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BRIDGE CONSTRUCTION METHOD USING PREFLEX GIRDER AND INTEGRAL ABUTMENT

机译:基于前梁和整体式支座的桥梁施工方法

摘要

A construction method of a bridge using a preflex girder and an integral abutment is provided to increase constructability, trafficability and usability against deflection and vibration and to make maintenance easy. The construction method of a bridge using a preflex girder and an integral abutment comprises the steps of: integrating I-bearing piles and a primary abutment by driving many I-bearing piles(10) into the ground in a line or pre-boring the ground and laying I-bearing piles, welding a pair of perforated bent plates for connecting two flanges and placing concrete on a primary abutment(22); integrating a secondary abutment and a preflex girder by putting a preflex girder(30) on the concrete of the primary abutment, placing concrete on a bridge deck(40) and placing concrete on a secondary abutment(24) finally; piling up back-filling materials manufactured in the type of a gabion(50) on the rear of an abutment to the appointed height; and constructing an approach slab(60) between the bridge deck and a road(82), putting an expansion joint(72) between the approach slab and the road and installing a sleeper slab(74) under the expansion joint.
机译:提供一种使用预弯梁和一体式桥台的桥梁施工方法,以提高施工性,可通行性和抗挠度和振动性,并易于维护。使用预弯梁和一体式桥台的桥梁施工方法包括以下步骤:通过将许多带I轴承的桩(10)排成一线或打入地下预钻桩,将I形桩和主桥基整合在一起铺设工字形桩,焊接一对用于连接两个法兰的穿孔弯板,并在主基台上浇筑混凝土(22);通过将预弯梁(30)放在主基台的混凝土上,将混凝土放在桥面板(40)上,最后将混凝土放置在第二基台(24)上,将辅助桥台和预弯曲梁集成在一起。将基石后面制造的格宾网(50)制造的回填材料堆积到指定高度;在桥面与道路(82)之间建造引路板(60),在引路板与道路之间设置伸缩缝(72),并在该伸缩缝的下方安装枕木(74)。

著录项

  • 公开/公告号KR100743832B1

    专利类型

  • 公开/公告日2007-07-30

    原文格式PDF

  • 申请/专利权人 CTIPS ENG CO. LTD.;

    申请/专利号KR20060042673

  • 发明设计人 YOU SUNG KUN;KIM YOUNG HO;JUNG JAE HO;

    申请日2006-05-11

  • 分类号E01D19;E01D19/02;E01D21;

  • 国家 KR

  • 入库时间 2022-08-21 20:31:38

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