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METHOD OF REMOVING NEGATIVE FRICTIONAL FORCE FOR CAST-IN-PLACE PILE

机译:消除现浇桩负摩阻力的方法

摘要

PURPOSE:To simply place concrete and securely remove a frictional force, by applying direct current so as for the electric conductive member side to become anode between the electric conductive member attached to the external peripheral of an excavated hole filled with mud water and the steel frame. CONSTITUTION:A circular steel net 16 of an electric conductive member is arranged at the external periphery of an excavated hole 10 formed with suspended mud water 12 of bentonite or the like and a steel frame cage 14 is installed so that the steel frame of the external peripheral does not contact the steel net 16. And direct current is applied between the steel frame cage 14 and the steel net 16 so as for the steel frame 16 to become anode. Then solid particles of bentonite or the like suspended in mud water 12 transfer to the anode steel net 16 side to form a lubricating layer 18 by an electrophoresis phenomenon. When concrete 20 is placed into the excavated hole 10 to bury the steel nets 16, it removes a negative frictional force of a cast-in-place pile due to te lubricating layer 18 between the cast-in-place pile and the inner wall of the excavated hole 10.
机译:目的:通过施加直流电,使导电构件侧成为附着在挖洞充满泥水的孔的外围的导电构件与钢框架之间的阳极,从而简单地放置混凝土并牢固地消除摩擦力。组成:一个导电构件的圆形钢网16布置在一个由膨润土或类似物的悬浮泥水12形成的挖掘孔10的外围,并安装了钢框架笼14,从而使外部的钢框架外围设备不与钢网16接触。在钢架笼14和钢网16之间施加直流电,以使钢架16成为阳极。然后,悬浮在泥水12中的膨润土等的固体颗粒通过电泳现象转移到阳极钢网16侧以形成润滑层18。当将混凝土20放入开挖孔10中以掩埋钢网16时,由于在浇注桩和内壁之间的润滑层18,它消除了浇注桩的负摩擦力。挖洞10。

著录项

  • 公开/公告号JPH02266020A

    专利类型

  • 公开/公告日1990-10-30

    原文格式PDF

  • 申请/专利权人 OHBAYASHI CORP;

    申请/专利号JP19890086659

  • 发明设计人 KIMURA KAORU;

    申请日1989-04-05

  • 分类号E02D5/60;

  • 国家 JP

  • 入库时间 2022-08-22 06:24:39

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