首页> 外国专利> PRESTRESSED COMPOSITE GIRDER, CONTINUOUS PRESTRESSED COMPOSITE GIRDER STRUCTURE AND METHODS OF FABRICATING AND CONNECTING THE SAME

PRESTRESSED COMPOSITE GIRDER, CONTINUOUS PRESTRESSED COMPOSITE GIRDER STRUCTURE AND METHODS OF FABRICATING AND CONNECTING THE SAME

机译:预应力组合梁,连续预应力组合梁的结构及其制造和连接方法

摘要

Disclosed herein are a prestressed composite girder with steel plates, a continuous prestressed composite girder structure with steel plates and methods of fabricating and connecting the same. The prestressed composite girder includes shear reinforcing bars and main reinforcing bars, sheaths, sole plates, and steel plates. The shear reinforcing bars and main reinforcing bars are arranged across the prestressed composite girder. The sheaths are adapted to contain steel wires arranged across the prestressed composite girder. The sole plates are placed at ends of the prestressed composite girder and provided with shear connecting members. The steel plates are placed in upper and lower flanges of the prestressed composite girder and provided with shear connecting members.
机译:本文公开了一种具有钢板的预应力复合梁,具有钢板的连续预应力复合梁结构及其制造和连接方法。预应力复合梁包括抗剪钢筋和主钢筋,护套,底板和钢板。剪力筋和主筋布置在预应力复合梁上。护套适于容纳布置在预应力复合梁上的钢丝。底板放置在预应力组合梁的端部并设有剪切连接构件。钢板放置在预应力组合梁的上下凸缘中,并设有剪切连接构件。

著录项

  • 公开/公告号EP1579077A4

    专利类型

  • 公开/公告日2008-10-22

    原文格式PDF

  • 申请/专利权人 KOO MIN SE;

    申请/专利号EP20030782967

  • 发明设计人 PARK YOUNG JE;

    申请日2003-12-24

  • 分类号E01D2/00;

  • 国家 EP

  • 入库时间 2022-08-21 19:58:42

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