首页> 外国专利> STEEL COMPOSITE GIRDER USING A BI-PRESTRESSED FOR GIRDER AND BRIDGE CONSTRUCTION METHOD USING THE SAME

STEEL COMPOSITE GIRDER USING A BI-PRESTRESSED FOR GIRDER AND BRIDGE CONSTRUCTION METHOD USING THE SAME

机译:双预应力钢组合梁及梁桥施工方法

摘要

PURPOSE: A twice-prestressed steel composite girder and a manufacturing method thereof are provided to improve the safety and serviceability of a structure by applying compressive and tensile pre-stress. CONSTITUTION: A method for manufacturing a twice-prestressed steel composite girder is as follows. A steel bar(300) is simply supported side by side with a lower form installed on the ground. A form encloses a lower flange of the steel bar to place concrete in the lower flange. Reinforcing bars and sheath pipes(700) are placed inside the form, and the concrete is placed into the form. The form is removed, and the steel bar and the concrete are integrated.
机译:目的:提供一种二次预应力钢复合梁及其制造方法,以通过施加压缩和拉伸预应力来提高结构的安全性和可使用性。组成:一种预应力钢复合梁的制造方法如下。一根钢筋(300)可以简单地并排支撑,并在地面上安装一个下部模板。模板围住钢筋的下部凸缘,以将混凝土放置在下部凸缘中。将钢筋和护套管(700)放置在模板内部,并将混凝土放置在模板中。模板被移除,钢筋和混凝土被整合。

著录项

  • 公开/公告号KR20120090884A

    专利类型

  • 公开/公告日2012-08-17

    原文格式PDF

  • 申请/专利权人 KIM CHAN NYOUNG;

    申请/专利号KR20120070642

  • 发明设计人 KIM CHAN NYOUNG;PARK YONG CHAN;

    申请日2012-06-29

  • 分类号E01D2;

  • 国家 KR

  • 入库时间 2022-08-21 17:09:19

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