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    • 21. 发明专利
    • METHOD OF REMOTE SURVEYING DANGEROUS ZONE
    • JPH08166240A
    • 1996-06-25
    • JP33259994
    • 1994-12-13
    • NISHIMATSU CONSTR CO LTDKITSUTAKA KOGAKU KENKYUSHO KK
    • ISHII MASANORIKONISHI TAMOTSUKIKKO KOJI
    • G01C15/00G01S19/43G01S5/14
    • PURPOSE: To provide a method of remote surveying a dangerous zone where continuous surveying can be performed accurately even if it is an ultraremote area or a place that cannot be surveyed directly. CONSTITUTION: A fixed GPS11, a data transceiver 12, and a computer 13 for measurement are installed in a manned fixed station 10, and a mobile GPS21, an automatic tracking type total station 22, an inclinometer 23, an azimuth meter 24, and a data transceiver 25 are mounted on a relay vehicle 20, and a full arc prism 31, an inclinometer 33, an azimuth meter 34, and a data transceiver 35 are mounted on a remote-controlled vehicle 30 for measurement. The relay vehicle 20 is shifted to the vicinity of the work place and is stopped there, and the position of the relay vehicle 20 is measured by static relative measurement where GPS's are fixed in two stations, with the fixed GPS11 whose position is public and the fixed mobile GPS21 so as to seek the position of the automatic tracking type total station 22. Next, the position of a prism is computed by following the full arc prism 31 of the vehicle 30 for measurement with the automatic tracking type total station 22, and the position of the prism is converted into the coordinate of measurement under the measurement vehicle 30 so as to perform measurement.
    • 25. 发明专利
    • Crawler crane, and dam construction method
    • CRAWLER起重机和DAM施工方法
    • JP2006052068A
    • 2006-02-23
    • JP2004235464
    • 2004-08-12
    • Nishimatsu Constr Co Ltd西松建設株式会社
    • KONISHI TAMOTSUKUWABARA TADATAKA
    • B66C23/42E02B7/00
    • PROBLEM TO BE SOLVED: To shorten the construction period, and to reduce the construction cost in placing concrete of a dam body of a medium to small scale.
      SOLUTION: A crawler crane 1 comprises a turning body 3 connected on a traveling body 2, a boom 4 mounted on the turning body 3, and a jib 5 mounted on a tip of the boom 4, and further comprises a rail 7 provided along the jib 5, a trolley 8 movably mounted along the rail 7, and a lifting sling 10 supported by a lifting rope 9 to be elevated/lowered from the trolley 8. A bucket 16 with concrete filled therein is suspended by the sling 10 lowering from the trolley 8, and elevated, the trolley 8 is moved upward of a hopper 12, and the lifting sling 10 is lowered from the trolley 8. Concrete is thrown into the hopper 12 from the bucket 16, the lifting sling 10 is again elevated, the trolley 8 is moved above the bucket conveying position 14, the lifting sling 10 is lowered, and the bucket 16 is returned. The next bucket is hanged by the lifting sling 10 and elevated, moved and lowered above the hopper 12, and concrete is charged into the hopper 12 repeatedly.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:缩短施工期,降低中小型坝体混凝土的施工成本。 解决方案:履带式起重机1包括连接在行进体2上的转动体3,安装在转动体3上的悬臂4和安装在起重臂4的前端上的起重臂5,还包括轨道7 沿着起重臂5设置有沿着轨道7可移动地安装的手推车8和由提升绳索9支撑以从手推车8升降的提升吊索10.具有填充在其中的混凝土的铲斗16被吊索10悬挂 从手推车8下降并升高,手推车8向料斗12向上移动,提升吊索10从手推车8下降。混凝土从铲斗16被投入料斗12,提升吊索10再次 台车8移动到铲斗输送位置14上方,提升吊索10下降,铲斗16返回。 下一个铲斗由提升吊索10悬挂并在料斗12上方升高,移动和降低,混凝土重复装入料斗12。 版权所有(C)2006,JPO&NCIPI
    • 30. 发明专利
    • SURVEYING DEVICE FOR TUNNEL
    • JPH01221613A
    • 1989-09-05
    • JP4849288
    • 1988-03-01
    • NISHIMATSU CONSTR CO LTD
    • WATANABE TORUMASUDA SHUICHIKATANO HIKOICHIKONISHI TAMOTSUKONDOU SOUKAABE TSUTOMU
    • G01C7/06G01C15/00
    • PURPOSE:To survey the position of a digging tip part and a current digging direction by operating a driving source with a voltage difference generated owing to a difference in the photodetection area of projected laser light and using such a displacement gage that the laser light travels in the center of a passage hole at all times. CONSTITUTION:A target automatic tracking laser type transit is provided in a pit at a position whose coordinates are already known. Then when the laser light 12 is passed through the passage hole 14, upper and lower, and right and left facing photoelectric converting bodies 13 generate the output voltage difference according to an irregularity, etc., and a corresponding driving source 16 is operated to move a board 11; and a laser light incidence angle measuring instrument 10 which is so constituted that the laser light 12 travels in the center of the passage hole 14 surveys the positions and directions of a laser light reflection body and a tunnel drilling machine to which this device 10 is fitted. Respective measured values are sent to a control circuit through a signal line and processed to display the result on a display part or control the operation of a tunnel drilling part.