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    • 3. 发明专利
    • Control system for jib crane
    • JIB起重机控制系统
    • JP2008189446A
    • 2008-08-21
    • JP2007026351
    • 2007-02-06
    • Sanrii:KkTaisei Corp大成建設株式会社株式会社サンリー
    • WATANABE SHOJIITAMI MASACHIKASUGIYAMA SHINJIYOSHIKAWA KAZUHIRO
    • B66C23/94B66C15/04B66C23/88
    • PROBLEM TO BE SOLVED: To provide a control system for a jib crane, capable of securing both workability and safety by changing operation ranges as necessary in accordance with varying of situations and time, and performing three-dimensional control by changing the regulation of the height of a hook.
      SOLUTION: The control system 1 is for regulating the operation range of a tower crane 5. It is provided with measuring means 21a, 21b, and 21c to determine the boom position and the hook height of the tower crane 5, a crane side control part 23 to compute the output from the measuring means, memory parts 24 and 33 to store a plurality of regulation patterns for regulation of the operation range of the boom position in the plane view and the hook height, a regulation changing switch 32 to change the regulation patterns, a monitor 34 to display the boom position on a plan, and the monitor 34 and a speaker 35 to inform the result of comparison of the boom position and the hook height with the regulation pattern.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种用于起重机的控制系统,其能够根据情况和时间的变化根据需要改变操作范围来确保可操作性和安全性,并且通过改变调节来执行三维控制 钩的高度。 解决方案:控制系统1用于调节塔式起重机5的操作范围。设有测量装置21a,21b和21c,以确定塔式起重机5的起重臂位置和吊钩高度,起重机 侧面控制部23计算出测量装置的输出,存储部件24和33,以存储用于调节俯视图中的起重臂位置的操作范围和吊钩高度的多个调节模式,调节切换开关32至 改变调节模式,监视器34在平面上显示动臂位置,以及监视器34和扬声器35,以通知调节模式对吊杆位置和钩高度进行比较的结果。 版权所有(C)2008,JPO&INPIT
    • 5. 发明专利
    • Construction method for shading part
    • JP2004124413A
    • 2004-04-22
    • JP2002286854
    • 2002-09-30
    • Taisei Corp大成建設株式会社
    • MAKINO YOSHIYASUITAMI MASACHIKA
    • E04G21/14
    • PROBLEM TO BE SOLVED: To provide a construction method for a shading part capable of safely and simply constructing the shading part above an opened space of an existing facility.
      SOLUTION: In this construction method for the shading part for constructing the shading part covering a part above the opened space, a first running pedestal 3 is arranged above the opened space, a traveling work base 5 for loading a crane device 6 on the first running pedestal 3 is arranged, and a second running pedestal 4 is arranged adjacent to the first running pedestal 3 by the crane device 6 on the first running pedestal 3. The traveling work base 5 is moved from the first running pedestal 3 to the second running pedestal 4. The first running pedestal 3 is changed and heaped up on the other side face of the second running pedestal 4 by the crane device 6 on the second running pedestal 4. The shading part 7 is built up in a space created by the change of the heaping-up of the first running pedestal 3. The built-up of the shading part 7 in the space created by the repetition of the change of the heaping-up of the first and second running pedestals 3, 4 is repeatedly performed.
      COPYRIGHT: (C)2004,JPO
    • 9. 发明专利
    • CLAMSHELL DEVICE
    • JPH08184071A
    • 1996-07-16
    • JP33870694
    • 1994-12-28
    • TAISEI CORP
    • ITAMI MASACHIKA
    • E02F3/47E02F3/50
    • PURPOSE: To enable excavation and conveyance by installing a clamshell bucket to an expansible shaft suspended to a bearing disk through a trestle, press-fitting the bucket to the ground and excavating the ground and removing soil. CONSTITUTION: A clamshell bucket 13 is moved up to the upper section of a place to be excavated by a shifter 20. Scissors shafts 12 are extended up to an expansion jack 14, and the depth of the clamshell bucket 13 is lowered up to the ground to be excavated. The bucket 13 is opened, and press-fitted to the ground by adjusting jacks 16. The two jacks 16 are adjusted and press- fitting is facilitated at that time. Reaction is received from a bearing disk 40 by a holding jack as required. The bucket 13 is closed, and excavated soil and sand are gripped into the bucket 13. The scissors shafts 12 are shrunk, and the bucket 13 is lifted. The holding jack is contracted, and the bucket is moved up to a position, where soil is discharged, by the shifter 20 and positioned, and soil is discharged. Accordingly, excavation and soil discharge can be automated.