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EARTHQUAKE RESISTANT REINFORCING STRUCTURE OF EXISTING STEEL TOWER

机译:既有钢塔的抗震加固结构

摘要

PROBLEM TO BE SOLVED: To provide an earthquake resistant reinforcing structure of the existing steel tower necessary to only raise buckling proof stress.;SOLUTION: In the earth resistant reinforcing structure of the existing steel tower, an adhesion preventive coat 11 preventing the adhesion of mortar or concrete over the outside in the longitudinal direction of a steel-made closed section members 4 or steel-made L-shaped section members comprised of the steel tower 1, and cylindrical buckling restrained members 10 constituted by connecting a plurality of split type buckling restrained pieces 12 to each other are arranged to the outside of the steel-made closed section members 4 or the L-shaped section members forming the adhesion preventive coat 11 so as to surround them and, at the same time, the mortar or the concrete is filled/solidified between the adhesion preventive coat 11 and the cylindrical buckling restrained members 10. Short local section buckling prevention reinforcing members 7 opposite at an interval in the longitudinal direction of the steel-made closed section members 4 or the L-shaped section members are fixed, at the same time, the adhesion preventive coat 11 is provided, the cylindrical buckling restrained members 10 are arranged so as to surround them, and the mortar or the concrete 5 is filled/solidified between the adhesion preventive coat 11 and the cylindrical buckling restrained members 10.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:要解决的问题:提供现有钢塔的抗震加固结构,只需要增加屈曲抵抗应力即可;解决方案:在现有钢塔的接地加固结构中,设有防粘连涂层11,可防止砂浆的粘结由钢制塔架1构成的钢制封闭截面构件4或钢制L形截面构件,以及通过连接多个分体式屈曲约束件而构成的圆筒形屈曲约束件10,沿纵向在外侧上的混凝土或混凝土。在构成密合防止涂层11的钢制封闭截面构件4或L字形截面构件的外侧,以彼此包围的方式配置有多个小块12,同时,将砂浆或混凝土浇铸在该封闭部分上。填充/固化在防粘连涂层11和圆柱形屈曲抑制构件10之间。在钢制的封闭型材4或L字型材的长度方向上隔开一定间隔而相对的木材7被固定,同时设有防粘连涂层11,并配置有圆筒状的屈曲抑制部件10。从而将砂浆或混凝土5填充/固化在防粘连涂层11和圆柱形屈曲约束件10之间。;版权所有:(C)2006,JPO&NCIPI

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