首页> 外国专利> DEVICE FOR TESTING THE LOAD-BEARING CAPACITY OF CONCRETE-FILLED EARTHEN SHAFTS

DEVICE FOR TESTING THE LOAD-BEARING CAPACITY OF CONCRETE-FILLED EARTHEN SHAFTS

机译:用于测试混凝土填充的EARTHEN轴的承载能力的设备

摘要

Abstract of the DisclosureA device which separately measures the skin friction and the load-bearing capacity of the earth a the bottom of a hole. An expansion deviceis in the bottom of the hole, with a shaft resting on top it. A pressurizedfluid is pumped into the expansion device, via a coaxial pipe and rod, to filland expand it. By observing the movements of the rod and pipe responsive tothe expansion and relative to the ground surface, it is possible to record thepressure versus upward movement of the shaft and the pressure versus downwardmovement of the earth below the bottom of the shaft. The ultimate or maximumskin friction is indicated when the load-upward movement curve plotted from thedata indicates no further increase in load with upward movement. The ultimateend bearing capacity is indicated when the load-downward movement curve in-dilates no further increase in load with downward movement. When the shafthas concrete poured down the hole, the expansion device may be a bellows-like affair with the rod connected to the bottom of the bellows and the pipeconnected to the top. When the shaft is a driven pile, the expansion deviceis a massive piston which can withstand the driving forces.
机译:披露摘要分别测量皮肤摩擦和负荷的设备-大地的承载力是一个洞的底部。扩充装置位于孔的底部,轴放在孔的顶部。加压流体通过同轴管和杆被泵入膨胀装置以填充并扩展它。通过观察杆和管的运动以响应相对于地面的膨胀程度,可以记录压力与轴的向上运动以及压力与向下的运动轴底部以下的地球运动。最终或最大当从数据表明,随着向上运动,负载不再增加。终极的当载荷向下运动曲线在随着向下运动,负载不会进一步增加。当轴将混凝土倒入孔中,膨胀装置可能是波纹管-就像风筒与连接到波纹管底部和管道的杆一样连接到顶部。当井筒是打入桩时,膨胀装置是可以承受驱动力的大型活塞。

著录项

  • 公开/公告号CA1233043A

    专利类型

  • 公开/公告日1988-02-23

    原文格式PDF

  • 申请/专利权人 OSTERBERG JORJ O.;

    申请/专利号CA19850483403

  • 发明设计人 OSTERBERG JORJ O.;

    申请日1985-06-07

  • 分类号G01N3/00;

  • 国家 CA

  • 入库时间 2022-08-22 06:57:12

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