首页> 外国专利> COMBINATION PILE HAVING A CAST IN PLACE CONCRETE PILE COMBINED WITH A PHC OR STEEL PILE AND THE CONSTRUCTION METHOD USING THE SAME

COMBINATION PILE HAVING A CAST IN PLACE CONCRETE PILE COMBINED WITH A PHC OR STEEL PILE AND THE CONSTRUCTION METHOD USING THE SAME

机译:PHC或钢桩结合的现浇混凝土桩组合桩及施工方法

摘要

PURPOSE: A composite pile composed of a cast-in-place pile and a buried pile and a construction method thereof are provided to improve the bearing capacity of a cast-in-place pile by introducing an IGM ground theory, and to heighten constructability and to construct economically by securing the quality of manufactured goods and promoting the improvement of constructability simultaneously. CONSTITUTION: A composite pile(100) composed of a cast-in-place pile and a buried pile contains: a cast-in-place pile portion(110) formed on the lower part and provided with a reinforcement cage(114) inserted to a hole formed in the ground and concrete surrounding the reinforcement cage in the hole; a buried pile portion(130) formed on the upper part and including a pre-tensioned spun high strength concrete pile or a steel pipe pile which is opened upward; and a connector(160) connecting the top of the cast-in-place pile portion and the bottom of the buried pile portion integrally and including a pressure plate(162) dispersing the concentrated load caused by the buried pile portion equally to the whole surface of the cast-in-place pile portion.
机译:目的:提供一种由现浇桩和埋入桩组成的复合桩及其施工方法,通过引入IGM基础理论来提高现浇桩的承载力,并提高可施工性和可塑性。通过确保制成品的质量和促进可施工性的提高来经济地进行施工。组成:由现浇桩和埋桩组成的复合桩(100),包括:下部形成的现浇桩部分(110),并设有插入其中的钢筋笼(114)在地面上形成孔,并围绕该孔中的钢筋笼形成混凝土;上部形成有埋桩部分(130),该埋桩部分包括向上张开的预应力旋转高强度混凝土桩或钢管桩。连接器(160)一体地连接现浇桩部分的顶部和埋桩部分的底部,并且包括压板(162),该压板将由埋桩部分引起的集中载荷平均地分散到整个表面上。灌注桩部分的

著录项

  • 公开/公告号KR101039554B1

    专利类型

  • 公开/公告日2011-06-09

    原文格式PDF

  • 申请/专利权人 LEE SEUNG SOO;HAKYONG ENGINEERING CO. LTD.;

    申请/专利号KR20100110540

  • 发明设计人 LEE SEUNG SOO;

    申请日2010-11-08

  • 分类号E02D5/50;

  • 国家 KR

  • 入库时间 2022-08-21 17:50:11

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