层钢板剪力墙构件顶部T型连接件连接的框架梁转动，将墙顶受到的竖向力转化为框架梁的转动位移，使钢板剪力墙只受到水平作用力的影响，力流传递更清晰。
Steel frame-steel plate shear wall stress coordination type wall beam connecting joint
The invention relates to a steel frame-steel plate shear wall stress coordination type wall beam connecting joint, and belongs to the field of structural engineering. The steel frame-steel plate shear wall stress coordination type wall beam connecting joint is composed of a steel beam part, a double-layer steel plate shear wall part, a T-shaped connecting piece, two L-shaped connecting pieces and a plurality of high-strength bolts. Vertical variable-diameter elliptical bolt holes in a middle vertical plate of the T-shaped connecting piece are evenly and horizontally formed along the central axis of the vertical plate, the middle bolt hole is round, the length of the long axis of the bolt holes is sequentially increased towards the outer side, the outermost bolt hole is a long elliptical bolt hole, the frame beams connected with the T-shaped connecting piece at the top of the double-layer steel plate shear wall part through the L-shaped connecting pieces and the high-strength bolts rotate, vertical force borne by the wall top is converted into rotating displacement of the frame beams, the steel plate shear wall is only affected by horizontal acting force, and force flow transmission is clearer.
本发明涉及一种钢框架‑钢板剪力墙受力协调型墙梁连接节点，属于结构工程领域。本发明的墙梁连接节点由一个钢梁构件、一个双层钢板剪力墙构件、一个T型连接件、两个L型连接件及若干高强螺栓组成。T型连接件中间竖板上的竖向变径椭圆螺栓孔沿竖板中轴线均匀水平布置，最中间螺栓孔为圆形，向外侧依次加长螺栓孔长轴长度，最外侧螺栓孔为长椭圆形螺栓孔，以使通过L型连接件和高强螺栓与双层钢板剪力墙构件顶部T型连接件连接的框架梁转动，将墙顶受到的竖向力转化为框架梁的转动位移，使钢板剪力墙只受到水平作用力的影响，力流传递更清晰。
Steel frame-steel plate shear wall stress coordination type wall beam connecting joint
一种钢框架-钢板剪力墙受力协调型墙梁连接节点
JIANG ZIQIN (author) / HUA XINGSHANG (author) / YAN TIAN (author) / ZHANG XUEFENG (author) / CAI CHAO (author)
2022-01-21
Patent
Electronic Resource
Chinese
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