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Bridge deck with stay-in-place precast concrete panel

机译:桥梁面板,预制混凝土面板

摘要

A bridge structure having a semi-cross sectional precast deck panel is provided to improve safety and constructability and to reduce the cost and period of construction by installing a pre-manufactured semi-cross sectional precast deck panel and coupling with cast-in-place concrete strongly and to improve the structural strength of a bridge by preventing crack formation using a bedding member. A bridge structure having a semi-cross sectional precast deck panel comprises the steps of installing plural PC beams(55) or steel beams regularly on a pier or an abutment, installing a semi-cross sectional precast deck panel(60) between the beams, forming a slab on the semi-cross sectional precast deck panel and the beams with cast-in-place concrete and forming a pavement layer(85) with asphalt. Hereon an elastic member(70) for preventing impact generation at the initial installation of the semi-cross sectional precast deck panel and supporting the semi-cross sectional precast deck panel and a bedding member(72) for supporting the semi-cross sectional precast deck panel strongly after adjusting the height of a semi-cross sectional precast deck panel are installed between the beam and the semi-cross sectional precast deck panel to prevent vertical crack formation, and a height adjustment bolt is inserted to a height adjustment hole of the semi-cross sectional precast deck panel to adjust the height of the semi-cross sectional precast deck panel against superelevation, construction error or camber when installing a semi-cross sectional precast deck panel on a beam.
机译:通过安装预制的半截面预制甲板面板并与现浇混凝土结合,提供一种具有半截面预制甲板面板的桥梁结构,以提高安全性和可施工性,并减少建造成本和周期。通过使用垫料防止裂纹形成,从而强烈地改善桥的结构强度。具有半截面预制甲板面板的桥梁结构包括以下步骤:将多个PC梁(55)或钢梁规则地安装在墩台或桥台上,在这些梁之间安装半截面预制甲板(60),在半截面预制甲板面板和梁上用现浇混凝土形成平板,并用沥青形成路面层(85)。此处,用于防止在半截面预制板的初始安装时产生冲击并支撑该半截面预制板的弹性构件(70)和用于支撑该半截面预制板的衬砌构件(72)。调整半截面预制甲板板高度后,在横梁和半截面预制甲板板之间强力安装面板以防止垂直裂缝的形成,并在半截面的高度调节孔中插入一个高度调节螺栓。 -横截面预制甲板面板,用于在梁上安装半横截面预制甲板面板时,防止半横截面预制甲板面板的高度过高,施工误差或外倾角。

著录项

  • 公开/公告号KR100788275B1

    专利类型

  • 公开/公告日2007-12-28

    原文格式PDF

  • 申请/专利权人

    申请/专利号KR20050056886

  • 发明设计人 이종관;

    申请日2005-06-29

  • 分类号E01D19/12;

  • 国家 KR

  • 入库时间 2022-08-21 19:54:25

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