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BEAM OF REINFORCED CONCRETE STRUCTURE, AND BEAM DESIGN METHOD

机译:钢筋混凝土结构梁及其设计方法

摘要

PROBLEM TO BE SOLVED: To ensure that design requirements on bearing force and deformation performance of a structure are met even when an opening is formed at an edge part of a beam of a reinforced concrete structure, without impairing structural performance of the beam, at the same time enabling the opening to be formed closer to a column.SOLUTION: An opening 43 is formed on a beam 4 of a reinforced concrete structure 1, the opening penetrating concrete 41 at an edge part of the beam 4 in a width direction. At least either of a compression member 48 for opening reinforcement above the opening 43 or a compression member 49 for opening reinforcement below the opening 43 is embedded in the concrete 41. The compression members 48, 49 for opening reinforcement are made to extend in an axial direction of the beam 4, and the compression members 48, 49 for opening reinforcement are not anchored to a column 3 connected to the edge part of the beam 4. The opening 43 is positioned closer to an edge 44 by the column of the beam 4, thereby suppressing shear deformation of a portion of the concrete 41 around the opening 43.SELECTED DRAWING: Figure 4
机译:要解决的问题:即使在钢筋混凝土结构梁的边缘部分形成开口而不损害梁的结构性能的情况下,也要确保满足对结构的承载力和变形性能的设计要求。解决方案:开口43形成在钢筋混凝土结构1的梁4上,该开口在梁4的宽度方向的边缘部分处穿透混凝土41。用于在开口43上方打开加强件的压缩构件48或用于在开口43下方打开加强件的压缩构件49中的至少一个嵌入混凝土41中。用于打开加强件的压缩构件48、49沿轴向延伸。在梁4的方向上,用于开口加强的压缩构件48、49没有锚固到连接到梁4的边缘部分的柱3上。开口43被梁4的柱更靠近边缘44定位。 ,从而抑制了开口41周围混凝土41的一部分的剪切变形。选图:图4

著录项

  • 公开/公告号JP2016217020A

    专利类型

  • 公开/公告日2016-12-22

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP20150103824

  • 发明设计人 YONEZAWA KENJI;MIZUKOSHI KAZUAKI;

    申请日2015-05-21

  • 分类号E04C3/20;E04B1/20;

  • 国家 JP

  • 入库时间 2022-08-21 13:58:58

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