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    • 4. 发明专利
    • SURVEYING METHOD
    • JPS57191509A
    • 1982-11-25
    • JP7673181
    • 1981-05-22
    • KUMAGAI GUMI CO LTD
    • YOSHIZAWA KEIZOUSUGANO SADAKATSUNAKANISHI TSUTOMUWADA MASAFUMI
    • G01C3/06G01C1/00G01C3/00G01C15/00G01S1/70G01S17/08
    • PURPOSE:To survey the angle of the displacement of a body to be surveyed from a reference line invariably by providing a detector which has photoelectric converting elements for the four quadrants of an orthogonal coordinate system respectively, and a movable mirror which rotates corresponding to the amount of signals from the detector. CONSTITUTION:A detector 16 which has photoelectric converting elements 18 arranged for the four respective quadrants of an orthogonal coordinate system having an x-coordinate axis and an y-coordinate axis is installed at a reference point O1 on a reference line S1. On a reference line S1 between the detector 16 and a body 14 to be surveyed, a movable mirror 12 rotatable around a horizontal axial line and a vertical axial line is installed. When light emitted from the body to be surveyed strikes the respective photoelectric converting elements of the detector 16 through the movable mirror 12, output signals which correspond to the amounts of light are generated, and the movable mirror 12 rotates around the vertical and horizontal axial lines in accordance with differences in the quantity of a signal, thereby finding the value of the displacement angle of the body 14 from the rotational angle when the difference in the amount of the signal reaches zero.
    • 9. 发明专利
    • POSITION MEASURING INSTRUMENT FOR TUNNEL EXCAVATOR
    • JPS62156516A
    • 1987-07-11
    • JP20049985
    • 1985-09-12
    • KUMAGAI GUMI CO LTDTOOKOO ENG KKTOTO DENKI KOGYO KK
    • SUGANO SADAKATSUHOSODA NOBUMICHIHIRANO MASAKI
    • G01C15/00E21D9/06G01C5/00
    • PURPOSE:To measure the quantity of deflection angle and the quantity of deviation of an excavator with respect to a tunnel by arranging the 1st and the 2nd ray generating means in the rear from the excavator in the tunnel and measuring the position of the excavator from output signals of the 1st and the 2nd television cameras. CONSTITUTION:At the time of excavating, a ray transmission part 16 of a position measuring instrument 10 points the 1st and the 2nd rays 36 and 42 in parallel with the axis of the tunnel 12 in the direction of the excavator 14 by the 1st and the 2nd ray generating means 26 and 28 and the distance between the ray transmission part 16 and a photodetection part 18 is measured by a range finder 30 and its measured value is supplied to a control part 20 via a relay part 22 as a distance signal. In this way, the 1st ray 36 is made incident on the 1st photodetector 58 and the 2nd ray 42 is irradiated on a screen of the 2nd photodetector 62. The photodetection part 18 picks up the 1st ray generating means 26 on image by the 1st television camera 72 and a clinometer 106 measures an angle of rotation of the excavator 14 and supplies a measured value to the control part 20 via the relay part 22. The control part 20 calculates the quantity of deviation and the quantity of deflection angle of the excavator 14 with respect to the tunnel 12.