首页> 外国专利> Impact probe measures instituting soil bearing capacity - is esp for highway formations and has probe driven by mass dropping a fixed distance

Impact probe measures instituting soil bearing capacity - is esp for highway formations and has probe driven by mass dropping a fixed distance

机译:冲击探针可测量土壤的承载力-特别适用于高速公路地层,并通过质量下降固定距离来驱动探针

摘要

The driven probe or penetrometer, is designed to measure the in situ bearing capacity of sandy foundation sub-soil, mainly highway formations, and gives a direct reading of the California bearing ratio when pentration per blow and total penetration are less than 40 mm and 1.2 m respectively, and embodies a probe driven by a mass dropping a fixed distance under gravity. A four legged square base plate (1) is apertured (4) to permit the passage of a vertical rod (5), this latter having a conically pointed (pref 60 deg.) tip (6) and joining a co-axial extension rod (7): the extension bearing a basal collar anvil (8), an upper elastic stop (9) and forming the central guide for a cylindrical sliding mass (10). A calibrated telescopic scale (13, 13) aligns vertically adjacent to the rod (5, 7) and pref the rod divides into smaller componential lengths. If mass=M, drop = h, and probe section = A, then MR/A is between 95 and 105 Kg/cm.
机译:带驱动的探针或渗透仪设计用于测量砂质基础土层(主要是高速公路地层)的现场承载能力,当每次击穿和总穿透量小于40 mm和1.2时,可以直接读取加利福尼亚承载比分别是m,并且体现了由在重力作用下下降一定距离的质量驱动的探针。一个四足的方形基板(1)上开有孔(4),以允许垂直杆(5)通过,该杆具有圆锥形的尖端(优选60度),并与同轴的延伸杆相连。 (7):该延伸部带有基领砧座(8),上部弹性限位器(9),并形成圆柱形滑动块(10)的中央导向装置。校准的伸缩标尺(13、13)垂直于杆(5、7)对齐,然后将杆分成更小的零件长度。如果质量= M,落差= h,探头截面= A,则MR / A为95至105 Kg / cm。

著录项

  • 公开/公告号FR2313673A1

    专利类型

  • 公开/公告日1976-12-31

    原文格式PDF

  • 申请/专利权人 CENTRE RECHERCHES ROUTIERES;

    申请/专利号FR19760017280

  • 发明设计人 JEAN-MARIE KINDERMANS;

    申请日1976-06-08

  • 分类号G01N3/30;E02D1/00;G01N33/42;

  • 国家 FR

  • 入库时间 2022-08-22 23:49:56

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