首页> 外国专利> METHOD FOR CALCULATING SHEAR STRENGTH OF REINFORCED CONCRETE BEAM, DESIGN METHOD USING THE SAME, REINFORCED CONCRETE BEAM DESIGNED BY THE DESIGN METHOD, AND STRUCTURE OF REINFORCED CONCRETE BEAM AND FLOOR

METHOD FOR CALCULATING SHEAR STRENGTH OF REINFORCED CONCRETE BEAM, DESIGN METHOD USING THE SAME, REINFORCED CONCRETE BEAM DESIGNED BY THE DESIGN METHOD, AND STRUCTURE OF REINFORCED CONCRETE BEAM AND FLOOR

机译:计算钢筋混凝土梁抗剪强度的方法,使用相同方法的设计方法,通过设计方法设计的钢筋混凝土梁以及钢筋混凝土梁和楼板的结构

摘要

PROBLEM TO BE SOLVED: To appropriately design reinforced concrete beams by computing the sear strength of reinforced concrete beams in which successive pours of concrete of different specified concrete strengths are vertically joined in consideration of the specified concrete strengths of the concrete.;SOLUTION: Design is performed by computing the shear strength of reinforced concrete beams on the basis of the assumption that a reinforced concrete beam has an equivalent specified concrete strength Fce [N/mm2] computed by the expression (1):Fce={Fct×t+Fc1×(D/2-t)}/(D/2) in the case that D/2≥t or the expression (2):Fce=Fct in the case that D/2t according to the size relation between D/2 and t (wherein, the height of the reinforced concrete beam is D [mm]; the specified concrete strength of concrete positioned below is Fc1 [N/mm2]; and the specified concrete strength and height of concrete positioned above are each [N/mm2] and t [mm]).;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:通过计算钢筋混凝土梁的烧灼强度来适当地设计钢筋混凝土梁,在这种钢筋混凝土梁中,考虑到混凝土的特定混凝土强度,将垂直连续加入不同指定混凝土强度的混凝土倒入。在假定钢筋混凝土梁具有等效等效混凝土强度Fc e [N / mm 2 ]计算的假设的基础上,通过计算钢筋混凝土梁的抗剪强度来进行计算通过表达式(1):Fc e = {Fc t &times; t + Fc 1 &times;(D / 2-t)}在D / 2&t;的情况下为/(D / 2)或在D / 2 e = Fc t 根据D / 2与t的尺寸关系(其中钢筋混凝土梁的高度为D [mm];位于下方的混凝土的指定混凝土强度为Fc 1 [N / mm < Sup> 2 ];以及指定的混凝土强度和hei上方的混凝土重量分别为[N / mm 2 ]和t [mm])。;版权所有:(C)2006,日本特许厅

著录项

  • 公开/公告号JP2006225894A

    专利类型

  • 公开/公告日2006-08-31

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP20050038380

  • 发明设计人 MASUDA YASUHIKO;SUGIMOTO KUNIYOSHI;

    申请日2005-02-15

  • 分类号E04C3/20;E04B1/20;

  • 国家 JP

  • 入库时间 2022-08-21 21:55:09

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