首页> 外国专利> EARTHQUAKEPROOF REINFORCING STRUCTURE FOR BEAM-COLUMN JOINT IN EXISTING REINFORCED CONCRETE OR STEEL-CONCRETE COMPOSITE STRUCTURE

EARTHQUAKEPROOF REINFORCING STRUCTURE FOR BEAM-COLUMN JOINT IN EXISTING REINFORCED CONCRETE OR STEEL-CONCRETE COMPOSITE STRUCTURE

机译:既有钢筋混凝土或钢混凝土组合结构中梁柱节点的抗震加固结构

摘要

PROBLEM TO BE SOLVED: To simply execute reinforcement without the need for executing additional casting of concrete by a method wherein steel plates are wound round a beam-column joint in an existing reinforced concrete or steel encased reinforced concrete structure, and grouting is made to gaps between the joint and the steel plates. ;SOLUTION: Reinforcing steel plates 3 are wound, with gaps 4 each in a width of about 10mm provided, round four sides of a column 2 at upper and lower positions of a joint of the column 2 and a beam 1 in an existing reinforced concrete or steel encased reinforce concrete structure and the opposite reinforcing steel plates 3 are welded W. Then, grouting is made for fixation to the gaps 4 between the column 2 and the reinforcing steel plates 3. Thereby, shear strength and toughness can be increased at the joint of the column 2 and the beam 1 without executing additional casting of concrete, and shear craks piercing through from the joint to the column 2 can be prevented.;COPYRIGHT: (C)1997,JPO
机译:解决的问题:通过在现有的钢筋混凝土或钢制钢筋混凝土结构中将钢板缠绕在梁-柱节点周围的方法中,并在间隙中进行灌浆,从而简单地执行钢筋而不需要进行额外的混凝土浇筑在接头和钢板之间。 ;解决方案:缠绕钢板3,在现有钢筋混凝土中,在支柱2和梁1的连接处的上下位置,将支柱2的四个侧面分别绕成约10mm的宽度4或用钢包裹钢筋混凝土结构,并用W焊接相对的加强钢板3。然后,通过灌浆将其固定在立柱2和加强钢板3之间的间隙4中。由此,可以提高混凝土的抗剪强度和韧性。立柱2和梁1的连接处无需进行额外的混凝土浇铸,可以防止从连接处到立柱2的剪切裂缝刺穿。;版权所有:(C)1997,JPO

著录项

  • 公开/公告号JPH09273318A

    专利类型

  • 公开/公告日1997-10-21

    原文格式PDF

  • 申请/专利权人 FUJITA CORP;

    申请/专利号JP19960082421

  • 申请日1996-04-04

  • 分类号E04G23/02;E04B1/30;E04H9/02;

  • 国家 JP

  • 入库时间 2022-08-22 03:35:47

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