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    • 2. 发明专利
    • Damper for tower like structure
    • 塔式结构阻尼器
    • JP2003278827A
    • 2003-10-02
    • JP2002078847
    • 2002-03-20
    • Ishikawajima Harima Heavy Ind Co Ltd石川島播磨重工業株式会社
    • MUTAGUCHI KATSUOUNO NAUEMON
    • E04H9/02E04H9/14E04H12/00F16F15/02
    • PROBLEM TO BE SOLVED: To make the movement of a weight unrestricted and the entire body of a device compact even when a spring constant or a length of a natural period adjusting spring is changed.
      SOLUTION: A floor frame 5 horizontally protrudes outside a part near the upper end part of a tower like structure. On the floor frame 5, the weight 8 is mounted so as to be horizontally movable. A support base 10 is provided in the lower part of the floor frame 5. The natural frequency adjusting spring 11 is attached between the support base 10 and the weight 8 so as to vertically expand. When the weight 8 moves horizontally, the spring 11 exerts a horizontal component on the weight 8 when the spring 11 is slantwise expanded and restored.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:即使当自然周期调节弹簧的弹簧常数或长度改变时,也使得重量的运动不受限制,并且整个装置的主体紧凑。 解决方案:地板框架5水平地突出在靠近塔状结构的上端部分的部分的外侧。 在地板框架5上,重物8安装成水平移动。 在地面框架5的下部设置有支撑基座10.固定频率调节弹簧11被安装在支撑基座10和重物8之间以便垂直地膨胀。 当重物8水平移动时,弹簧11在弹簧11倾斜扩大并恢复时,在重物8上施加水平分量。 版权所有(C)2004,JPO
    • 3. 发明专利
    • Method for setting characteristic frequency of damping body in damping device
    • 阻尼装置阻尼体特性频率的方法
    • JP2003336683A
    • 2003-11-28
    • JP2002147966
    • 2002-05-22
    • Ishikawajima Harima Heavy Ind Co Ltd石川島播磨重工業株式会社
    • KAZAMA MUTSUHIROSATO FUMIOUNO NAUEMONMUTAGUCHI KATSUO
    • F16F15/02F16F15/06
    • PROBLEM TO BE SOLVED: To perform set value adjusting work with ease for setting the characteristic frequency of a damping body to the characteristic frequency of a structure.
      SOLUTION: In a damping device wherein the damping body 3 is placed on the structure 1 so as to move repeatedly in a horizontal direction, an elastic structure body 12 is installed vertically between the center section and the structure 1 positioned directly below the lower face of the damping body 3 with the damping body 3 positioned at its neutral position. The elastic structure body 12 has a tension coil spring 16 and a connecting rod 18. The connecting rod 18 comprises a rod 18a having a screw section 21a at its lower end, a rod 18b having a screw section 21b whose screw direction is opposite to that of the screw section 21a at its upper end, and a turn buckle 22 screwed with the screw sections 21a and 21b. The characteristic frequency of the damping body 3 is set by adjusting initial tensile force by changing the length of the connecting rod 18 by rotating the turn buckle 22.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:为了将阻尼体的特征频率设定为结构的特征频率,容易进行设定值调整工作。 解决方案:在缓冲装置中,阻尼体3被放置在结构1上以在水平方向上重复移动,弹性结构体12垂直地安装在中心部分和直接位于 阻尼体3的下表面与阻尼体3位于其中立位置。 弹性结构体12具有张力螺旋弹簧16和连杆18.连杆18包括在其下端具有螺旋部分21a的杆18a,杆18b具有螺杆部分21b,螺杆部分21b的螺杆方向与其相反 的螺钉部21a和螺钉部21a,21b旋转。 阻尼体3的特征频率是通过通过旋转带扣22改变连杆18的长度来调节初始拉伸力来设定的。(C)2004,JPO
    • 4. 发明专利
    • Vibration damper
    • 振动阻尼器
    • JP2003322201A
    • 2003-11-14
    • JP2002253573
    • 2002-08-30
    • Ishikawajima Harima Heavy Ind Co Ltd石川島播磨重工業株式会社
    • KAZAMA MUTSUHIROSATO FUMIOUNO NAUEMONMUTAGUCHI KATSUOSHIGA YUJI
    • E04H9/02F16F15/02
    • PROBLEM TO BE SOLVED: To vary a spring constant or elongation stroke of a spring for adjusting characteristic frequency without limiting movement of a vibration damping body.
      SOLUTION: A base frame 11 is installed on a structure 1. Above the base frame 11, the vibration damping body 3 is movably placed through a linear guide mechanism 12. Between the vibration damping body 3 and the structure 1, or between the vibration damping body 3 and an upper part of a support structure 14 raised on the structure 1, the spring 13 for adjusting characteristic frequency is installed, with initial tension given in a vertical direction. As the vibration damping body 3 is moved, the spring 13 is pulled and extended diagonally forward and backward, and horizontal partial force when restored is applied to the vibration damping body 3.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:改变用于调节特性频率的弹簧的弹簧常数或伸长行程,而不限制振动阻尼体的运动。 解决方案:底架11安装在结构1上。在底架11上方,减震体3通过直线导向机构12可移动地放置。在减震体3与结构1之间或者在 振动阻尼体3和在结构体1上升起的支撑结构14的上部,安装用于调节特性频率的弹簧13,其中初始张力在垂直方向上给出。 当减振体3移动时,弹簧13被拉向并向前后方向延伸,并且当恢复时将水平的分力施加到减振体3.版权所有(C)2004,JPO
    • 6. 发明专利
    • Posture controller of tunnel excavator
    • 隧道挖掘机的控制器
    • JPS61104219A
    • 1986-05-22
    • JP22658584
    • 1984-10-27
    • Ishikawajima Harima Heavy Ind Co LtdSato Kogyo Kk
    • KIRITANI YOSHIHARUTAKUBO YUKIMASATAGATA SHIGEYOSHIMUTAGUCHI KATSUO
    • E21D9/06G01C21/00G05D1/08
    • PURPOSE:To construct a tunnel accurately all along a long excavating scheduled distance, by calculating an excavator position in process of the excavating operation, comparing the results with the actual center position of the tunnel and correcting the reference posture angle. CONSTITUTION:An excavator 1 is equipped with a posture angle sensor 11 available for detecting the posture angles in the horizontal as well as vertical directions. After starting of the excavating operation and covering a certain range of work, deviations from the planned excavating line concerning a plurality of points located on the tunnel center line are measured. Then, a regression straight line is obtained by taking average of these deviations statistically with a computer 18. Next, the reference posture angle is determined subtracting angles included by regression straight line, planned excavating line, vertical line from the average posture angle calculated during the course of excavation. Next, the excavator 1 is allowed to propagate with these reference posture angles as the operating guides.
    • 目的:通过计算挖掘作业过程中的挖掘机位置,将结果与隧道的实际中心位置进行比较,校正参考姿势角度,通过长距离挖掘预定距离精确构建隧道。 构成:挖掘机1配备有可用于检测水平方向和垂直方向上的姿势角度的姿势角度传感器11。 在挖掘操作开始并且覆盖一定范围的工作之后,测量与位于隧道中心线上的多个点相关的与计划的挖掘线的偏差。 然后,通过用计算机18统计学这些偏差的平均值来获得回归直线。接下来,基于由回归直线,计划挖掘线,垂直线所包括的角度,从参考姿势角度 挖掘过程 接下来,允许挖掘机1以这些参考姿势角度作为操作引导件传播。