首页> 外国专利> SEISMIC RESPONSE CONTROL MEMBER AND SEISMIC RESPONSE CONTROL BUILDING USED FOR BOUNDARY BEAM

SEISMIC RESPONSE CONTROL MEMBER AND SEISMIC RESPONSE CONTROL BUILDING USED FOR BOUNDARY BEAM

机译:用于边界梁的地震响应控制构件和地震响应控制建筑物

摘要

PROBLEM TO BE SOLVED: To provide a seismic response control member constituted to be capable of freely adjusting a historical characteristic in response to horizontal force acting on a building and deformation of a frame in an earthquake; and a seismic response control building for securing and improving seismic response control performance by arranging the seismic response control member in an intermediate part of a reinforced concrete or steel frame reinforced concrete boundary beam for joining a column and a column or an earthquake resistant wall and an earthquake resistant element such as the column.;SOLUTION: Upper-lower steel flanges 3b and 3b and a plurality of steel webs 3c. etc. vertically arranged at an interval between the upper-lower steel flanges 3b and 3b, are incorporated between a pair of steel end plates 3a and 3a. The seismic response control member 3 formed by integrally joining a steel end plate 3a, the steel flange 3b and the steel web 3c, is arranged in the intermediate part 2a of the reinforced concrete or steel frame reinforced concrete boundary beam 2 for joining the column 1 and the column 1 or the earthquake resistant wall 8 and the earthquake resistant element such as the column 1.;COPYRIGHT: (C)2008,JPO&INPIT
机译:解决的问题:提供一种地震响应控制构件,其构造成能够响应作用在建筑物上的水平力和地震中框架的变形而自由地调整历史特征。地震响应控制建筑物,用于通过将地震响应控制构件布置在用于连接柱和柱的钢筋混凝土或钢框架钢筋混凝土边界梁的中间部分或抗震墙中来确保和改善地震响应控制性能。解决方案:解决方案:上下钢制法兰3b和3b以及多个钢腹板3c。在上下一对钢制凸缘3b,3b之间隔开间隔而垂直地配置的一对等的钢制部件等被组装在一对钢制的端板3a,3a之间。通过将钢制的端板3a,钢制的凸缘3b和钢制的腹板3c整体结合而形成的地震响应控制构件3布置在用于连接柱1的钢筋混凝土或钢框架钢筋混凝土边界梁2的中间部分2a中。列1或抗震墙8以及列1等抗震元件;版权所有:(C)2008,JPO&INPIT

著录项

相似文献

  • 专利
  • 外文文献
  • 中文文献
获取专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号