首页> 外国专利> EARTHQUAKE-RESISTING WALL STRUCTURE IN EXISTING REINFORCED CONCRETE-CONSTRUCTED BUILDING AND STEEL ENCASED REINFORCED CONCRETE-CONSTRUCTED BUILDING

EARTHQUAKE-RESISTING WALL STRUCTURE IN EXISTING REINFORCED CONCRETE-CONSTRUCTED BUILDING AND STEEL ENCASED REINFORCED CONCRETE-CONSTRUCTED BUILDING

机译:既有钢筋混凝土建筑和钢包裹钢筋混凝土建筑的抗震墙结构

摘要

PROBLEM TO BE SOLVED: To provide earthquake-resisting wall structure capable of carrying out earthquake-resistant reinforcing execution while being worked in an existing reinforced concrete-constructed building and a steel encased reinforced concrete- constructed building. ;SOLUTION: A plurality of lightweight C-steel blocks 14 cut in humanly portable length are stacked in the vertical direction so that webs 14a coincide on the flanges 14b of the blocks 14 in a manner that the webs 14a of the blocks 14 are formed in wall plate surfaces, and arrayed in the direction of the axis of materials. The web sections of the lightweight C-steel blocks 14 are clamped to the web section of a holding frame 17, in which the flange surfaces of CT steel 16 are extended and bonded and joined 21 onto the inner circumferential surface of a beam-column frame, by fasteners 15 in a steel-plate wall 13, in which each flange 14b is fastened by the fasteners 15 in the upper and lower lightweight C-steel blocks 14 and the webs 14a of the lightweight C-steel blocks 14 are bonded with flanges 16a as assisting vertical members in CT steel 16 by the fasteners 15 in connection in the direction of the axis of materials.;COPYRIGHT: (C)1999,JPO
机译:要解决的问题:提供一种抗震墙结构,该结构能够在既有的钢筋混凝土结构建筑物和钢制钢筋混凝土结构建筑物中工作时执行抗震加固工作。 ;解决方案:在垂直方向上堆叠多个以人为长度切割的轻质C型钢块14,以使腹板14a在块14的凸缘14b上重合,从而形成块14的腹板14a。壁板表面,并沿材料轴线方向排列。轻质C形钢块14的腹板部分固定到固定框架17的腹板部分,在其中CT钢16的法兰表面延伸并粘结并连接到梁柱框架的内圆周表面21 ,通过钢板壁13中的紧固件15,其中每个凸缘14b通过紧固件15固定在上部和下部轻质C型钢块14中,并且轻质C型钢块14的腹板14a与凸缘结合。图16a作为辅助CT钢16中的垂直构件,由紧固件15沿材料轴线方向连接。;版权所有:(C)1999,JPO

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