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Non-synthetic arch rib for which steel and reinforced concrete were used and the arch bridge construction technique for which this was used

机译:使用钢和钢筋混凝土的非合成拱肋及其使用的拱桥施工技术

摘要

The present invention provides a non-synthetic arch rib composed of steel ribs and reinforced concrete to be used to construct an arch bridge using non-synthesized steel and reinforced concrete without attaching a shear connector to the steel for specific cases of mechanical behavior. And it aims to provide an arch bridge construction method using the same. Non-synthetic arch ribs composed of steel and reinforced concrete according to the present invention for achieving the above object is characterized in that the steel is coated with a certain thickness of the steel, the reinforcement in the concrete. In addition, the arch bridge construction method using a non-synthetic arch rib composed of steel and reinforced concrete according to the present invention for achieving the above object comprises the steps of manufacturing the formwork; Reinforcing steel bars in the formwork; Inserting and fixing steel in the center of the formwork; After placing and curing concrete in the formwork, demoulding the formwork to produce arch ribs; Hardening the arch ribs to the reinforcement girder, and assembling and installing a hanger vertically between the arch ribs and the reinforcement girder, characterized in that consisting of the step of constructing the arch bridge by introducing the initial tension to the hanger.
机译:本发明提供了一种由钢肋和钢筋混凝土组成的非合成拱肋,用于使用非合成钢和钢筋混凝土来建造拱桥,而无需在特定的机械行为情况下将剪切连接器连接到钢上。其目的是提供一种使用该方法的拱桥施工方法。为了实现上述目的,根据本发明的由钢和钢筋混凝土组成的非合成拱肋的特征在于,在钢上涂覆一定厚度的钢筋,即混凝土中的钢筋。另外,为了实现上述目的,根据本发明的使用由钢和钢筋混凝土组成的非合成拱肋的拱桥施工方法包括制造模板的步骤。模板中的钢筋;在模板中心插入和固定钢;在模板中放置并固化混凝土后,将模板脱模以产生拱肋;将拱肋硬化到加强梁上,并在拱肋和加强梁之间垂直地安装和安装吊架,其特征在于,包括通过将初始张力引入吊架来构造拱桥的步骤。

著录项

  • 公开/公告号KR101178255B1

    专利类型

  • 公开/公告日2012-08-29

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20100021222

  • 发明设计人 정상희;

    申请日2010-03-10

  • 分类号E01D4;E04B1/32;

  • 国家 KR

  • 入库时间 2022-08-21 17:07:32

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