首页> 外国专利> BAR ARRANGEMENT STRUCTURE OF REINFORCED CONCRETE BEAM AND BAR ARRANGEMENT METHOD

BAR ARRANGEMENT STRUCTURE OF REINFORCED CONCRETE BEAM AND BAR ARRANGEMENT METHOD

机译:钢筋混凝土梁的钢筋布置结构及钢筋布置方法

摘要

PROBLEM TO BE SOLVED: To provide a bar arrangement structure of a reinforced concrete beam which has no necessity for processing a hook at a stirrup, does not increase the number of part items, and can easily perform assembling work.SOLUTION: A bar arrangement structure 1 of a reinforced concrete beam comprises upper-end main reinforcements 3, 4, lower-end main reinforcements 5, 6, and stirrups 7 which are arranged in a beam length direction at constant intervals in a state of surrounding the main reinforcements 3 to 6. The stirrups 7 comprise U-shaped first stirrups 8 which are joined to the main reinforcements 3 to 6, respectively, by full-strength welding, and second stirrups 9 which are covered on the upper-end main reinforcements 3, 4 in a state of being bridged between the upper-end main reinforcements, and fixed to the main reinforcements 3, 4.SELECTED DRAWING: Figure 1
机译:解决的问题:提供一种钢筋混凝土梁的钢筋布置结构,该结构不需要在at骨处加工钩子,不增加零件数量,并且可以容易地进行组装工作。解决方案:钢筋布置结构钢筋混凝土梁1的特征在于,在包围主梁3〜6的状态下,在梁的长度方向上等间隔地配置有上端主梁3、4,下端主梁5、6和箍筋7。箍筋7包括U形的第一箍筋8和第二箍筋9,该U形的第一箍筋8通过全强度焊接分别连接到主加强件3至6,并且第二箍筋9被覆盖在上端主加强件3、4上。桥接在高端主钢筋之间,并固定到主钢筋3、4上。

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