首页> 外国专利> CONSTRUCTION METHOD FOR COMPOSITE SECTION STEEL HAVING MULTI-CONSECUTIVE-CLEAR SPAN TO UNITE BEAM WITH A PIER OF BRIDGE BY MAKING THE SUPPORTING POINT DESCEND AND ASCEND

CONSTRUCTION METHOD FOR COMPOSITE SECTION STEEL HAVING MULTI-CONSECUTIVE-CLEAR SPAN TO UNITE BEAM WITH A PIER OF BRIDGE BY MAKING THE SUPPORTING POINT DESCEND AND ASCEND

机译:通过支撑点下降和上升而具有多连续净跨跨度的统一梁与桥墩的组合梁施工方法

摘要

PURPOSE: A construction method for composite section steel having multi-consecutive-clear span is provided to unite a beam with a pier of a bridge(pier), and to make compressive force to the upper concrete slab and the lower flange of composite section steel while make the supporting point descend and ascend, so that the stability and convenience are improved. CONSTITUTION: In the method, the composite section steel is united with a connection plate(1) by a bolt(2) and then placed on the upside of box section steel(4) which buried preliminarily in the pier. And the composite section steel is connected with a lower flange by welding. A supporting point of the frame is made descend. Thereafter all clear span is concreted and protected till the concrete harden, and then the supporting point is ascended, so that the compressive prestressed force is inducted to the concrete slab in the negative section and to the lower flange in the positive moment section.
机译:目的:提供一种具有多连续净距的复合型钢的施工方法,以将梁与桥墩连接起来,并向复合型钢的上部混凝土板和下部凸缘施加压力同时使支撑点下降和上升,从而提高了稳定性和便利性。组成:在该方法中,复合型钢通过螺栓(2)与连接板(1)结合在一起,然后放置在预先埋入墩中的箱型钢(4)的上方。复合型钢通过焊接与下法兰连接。使框架的支撑点下降。此后,对所有净跨度进行混凝土浇筑并加以保护,直到混凝土硬化为止,然后再升高支撑点,以便将压缩预应力引入负部分的混凝土板和正弯矩部分的下部法兰。

著录项

  • 公开/公告号KR20000058716A

    专利类型

  • 公开/公告日2000-10-05

    原文格式PDF

  • 申请/专利权人 KOO MIN SE;

    申请/专利号KR20000035471

  • 发明设计人 KOO MIN SE;

    申请日2000-06-26

  • 分类号E04C3/26;

  • 国家 KR

  • 入库时间 2022-08-22 01:45:18

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