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公开(公告)号：US5664388A
公开(公告)日：1997-09-09
申请号：US556894
申请日：1995-11-03
CPC分类号： E04C3/065 , E04C3/07 , E04C3/09 , E04C3/11 , E04C3/292 , E04C3/32 , E04G23/0218 , E04B2001/2496 , E04C2003/0413 , E04C2003/0417 , E04C2003/0421 , E04C2003/043 , E04C2003/0439 , E04C2003/0456 , E04C2003/0469 , E04C2003/0486 , E04C2003/0491
摘要： A shear resisting member of a frame structure comprising four triangular cross-section beams, each beam or stud formed from a single piece of cold formed sheet steel which is bent lengthwise along four parallel lines to form a triangular cross-section with two wings or flanges, side-by-side, extending from its apex. Within the frame structure of the shear resisting member, two frame beams have first beam lengths corresponding to the longer dimension of the opening in the wall to be reinforced, which are disposed parallel to each other. The other two beams have second beam lengths substantially shorter than the first beam lengths, the second beam length corresponding to the spacing between the frame studs or truss members of the structure being reinforced. Gussets are attached along the lengths of the wings or flanges of the second beams and the ends of the first beams to fasten the frame structure together. A plurality of strut members span the interior edges of the first beams to form an open web between the two first beams. The strut members, each formed from sheet steel folded or creased to form triangular cross-sections, are fastened to the first beams at angles to provide shear resistance in a plurality of different directions. A method for retrofitting existing structures to provide reinforcement against shear forces comprises identification of weight-bearing walls and removal of interior wall paneling, such as dry wall, to expose the frame along sections of the wall. A shear panel is selected to have horizontal dimensions to fit between two adjacent wall studs, and vertical dimensions to extend from the foundation or floor joist to the roof truss or floor joist of an upper story for multi-level structures. The original wall studs are removed and the panel is inserted along with replacement wall studs.
摘要翻译： 框架结构的抗剪构件，包括四个三角形横截面梁，每个梁或螺柱由单片冷成形钢板形成，其沿四条平行线纵向弯曲以形成具有两个翼或凸缘的三角形横截面 并排，从顶端延伸。 在抗剪构件的框架结构中，两个框架梁具有对应于待加强的壁中的开口的较长尺寸的第一梁长度，其彼此平行设置。 另外两个光束具有基本上比第一光束长度短的第二光束长度，第二光束长度对应于被加强的结构的框架柱或桁架构件之间的间隔。 角撑板沿着第二梁的翼或翼缘的长度和第一梁的端部附接，以将框架结构固定在一起。 多个支柱构件跨越第一梁的内部边缘以在两个第一梁之间形成开放腹板。 由折叠或折皱形成三角形横截面的钢板形成的撑杆构件以角度紧固到第一梁，以在多个不同方向上提供剪切阻力。 用于改进现有结构以提供抗剪切力的方法包括识别承重壁和移除诸如干壁的内壁板，以沿壁的部分露出框架。 选择剪切板以具有水平尺寸以配合在两个相邻的墙壁螺柱之间，并且垂直尺寸从基础或地板托梁延伸到用于多层结构的上层的屋顶桁架或地板托梁。 拆下原来的墙壁螺栓，并将面板与更换的墙壁螺柱一起插入。
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公开(公告)号：US5904025A
公开(公告)日：1999-05-18
申请号：US896396
申请日：1997-07-18
CPC分类号： E04C3/065 , E04C3/07 , E04C3/09 , E04C3/11 , E04C3/292 , E04C3/32 , E04G23/0218 , E04B2001/2496 , E04C2003/0413 , E04C2003/0417 , E04C2003/0421 , E04C2003/043 , E04C2003/0439 , E04C2003/0456 , E04C2003/0469 , E04C2003/0486 , E04C2003/0491
摘要： A shear resisting member of a frame structure is formed from four triangular cross-section beams, each beam or stud formed from a single piece of cold formed sheet steel which is bent lengthwise along four parallel lines to form a triangular cross-section with two wings or flanges, side-by-side, extending from its apex. Within the frame structure of the shear resisting member, two frame beams have first beam lengths corresponding to the longer dimension of the opening in the wall to be reinforced, which are disposed parallel to each other. The other two beams have second beam lengths substantially shorter than the first beam lengths, the second beam length corresponding to the spacing between the frame studs or truss members of the structure being reinforced. Gussets are attached along the lengths of the wings or flanges of the second beams and the ends of the first beams to fasten the frame structure together. A plurality of strut members span the interior edges of the first beams to form an open web between the two first beams. The strut members, each formed from sheet steel folded or creased to form triangular cross-sections, are fastened to the first beams at angles to provide shear resistance in a plurality of different directions. Existing structures are retrofitted to provide reinforcement against shear forces. Weight-bearing walls are identified and interior wall paneling such as dry wall is removed to expose the frame along sections of the wall. A shear panel is selected to have horizontal dimensions to fit between two adjacent wall studs, and vertical dimensions to extend from the foundation or floor joist to the roof truss or floor joist of an upper story for multi-level structures. The original wall studs are removed and the panel is inserted along with replacement wall studs.
摘要翻译： 框架结构的抗剪构件由四个三角形横截面梁形成，每个梁或螺柱由单片冷成型钢板形成，其沿四条平行线纵向弯曲以形成具有两个翼的三角形横截面 或法兰，并排，从其顶点延伸。 在抗剪构件的框架结构中，两个框架梁具有对应于待加强的壁中的开口的较长尺寸的第一梁长度，其彼此平行设置。 另外两个光束具有基本上比第一光束长度短的第二光束长度，第二光束长度对应于被加强的结构的框架柱或桁架构件之间的间隔。 角撑板沿着第二梁的翼或翼缘的长度和第一梁的端部附接，以将框架结构固定在一起。 多个支柱构件跨越第一梁的内部边缘以在两个第一梁之间形成开放腹板。 由折叠或折皱形成三角形横截面的钢板形成的撑杆构件以角度紧固到第一梁，以在多个不同方向上提供剪切阻力。 改进现有结构以提供抗剪切力。 识别承重墙，并且去除诸如干壁的内墙板，以沿壁的部分露出框架。 选择剪切板以具有水平尺寸以配合在两个相邻的墙壁螺柱之间，并且垂直尺寸从基础或地板托梁延伸到用于多层结构的上层的屋顶桁架或地板托梁。 拆下原来的墙壁螺栓，并将面板与更换的墙壁螺柱一起插入。
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