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ASEISMATIC REINFORCING STRUCTURE AND ASEISMATIC REINFORCING METHOD FOR WALL TYPE RC STRUCTURE

机译:墙体式RC结构的隔震加固结构及隔震加固方法

摘要

PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing structure and an aseismatic reinforcing method for a wall type RC structure capable of attaining aseismatic reinforcement for the wall type RC structure easily, quickly and reliably by concurrently using a reinforcing steel sheet winding method using mechanical rolled joints and high-tension rods via the boring of the wall type RC structure by ultrahigh-pressure water injection. ;SOLUTION: Joint sections 49, 40 provided on the side edge sections of reinforcing steel sheets 18-35 and having first and second coupling lugs 51, 54 and first and second coupling grooves 52, 53 on overlap faces are overlapped together and fastened by fastening means 55, 56 to form cylindrical reinforcing walls 15-17 around a wall type RC structure 10. Multiple high-tension rods 42 are inserted into multiple through holes 41 formed in the thickness direction by ultrahigh-pressure jet water injection on the wall type RC structure 10, and both ends of the high-tension rods 42 are fastened.;COPYRIGHT: (C)2000,JPO
机译:要解决的问题:提供一种壁式RC结构的抗震加固结构和抗震加固方法,该方法能够同时使用机械轧制的增强钢板缠绕方法,从而轻松,快速,可靠地实现壁式RC结构的抗震加固。接头和高压杆通过超高压注水的壁式RC结构钻孔获得。 ;解决方案:将设置在增强钢板18-35的侧边缘部分并具有第一和第二连接凸耳51、54以及在重叠面上的第一和第二连接凹槽52、53的连接部分49、40重叠在一起并通过紧固固定装置55、56形成围绕壁型RC结构10的圆柱形加强壁15-17。通过在壁型RC上喷射超高压喷射水,将多个高压杆42插入沿厚度方向形成的多个通孔41中。结构10,并固定高压杆42的两端。版权所有:(C)2000,JPO

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