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CONSTRUCTION METHOD OF NON-EMBEDDED TYPE COLUMN BASE AND NON-EMBEDDED TYPE COLUMN BASE STRUCTURE

机译:非嵌入式柱式基础及非嵌入式柱式结构的构造方法

摘要

PROBLEM TO BE SOLVED: To provide a construction technology of a non-embedded type column base capable of more efficiently reinforcing proof stress of a column base section, maintaining good workability having a non-embedded type column base structure and, at the same time, by effectively using a downward region of a base plate while utilizing a special property in terms of strength constituted by combining the base plate with anchor bolts.;SOLUTION: At least four corners of the square base plate 1 erecting a steel framed column 2 are respectively clamped and fixed with the anchor bolts 6 fixed to a foundation concrete and, at the same time, each side of a quadrilateral obtained by straight lines passing through the axial centers of the anchor bolts 6 is provided with a reinforced tensile proof stress against the axial force acting on the column base section by arranging a proper number of reinforcing bars 7 so that the axial center can vertically pass through the base plate 1 within a range respectively contracted not more than 1/3.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:要解决的问题:提供一种非埋入式立柱基础结构的施工技术,该结构技术能够更有效地增强柱立式断面的屈服强度,并保持具有非埋入式立柱基础结构的良好的可加工性,同时,通过有效地利用底板的下部区域,同时利用在通过结合底板和地脚螺栓所构成的强度方面的特殊性能,来解决问题。解决方案:正方形底板1的至少四个角分别竖立钢框架柱2用固定在地基混凝土上的地脚螺栓6夹紧和固定,同时,通过穿过地脚螺栓6的轴向中心的直线获得的四边形的每一侧都具有相对于轴向方向的增强的抗拉应力通过布置适当数量的加强筋7作用在柱基部上的力,使轴向中心可以在垂直方向上穿过底板1。范围分别缩小不超过1/3 。;版权:(C)2006,JPO&NCIPI

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