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    • 1. 发明专利
    • ADAPTOR AND LOCK FOR EXCAVATING TOOTH
    • JP2002194778A
    • 2002-07-10
    • JP2001361983
    • 2001-11-28
    • ESCO CORP
    • JONES LARREN FEMRICH ROBERT K
    • E02F9/28
    • PROBLEM TO BE SOLVED: To provide an adaptor and a lock for an excavating tooth, enhancing stability for the attachment of a pointed end by providing a supporting surface extended approximately in parallel with the vertical shaft of the excavating tooth. SOLUTION: The adaptor is used for the excavating tooth composed of a rear base end for being fixed for engagement to an excavating blade of an excavator and an end protruding forward for the attachment of an abrasion member. The end, having the vertical shaft and a front end, is defined by a pair of convergent walls, which are tapered toward the front end, a pair of side walls, a plurality of the first supporting surfaces, which are extended approximately in parallel with the vertical shaft, and a plurality of the second supporting surfaces extended approximately in parallel with the vertical shaft. An interval between the first supporting surface and the vertical shaft is made wider than an interval between the second supporting surface and the vertical shaft. Additionally, each of the first supporting surfaces is located between one of the convergent walls and one of the side surfaces.
    • 2. 发明专利
    • SUBSIDENCE MEASURING METHOD
    • JPH11173842A
    • 1999-07-02
    • JP36221297
    • 1997-12-11
    • TOYOKO HERMES KKESCO CORPOHBAYASHI CORP
    • OKUBO ICHIROSUEMATSU KENJIYOSHITAKE TOSHIAKIISO YOSHINOBUTANIGUCHI NOBUHIRO
    • G01C13/00G01C5/04G01D5/42G01D21/00G01L13/06
    • PROBLEM TO BE SOLVED: To improve measurement accuracy, to reduce the diameters of external tubes of a measuring device, to reduce the cost, and to prevent a failure by placing tubular bodies each filled with a fluid in an object to be measured and obtaining the amount of subsidence from the difference of fluid pressure caused by displacement at the time of subsidence. SOLUTION: Tubular bodies each filled with a fluid are placed in an object to be measured, and the amount of subsidence of the object to be measured is obtained by the differences of fluid pressure caused by the displacement of the tubular bodies at the time when the object to be measured subsides. In other words, fill tubes 3 are each filled with the fluid in a fluid tank 5 via branch tubes 31 by actuating a pump 51 and opening a group of solenoid valves 52. As a long tube 8 and a measuring tube 1 are displaced following subsidence at the time when the ground of a building subsides, a displacement occurs in a terminal device 2 in the measuring tube 1. As fluid pressure in the measuring tube 1 is changed consequently, it is possible for fluid pressure measuring devices 4 to read the pressure differences and convert them into the amount of subsidence. As it is possible to obtain the amount of subsidence of the object to be measured directly from the differences of fluid pressure in this way, and since secondary calculation is unnecessary, it is possible to improve the measurement accuracy.