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GIRDER CONSTRUCTION TECHNIQUE BY BUOYANCY

机译:浮力的箱梁施工技术

摘要

PURPOSE: A girder bridge construction method using buoyancy is provided to reduce the size and format height of a cross section by making stress stay on necessary location. CONSTITUTION: A girder bridge construction method using buoyancy is as follows. A steel composite girder(SCG) of a positive moment section is manufactured. The steel composite girder of a negative moment area is manufactured. The steel composite girders of the positive moment section and negative moment area are interlinked. The connected steel composite girders of the positive moment section and negative moment area are on a pier(P) or abutment(A). A cross member and an end beam are established on the steel composite girders of the positive moment section and negative moment area.
机译:目的:提供一种使用浮力的梁桥施工方法,以通过使应力停留在必要的位置上来减小横截面的尺寸和形态高度。构成:采用浮力的箱梁桥施工方法如下。制造了正弯矩截面的钢组合梁(SCG)。制造负弯矩面积的钢制复合梁。正弯矩区和负弯矩区的钢组合梁相互连接。正弯矩区和负弯矩区的相连钢组合大梁位于墩台(P)或桥台(A)上。在正弯矩区域和负弯矩区域的钢制组合梁上建立了横梁和端梁。

著录项

  • 公开/公告号KR101027956B1

    专利类型

  • 公开/公告日2011-04-12

    原文格式PDF

  • 申请/专利权人 LEE HA RAN;

    申请/专利号KR20100049627

  • 发明设计人 LEE HA RAN;

    申请日2010-05-27

  • 分类号E01D21;E01D2;

  • 国家 KR

  • 入库时间 2022-08-21 17:50:21

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