首页> 外国专利> Method for Making Prestressed Composite Beam Using Concrete-filled Steel Tube Prestressed Composite Beam Using the Method and Built-up Steel Beam for Making Prestressed Composite Beam

Method for Making Prestressed Composite Beam Using Concrete-filled Steel Tube Prestressed Composite Beam Using the Method and Built-up Steel Beam for Making Prestressed Composite Beam

机译:钢管混凝土预应力组合梁的制作方法及组合式预应力组合梁的组合钢梁的制作方法

摘要

PURPOSE: A manufacturing method of a compound prestress composite beam using a concrete filling steel pipe is provided to prevent external damage by preventing the exposure of concrete to the outside, to increase the strength of concrete, to reduce stiffeners of reinforcing bars or distribution bars and to secure simplicity on construction by excluding a concrete form on manufacturing. CONSTITUTION: A manufacturing method of a compound prestress composite beam using a concrete filling steel pipe comprises the steps of: forming a rectangular pipe(22) in a lower flange(21) of an I-shaped beam(20); provoking residue deformation by residual stress and removing load at the state of applying a primary preflection load decided to make maximum bending stress of a shape steel beam below the elastic critical stress; installing a sheath pipe(25) inserting a tendon into the pipe(22) of the lower flange(21); supporting both ends of the I-shaped beam(20) and compressing, placing and curing mobile concrete in the pipe(22) of the lower flange(21) at the state of applying the same secondary preflection load as the primary preflection load; removing the secondary preflection load; and applying third preflection load to increase bending moment of the shape steel beam in 10¯20 percents more than design maximum bending moment by combining with the secondary preflection load by pulling out the tendon inserted into the sheath pipe(25) by and fixing to both ends of the shape steel beam.
机译:目的:提供一种使用混凝土填充钢管的复合预应力复合梁的制造方法,通过防止混凝土暴露于外部,增加混凝土强度,减少钢筋或配电盘的加劲筋来防止外部损坏。通过排除制造中的具体形式来确保结构的简单性。构成:一种使用混凝土填充钢管的复合预应力复合梁的制造方法,包括以下步骤:在I形梁(20)的下凸缘(21)中形成矩形管(22);施加残余预应力以使型钢梁的最大弯曲应力低于弹性临界应力的状态下,由残余应力引起残余变形并消除载荷。安装一根将肌腱插入下法兰(21)的管(22)的护套管(25);支撑I形梁(20)的两端,并在施加与初级挠曲载​​荷相同的次级挠曲载荷的状态下,将活动混凝土压缩,放置和固化在下法兰(21)的管(22)中;消除二次偏折载荷;并施加第三次挠曲载荷,通过将插入套管(25)中的钢筋拉出并固定到两者,并与二次挠曲载荷相结合,使型钢梁的挠曲矩比设计最大挠曲矩增加10%至20%以上。钢梁的两端。

著录项

  • 公开/公告号KR20020008474A

    专利类型

  • 公开/公告日2002-01-31

    原文格式PDF

  • 申请/专利权人 JANG SEOK YUN;

    申请/专利号KR20000041657

  • 发明设计人 JANG SEOK YUN;

    申请日2000-07-20

  • 分类号E01D22/00;

  • 国家 KR

  • 入库时间 2022-08-22 00:31:39

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