首页> 外国专利> SEISMIC RETROFIT METHOD OF STEEL REINFORCED CONCRETE WITH AN ENLARGED SECTION USING CONNECTION JOINT WITH ANCHOR PLATE AND STEEL BAR TIE FOR MINIMIZING THE LOSS OF LIFE AND PROPERTY BY INTEGRALLY USING AN EXISTING MATERIAL AND STEEL REINFORCED CONCRETE WITH AN ENLARGED SECTION

SEISMIC RETROFIT METHOD OF STEEL REINFORCED CONCRETE WITH AN ENLARGED SECTION USING CONNECTION JOINT WITH ANCHOR PLATE AND STEEL BAR TIE FOR MINIMIZING THE LOSS OF LIFE AND PROPERTY BY INTEGRALLY USING AN EXISTING MATERIAL AND STEEL REINFORCED CONCRETE WITH AN ENLARGED SECTION

机译：采用锚固板与钢扎带的连接节点来扩大截面的钢筋混凝土的抗震加固方法，通过结合使用现有的材料和钢筋混凝土的整体钢筋来整体地减少生命和财产损失

页面导航

摘要
著录项
相似文献

摘要

PURPOSE: A seismic retrofit method of Steel Reinforced Concrete(SRC) with an enlarged section using connection joint with anchor plate and steel bar tie is provided to effectively resist an earthquake for buildings by improving the load bearing capacity of the existing reinforced structures.;CONSTITUTION: A seismic retrofit method of SRC with an enlarged section using connection joint with anchor plate and steel bar comprises a joint reinforcement plate(100), a plurality of fixing hardware, a steel skeleton member(500), a plurality of connecting hardware(220), and a steel wedge(600). The joint reinforcement plate is installed on the front surface of an existing concrete structure(50) and is equipped with a plurality of anchor through holes in the longitudinal direction. The fixing hardware forms a ∩-shaped loop by installing along the surface of the joint reinforcement plate. The steel skeleton member is installed along the surface of the existing concrete structure at regular intervals. The connecting hardware forms a U-shaped loop by combining along one side of the steel member. The steel wedge passes the intersection of fixing and connecting hardware and parallel positioned to the steel frame in the longitudinal direction.;COPYRIGHT KIPO 2013

机译：目的：提供一种钢筋混凝土抗震加固方法，该技术采用带有锚板和钢筋扎带的连接节来扩大截面，从而通过提高现有钢筋结构的承载能力有效地抵抗建筑物的地震。：SRC的抗震加固方法，采用锚板与钢筋的连接节，扩大截面，包括接头加固板（100），多个固定硬件，钢骨架构件（500），多个连接硬件（220））和钢楔子（600）。接头加强板安装在现有混凝土结构（50）的前表面上，并且在纵向方向上设有多个锚定通孔。固定硬件通过沿着接缝加强板的表面安装而形成一个＆cap;形的环。该钢骨架构件以规则的间隔沿着现有混凝土结构的表面安装。连接硬件通过沿钢构件的一侧组合而形成U形环。钢楔穿过固定和连接硬件的交点，并在纵向上平行于钢框架定位。; COPYRIGHT KIPO 2013

著录项

公开/公告号KR20130018343A

专利类型
公开/公告日2013-02-20

原文格式PDF
申请/专利权人 BYUKSONG ENC CO. LYD.;
展开▼

申请/专利号KR20130000495
发明设计人 CHO BAIK SOON;
展开▼

申请日2013-01-03
分类号E04B1/98;E04H9/02;
国家 KR
入库时间 2022-08-21 16:27:39

相似文献

专利
外文文献
中文文献