首页> 外国专利> CAST-IN-PLACE CONCRETE PILE AND METHOD FOR REDUCING NEGATIVE FRICTION FORCE APPLIED THERETO DUE TO CONSOLIDATIVE GROUND SETTLEMENT

CAST-IN-PLACE CONCRETE PILE AND METHOD FOR REDUCING NEGATIVE FRICTION FORCE APPLIED THERETO DUE TO CONSOLIDATIVE GROUND SETTLEMENT

机译:因地基沉降,现浇混凝土桩及减小其负摩阻力的方法

摘要

PURPOSE: To provide a pile which permits economy-oriented designing and ensures safety after execution of works by reducing the friction force applied plumb downward to a cast-in-place concrete pile from the ground, in which the pile is placed, using a stretchable undulate board even though the ground is not tough and settled, and reducing any extra axial force to be applied to the pile other than the plumb load due to building, etc. ;CONSTITUTION: Metal members 6 having resilience are interposed between hoop rod (reinforcing bars) 4 of a pile cage 2 and a stretchable undulate board 5 having an easy-to-slip outside surface, and the inner and outer ends of each metal member 6 are secured to the hoop rod 4 and undulate board 5 by means of welding, etc., 7, 8. If this type of cast-in-place concrete pile 1 is embedded in the ground, a slip is generated between the ground and undulate board 5 even though the ground is not tough and settled, and therewith the friction force (negative friction) applied downward plumb to the pile 1 can be reduced.;COPYRIGHT: (C)1993,JPO&Japio
机译:用途:提供一种桩,该桩可通过减少可承受铅垂的摩擦力从可承受经济性的设计中进行设计,并通过可拉伸的方式降低从铅垂向下施加到放置在桩上的现浇混凝土桩上的摩擦力即使地面不坚固也不会起伏,并且除了由于建筑物等引起的铅锤载荷外,还减少了施加到桩上的任何额外轴向力。组成:具有弹性的金属构件6插入环杆之间(加固)杆笼4和具有易于滑动的外表面的可伸展的起伏板5,并且每个金属构件6的内端和外端通过焊接固定至环杆4和起伏板5等等,如图7,图8所示。如果将这种现浇混凝土桩1埋入地下,即使地面不坚硬并沉降,地面与起伏板5之间也会产生打滑。摩擦力(负摩擦n)可以减少向下施加到桩1的垂垂度。版权所有:(C)1993,JPO&Japio

著录项

  • 公开/公告号JPH05295727A

    专利类型

  • 公开/公告日1993-11-09

    原文格式PDF

  • 申请/专利权人 KEISAN KOGYO KK;

    申请/专利号JP19920099683

  • 发明设计人 FUJII KEIJI;

    申请日1992-04-20

  • 分类号E02D5/34;E02D5/60;E02D31/00;

  • 国家 JP

  • 入库时间 2022-08-22 05:16:12

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