首页> 外国专利> METHOD MAKING PRESTRESSED CONCRETE/STEEL COMPOSITIVE GIRDER AND METHOD CONSTRUCTING THE GIRDER BRIDGE USING PRESTRESSED CONCRETE/STEEL COMPOSITIVE GIRDER

METHOD MAKING PRESTRESSED CONCRETE/STEEL COMPOSITIVE GIRDER AND METHOD CONSTRUCTING THE GIRDER BRIDGE USING PRESTRESSED CONCRETE/STEEL COMPOSITIVE GIRDER

机译:预应力混凝土/钢组合梁的制造方法及采用预应力混凝土/钢组合梁的桥梁施工方法

摘要

The present invention discloses prestressed concrete/steel composite girders for inner span and outer span, a method for making the same, and a method for constructing a girder bridge using the same. According to an embodiment of the present invention, the prestressed concrete/steel composite girder for outer span includes an I-shaped steel material connecting an upper flange and a lower flange to each other by a web, lower flange concrete adapted to surround the lower flange, a PS strand tightly embedded into the lower flange concrete to introduce compressive stress, wherein the PS strand includes a first PS strand having both ends fixed to both ends of the lower flange concrete by moving anchorages and a second PS strand having one end fixed to one end of the lower flange concrete by a moving anchorage and the other end fixed to a position spaced inward apart from the other end of the lower flange concrete by a given distance by a fixed anchorage. Further, the method for making the prestressed concrete/steel composite girder for outer span includes the steps of mounting both ends of an I-shaped steel material on a support having a spring constant of a value K or a fixing support allowing a space corresponding to the quantity of deflection of the spring at a position separated by a given distance from a negative moment generation section in a case of the girder for outer span and mounting both ends of the I-shaped steel material on a support having a spring constant of a value K at a position separated by a given distance from both ends thereof in a case of the girder for inner span.
机译:本发明公开了一种用于内跨度和外跨度的预应力混凝土/钢组合梁,其制造方法,以及使用该梁和桥梁的方法。根据本发明的实施例,用于外部跨度的预应力混凝土/钢复合大梁包括工字型钢材,该工字型钢材通过腹板将上凸缘和下凸缘彼此连接,下凸缘混凝土适于包围下凸缘。 PS股,紧紧地嵌入下部法兰混凝土中以引入压应力的PS股,其中PS股包括第一PS股和第二PS股,第二PS股的两端通过移动锚固而固定到下部法兰混凝土的两端下法兰混凝土的一端通过移动锚固装置固定,另一端通过固定锚固装置固定在与下法兰混凝土另一端向内隔开给定距离的位置。此外,制造用于跨度的预应力混凝土/钢复合梁的方法包括以下步骤:将I形钢材的两端安装在弹簧常数为K的支撑件或允许支撑空间对应的固定支撑件上。在用于大跨度的大梁并将I形钢材的两端安装在弹簧常数为a的支架上的情况下,弹簧在与负力矩产生部分相距给定距离的位置处的挠曲量在用于内跨度的大梁的情况下,在距其两端相距给定距离的位置处的K值。

著录项

  • 公开/公告号KR101405040B1

    专利类型

  • 公开/公告日2014-06-27

    原文格式PDF

  • 申请/专利权人 KOO MIN SE;KOO HO WON;

    申请/专利号KR20130103562

  • 发明设计人 KOO HO WON;KOO MIN SE;

    申请日2013-08-30

  • 分类号E01D2;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 15:40:47

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