Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Full-stiffened center symmetric oblique slot steel plate wall structure
The invention discloses a full-stiffened center-symmetric oblique slot steel plate wall structure. A center-symmetric oblique slot steel plate shear wall is fixed between an upper frame beam and a lower frame beam, and a cross plate is arranged on the side surface of the center-symmetric oblique slot steel plate shear wall, the cross plate divides the side surface of the center-symmetric oblique slot steel plate shear wall into four areas, a plurality of oblique seams are arranged in each area, the oblique seams are parallel to the diagonal lines of the areas, the diagonal lines of the areas form the diagonal line of the center-symmetric oblique slot steel plate shear wall, and vertical stiffening ribs are arranged on the left end surface and the right end surface of the center-symmetric oblique slot steel plate shear wall. The full-stiffened center-symmetric oblique slot steel plate wall structure is relatively high in initial stiffness and ultimate bearing capacity, and can effectively prevent the outward deformation of the steel plate wall plane.
本发明公开了一种全加劲中心对成斜开缝钢板墙结构，中心对称斜开缝钢板剪力墙固定于上框架梁与下框架梁之间，中心对称斜开缝钢板剪力墙的侧面设置有十字板，其中，十字板将该中心对称斜开缝钢板剪力墙的侧面分割为四个区域，各区域内均开设有若干斜缝，其中，各斜缝均平行于所在区域的对角线，各区域的该对角线形成该中心对称斜开缝钢板剪力墙的对角线，中心对称斜开缝钢板剪力墙的左右两端面上均设置有竖向加劲肋，该钢板墙结构的初始刚度、极限承载力较强，且能够有效的防止钢板墙平面向外变形。
Full-stiffened center symmetric oblique slot steel plate wall structure
The invention discloses a full-stiffened center-symmetric oblique slot steel plate wall structure. A center-symmetric oblique slot steel plate shear wall is fixed between an upper frame beam and a lower frame beam, and a cross plate is arranged on the side surface of the center-symmetric oblique slot steel plate shear wall, the cross plate divides the side surface of the center-symmetric oblique slot steel plate shear wall into four areas, a plurality of oblique seams are arranged in each area, the oblique seams are parallel to the diagonal lines of the areas, the diagonal lines of the areas form the diagonal line of the center-symmetric oblique slot steel plate shear wall, and vertical stiffening ribs are arranged on the left end surface and the right end surface of the center-symmetric oblique slot steel plate shear wall. The full-stiffened center-symmetric oblique slot steel plate wall structure is relatively high in initial stiffness and ultimate bearing capacity, and can effectively prevent the outward deformation of the steel plate wall plane.
本发明公开了一种全加劲中心对成斜开缝钢板墙结构，中心对称斜开缝钢板剪力墙固定于上框架梁与下框架梁之间，中心对称斜开缝钢板剪力墙的侧面设置有十字板，其中，十字板将该中心对称斜开缝钢板剪力墙的侧面分割为四个区域，各区域内均开设有若干斜缝，其中，各斜缝均平行于所在区域的对角线，各区域的该对角线形成该中心对称斜开缝钢板剪力墙的对角线，中心对称斜开缝钢板剪力墙的左右两端面上均设置有竖向加劲肋，该钢板墙结构的初始刚度、极限承载力较强，且能够有效的防止钢板墙平面向外变形。
Full-stiffened center symmetric oblique slot steel plate wall structure
一种全加劲中心对成斜开缝钢板墙结构
HAO JIPING (Autor:in) / JING ZENGHUI (Autor:in)
05.06.2020
Patent
Elektronische Ressource
Chinesisch
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