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COUPLING STRUCTURE FOR POLE-BEAM JOINT AND BEAM

机译:杆-梁节点和梁的耦合结构

摘要

PROBLEM TO BE SOLVED: To attain reduction of cost and to improve stability of an entire building while ensuring earthquake resistance.;SOLUTION: A pole-beam joint 10A couples vertically adjacent steel pipe poles 12A and 12B, and a steel beam 14 is coupled to the pole-beam joint 10A. The pole-beam joint 10A comprises a joint body 16 and a bracket 18. The joint body 16 is configured by including an upper diaphragm 20A, a lower diaphragm 20B and a steel pipe part 22. The bracket 18 has depth of the same dimension as a height of the joint body 16 and is deposited to the joint body 16. The steel beam 14 has depth of a dimension smaller than depth of the bracket 18 and is fastened to the bracket 18. A reinforcing member 28 is deposited on a lower face of an end of the steel beam 14 coupled to the bracket 18, and depth of the end of the steel beam 14 including the reinforcing member 28 is formed in the same dimension as the depth of the bracket 18.;SELECTED DRAWING: Figure 1;COPYRIGHT: (C)2018,JPO&INPIT
机译:解决的问题:在保证抗震性的同时,降低成本并提高整个建筑物的稳定性。解决方案:杆-梁接头10A将垂直相邻的钢管杆12A和12B耦接,并且将钢梁14耦接至极梁接头10A。杆束接头10A包括接头主体16和托架18。接头主体16通过包括上隔膜20A,下隔膜20B和钢管部22而构成。托架18的深度与尺寸相同。高度为关节主体16的高度并沉积到关节主体16上。钢梁14的深度尺寸小于支架18的深度,并固定在支架18上。加强件28沉积在下表面上连接至支架18的钢梁14的端部的深度,以及包括加强构件28的钢梁14的端部的深度形成为与支架18的深度相同的尺寸。版权:(C)2018,JPO&INPIT

著录项

  • 公开/公告号JP2017214717A

    专利类型

  • 公开/公告日2017-12-07

    原文格式PDF

  • 申请/专利权人 FUJITA CORP;

    申请/专利号JP20160107383

  • 申请日2016-05-30

  • 分类号E04B1/24;E04B1/58;

  • 国家 JP

  • 入库时间 2022-08-21 13:09:55

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