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A platform for research: civil engineering, architecture and urbanism
Assembly type steel plate shear wall beam-column joint
The invention provides an assembly type steel plate shear wall beam-column joint. The assembly type steel plate shear wall beam-column joint comprises an H-shaped column and an H-shaped beam, wherein a steel bearing platform perpendicular to column flanges and a column web is arranged between the column flanges of the H-shaped column, and the top of the steel bearing platform, the two sides of the column flanges of the H-shaped column and the front end of the column web are welded and fixed to the edges of a vertical plate and a transverse plate of an L-shaped additional plate correspondingly to form a cuboid box type structure; and beam flanges of the H-shaped beam are connected with the L-shaped additional plate through mortises and tenons, and the beam web is connected with the L-shaped additional plate through an L-shaped connecting piece. According to the assembly type steel plate shear wall beam-column joint, the steel bearing platform, the L-shaped additional plate, the H-shaped column and the H-shaped beam are arranged to form the shear wall beam-column joint in a welding, bolt fixing and mortise and tenon connecting mode, the rigidity and the shaping rotation capacity of the joint are ensured, the harm of an earthquake to human beings is effectively reduced, and the economic loss of the earthquake to the society is reduced; and the assembly type steel plate shear wall beam-column joint has the advantages of being simple in structure, convenient to construct, good in shaping capacity and high in toughness and rigidity.
一种装配式钢板剪力墙梁柱节点，包括H型柱与H型梁，H型柱柱翼缘之间设置有垂直于柱翼缘以及柱腹板的钢制承台，钢制承台顶部、H型柱的柱翼缘两侧及柱腹板前端分别与L型附加板的竖板及横板边缘焊接固定，形成长方体箱型结构；H型梁的梁翼缘与L型附加板之间通过榫卯连接，梁腹板与L型附加板之间通过L型连接件连接；本发明通过设置钢制承台与L型附加板与H型柱及H型梁以焊接、螺栓固定、及榫卯连接的方式构成剪力墙梁柱节点，保证了节点刚度及塑形转动能力，有效降低地震对人类带来的伤害，减少地震给社会带来的经济损失；具有结构简单、施工方便、塑形能力好及韧性刚度强的优点。
Assembly type steel plate shear wall beam-column joint
The invention provides an assembly type steel plate shear wall beam-column joint. The assembly type steel plate shear wall beam-column joint comprises an H-shaped column and an H-shaped beam, wherein a steel bearing platform perpendicular to column flanges and a column web is arranged between the column flanges of the H-shaped column, and the top of the steel bearing platform, the two sides of the column flanges of the H-shaped column and the front end of the column web are welded and fixed to the edges of a vertical plate and a transverse plate of an L-shaped additional plate correspondingly to form a cuboid box type structure; and beam flanges of the H-shaped beam are connected with the L-shaped additional plate through mortises and tenons, and the beam web is connected with the L-shaped additional plate through an L-shaped connecting piece. According to the assembly type steel plate shear wall beam-column joint, the steel bearing platform, the L-shaped additional plate, the H-shaped column and the H-shaped beam are arranged to form the shear wall beam-column joint in a welding, bolt fixing and mortise and tenon connecting mode, the rigidity and the shaping rotation capacity of the joint are ensured, the harm of an earthquake to human beings is effectively reduced, and the economic loss of the earthquake to the society is reduced; and the assembly type steel plate shear wall beam-column joint has the advantages of being simple in structure, convenient to construct, good in shaping capacity and high in toughness and rigidity.
一种装配式钢板剪力墙梁柱节点，包括H型柱与H型梁，H型柱柱翼缘之间设置有垂直于柱翼缘以及柱腹板的钢制承台，钢制承台顶部、H型柱的柱翼缘两侧及柱腹板前端分别与L型附加板的竖板及横板边缘焊接固定，形成长方体箱型结构；H型梁的梁翼缘与L型附加板之间通过榫卯连接，梁腹板与L型附加板之间通过L型连接件连接；本发明通过设置钢制承台与L型附加板与H型柱及H型梁以焊接、螺栓固定、及榫卯连接的方式构成剪力墙梁柱节点，保证了节点刚度及塑形转动能力，有效降低地震对人类带来的伤害，减少地震给社会带来的经济损失；具有结构简单、施工方便、塑形能力好及韧性刚度强的优点。
Assembly type steel plate shear wall beam-column joint
一种装配式钢板剪力墙梁柱节点
YUAN XIAOSA (author) / WANG DONG (author) / JIA XINGLIANG (author) / LEI FENG (author) / YANG JIE (author) / WU MENG (author)
2021-04-06
Patent
Electronic Resource
Chinese
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