首页> 外国专利> CONTINUOUS STRONG SYNTHESIS FORMED BRIDGE PRODUCED USING TEMPERATURE STRESS AND CONSTRUCTION METHOD THEREOF

CONTINUOUS STRONG SYNTHESIS FORMED BRIDGE PRODUCED USING TEMPERATURE STRESS AND CONSTRUCTION METHOD THEREOF

机译:温度应力连续强合成型桥梁的制作方法

摘要

PURPOSE: The construction method of a continuous strong synthesis formed bridge is provided to prevent the horizontal crack by generating the oppressed stress on a bottom plate by giving the temperature gradient on a strong beam after/before constructing the bottom plate. CONSTITUTION: The construction method of a continuous strong synthetic formed bridge contains the steps of: establishing a continuous strong beam in every specific time interval; providing the heat source to have the temperature gradient covering the continuous upper/lower part of the strong beam; synthesizing by establishing and curing the bottom plate concrete on the continuous strong beam by removing the artificial temperature gradient by the heat source; compensating the tension stress generated on the concrete bottom plate by an additional dead load and active load by the oppressed stress generated at the same time on the concrete bottom plate and on the synthetic strong beam upper part by removing the artificial temperature gradient formed on the strong beam to reduce the steel reinforcing amount, to simplify the production process.
机译:目的:提供一种连续的,牢固的合成成形桥梁的施工方法,以通过在建造底板之前/之后在强梁上施加温度梯度,在底板上产生压应力来防止水平裂缝。组成:连续的强力合成成型桥梁的施工方法包括以下步骤:在每个特定的时间间隔内建立连续的强力梁;提供热源以使其温度梯度覆盖强光束的连续的上部/下部;通过用热源消除人为的温度梯度,在连续的强梁上建立和固化底板混凝土进行合成。通过消除在混凝土底板和合成强梁上部同时产生的压应力,通过附加的静载荷和活动载荷补偿在混凝土底板上产生的拉应力,方法是消除在强力板上形成的人工温度梯度梁减少了钢筋补强量,简化了生产工艺。

著录项

  • 公开/公告号KR20000013197A

    专利类型

  • 公开/公告日2000-03-06

    原文格式PDF

  • 申请/专利权人 KIM SANG HYO;

    申请/专利号KR19980031920

  • 发明设计人 KIM SANG HYO;

    申请日1998-08-05

  • 分类号E01D22/00;

  • 国家 KR

  • 入库时间 2022-08-22 01:46:06

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