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    • 61. 发明专利
    • Vibration damper
    • 振动阻尼器
    • JP2007271088A
    • 2007-10-18
    • JP2007186104
    • 2007-07-17
    • I2S2:KkTatsuji IshimaruTobishima Corp株式会社i2S2辰治 石丸飛島建設株式会社
    • ISHIMARU TATSUJISHINTANI TAKAHIROKUBOTA MASAHARU
    • F16F15/067F16F15/04
    • PROBLEM TO BE SOLVED: To attenuate mechanical vibrations in three directions by a single damper.
      SOLUTION: An upper section of a first coil 86A inclining toward the left-hand side with a predetermined space and an upper section of a second coil 86B inclining toward the right hand side with a predetermined space are connected with a connection metal piece 80. Further, a lower section of the first coil 86A and a lower section of the second coil 86B are connected with a connection metal piece 82. By inclining a plurality of rings and connecting their upper/lower parts by the connection metal pieces, even if the connection metal pieces move left and right relatively, upper and lower relatively, or back and forth relatively, the rings deform elastically in the three dimensional directions and vibrations of a structure including the connection metal pieces connected are attenuated by restoring forces. Also vibrations caused at the upper or lower parts are isolated (blocked).
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:通过单个阻尼器来衰减三个方向的机械振动。 解决方案:以预定的空间向左侧倾斜的第一线圈86A的上部和以预定的空间朝向右侧倾斜的第二线圈86B的上部与连接金属片 此外,第一线圈86A的下部和第二线圈86B的下部与连接金属片82连接。通过倾斜多个环并通过连接金属片连接其上/下部,甚至 如果连接金属片相对地上下相对地相对地或相对地前后移动,则环在三维方向上弹性变形,并且包括连接金属片连接的结构的振动通过恢复力而衰减。 在上部或下部产生的振动也被隔离(阻塞)。 版权所有(C)2008,JPO&INPIT
    • 63. 发明专利
    • Tiltmeter using fbg optical fiber sensor
    • 使用FBG光纤传感器的倾斜仪
    • JP2007205740A
    • 2007-08-16
    • JP2006021790
    • 2006-01-31
    • Tobishima Corp飛島建設株式会社
    • CHIKAHISA HIROSHIMIWA SHIGERUTSUTSUI MASAYUKIKUMAGAI KOJUTAMURA TAKUYUKIABO TOSHIROSHIOTANI TOMOMOTO
    • G01C9/12G01C9/06
    • PROBLEM TO BE SOLVED: To provide a tiltmeter capable of reducing the number of transmission cables to be laid even in the case that simultaneous measurement over a wide area, extending a transmission maximum distance, and being constituted at inexpensive costs by constituting the tiltmeter of an FBG system (fiber grating system) optical fiber sensor. SOLUTION: The tiltmeter comprises both a measuring part and a fixture. The measuring part is provided with a casing; a weight holding member fixed to a ceiling surface inside the casing and having flexibility; a weight; a first fiber grating part installed on an outer circumferential surface of the weight holding member toward the direction of the axis of the weight holding member; at least one second fiber grating part installed toward the direction of the axis of the weight holding member; and an optical fiber for transmission for transmitting measurement signals from the first fiber grating part and the second fiber grating part. The fixture is used to fix both sides of the first fiber grating part and the second fiber grating part to the weight holding member. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种倾斜仪,即使在大范围同时测量,延长传输最大距离的情况下,也能够减少要铺设的传输电缆的数量,并且通过构成 FBG系统(光纤光栅系统)光纤传感器的倾斜仪。

      解决方案:倾斜仪包括测量部件和夹具。 测量部件设有壳体; 固定在壳体内部的天花板表面上并具有柔性的重量保持构件; 重量 第一光纤光栅部件,其安装在所述重量保持部件的外周面上,朝向所述重量保持部件的轴线方向; 至少一个第二光纤光栅部件,朝向所述重量保持部件的轴线方向安装; 以及用于传输来自第一光纤光栅部分和第二光纤光栅部分的测量信号的光纤。 固定装置用于将第一光纤光栅部分和第二光纤光栅部分的两侧固定到重量保持部件。 版权所有(C)2007,JPO&INPIT

    • 64. 发明专利
    • Cavity filler
    • CAVITY FILLER
    • JP2007197501A
    • 2007-08-09
    • JP2006014882
    • 2006-01-24
    • Tobishima Corp飛島建設株式会社
    • IWAKI KEISUKESUGIURA KIMIOISHIAI NOBUYUKISAKAMOTO AKIO
    • C09K17/10C04B22/08C04B22/14C04B28/02C04B111/70C09K17/02C09K17/08C09K103/00E02D3/12
    • PROBLEM TO BE SOLVED: To provide a cavity filler which can form one or more barriers having steep slopes in a cavity, can save a construction cost and a material cost, and can shorten a construction period.
      SOLUTION: This cavity filler which is injected from the upper end 12 of a cavity 11 to the lower end 13 and is immediately cured in the cavity 11 to form a barrier having a gradient of ≥20% and connected to the upper and lower ends 12, 13 of the cavity 11 is characterized in that the filler is a mixture of the first component comprising a soil material 15, a cement-based solidification material 16 and water 17 with the second component comprising a powder accelerator 18 and water 19.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供可以在腔中形成具有陡峭斜坡的一个或多个障碍物的空腔填料,可以节省施工成本和材料成本,并且可以缩短施工周期。 解决方案:这种空腔填料从空腔11的上端12注入到下端13,并立即在空腔11中固化,形成梯度≥20%的阻挡层,并连接到上层和 空腔11的下端12,13的特征在于,填料是包含土壤材料15,水泥基固化材料16和水17的第一组分的混合物,第二组分包含粉末促进剂18和水19 。版权所有(C)2007,JPO&INPIT
    • 68. 发明专利
    • Instrument for measuring flow direction and flow velocity of ground water
    • 用于测量地下水流动方向和流速的仪器
    • JP2007147500A
    • 2007-06-14
    • JP2005343977
    • 2005-11-29
    • Tobishima Corp飛島建設株式会社
    • KOBAYASHI KAORUMATSUMOTO KAZUNOBUMATSUDA HIROOCHIKAHISA HIROSHIKUMAGAI KOJU
    • G01V9/02G01P13/00
    • Y02A90/32
    • PROBLEM TO BE SOLVED: To provide a ground water flow measuring instrument allowing measurement without being installed to align an axial line of a boring hole with an axial line of a ground water flow direction flow velocity meter, as to the ground water flow direction flow velocity meter of a type of installing, in the boring hole, a "cord or rod" or the like serving as a mark capable of obtaining a motion by a flow direction and a flow velocity of ground water so as to obtain the flow direction and the flow velocity of the ground water indicating a complicated behavior in the boring hole. SOLUTION: This instrument is the ground water flow direction flow velocity measuring instrument provided with the boring hole, the flow direction flow velocity meter for the ground water, and an attaching member, and not required to be installed to align the axial line of the boring hole with the axial line of the ground water flow direction flow velocity meter, and the flow direction flow velocity meter for the ground water can measure the accurate flow direction and flow velocity of the ground water, without being installed to align the axial line of the flow direction flow velocity meter for the ground water on the axial line of the boring hole. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种地下水流量测量仪器,其允许测量而不安装以使钻孔的轴线与地下水流动方向流速计的轴线对准地下水流 方向流速计,一种在钻孔中安装的“绳索或杆”等作为能够通过流动方向获得运动的标记和地下水的流速,从而获得流动 方向和地下水的流速表明钻孔中的复杂行为。

      解决方案:该仪器是配有钻孔的地下水流动方向流速测量仪,地下水流量方向流速计和安装构件,不需要安装以对齐轴线 的钻孔与地下水流动方向流速计的轴线,地下水的流向流速计可以测量地下水的精确流动方向和流速,而不用安装以对齐轴向 镗孔轴线上的地下水流动方向流速计线。 版权所有(C)2007,JPO&INPIT

    • 69. 发明专利
    • Steel pipe driving method and steel pipe driving tool
    • 钢管驱动方法和钢管驱动工具
    • JP2007132091A
    • 2007-05-31
    • JP2005326257
    • 2005-11-10
    • Tobishima Corp飛島建設株式会社
    • YANAGIMORI YUTAKAKUROSAKA SOSUKENAKAJIMA MASARUKAWABATA YASUOHOTTA TOSHIAKI
    • E21B10/60E21D9/04
    • PROBLEM TO BE SOLVED: To provide a driving tool which is improved in the discharge efficiency of excavation chips, and to provide a steel pipe driving method which is high in efficiency, low in cost, and positively prevents the formation of excessively loosening areas and cavities of the natural ground around a steel pipe by using the driving tool.
      SOLUTION: The steel pipe driving tool is formed of a steel pipe c, a rod a inserted into the steel pipe c, and an excavation bit b attached to the front end of the rod a via a bit joint f. According to the structure of the steel pipe driving tool, a central passage α is secured in an inner pipe e of the rod a, an annular passage β is secured outside the inner pipe e, and a discharge passage γ is secured outside the rod a and the bit joint f. Further, the bit joint f forms a communication hole making a flushing hole 55 opened in the front surface of the bit b communicate with the central passage α of the rod a, and a reverse blow hole 50' communicating with the annular passage β and opened in the discharge passage γ in a diagonally rearward direction. The steel pipe driving method is implemented by using the steel pipe driving tool.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种提高挖掘屑的排出效率的驱动工具,提供效率高,成本低的钢管驱动方法,并且可以防止过度松动的形成 通过使用驱动工具在钢管周围的自然地面的区域和空腔。 解决方案:钢管驱动工具由钢管c,插入钢管c中的杆A和通过钻头接头f附接到杆a的前端的挖掘钻头b形成。 根据钢管驱动工具的结构,中心通道α固定在杆a的内管e中,环形通道β固定在内管e的外侧,排出通道γ固定在外 杆a和钻头关节f。 此外,钻头接头f形成连通孔,使得在钻头b的前表面中敞开的冲洗孔55与杆a的中心通道α连通,反向气孔50'与环形通道 β,并且在对角后方向上在排出通道γ中开口。 钢管驱动方法采用钢管驱动工具进行。 版权所有(C)2007,JPO&INPIT
    • 70. 发明专利
    • Displacement measurement device and system
    • 位移测量装置和系统
    • JP2007114176A
    • 2007-05-10
    • JP2006004556
    • 2006-01-12
    • Tobishima Corp飛島建設株式会社
    • CHIKAHISA HIROSHIMIWA SHIGERUTSUTSUI MASAYUKIKUMAGAI KOJUABO TOSHIROTAMURA TAKUYUKIMATSUDA HIROOSHIOTANI TOMOMOTOMOTOYAMA HIROSHI
    • G01C15/00E02D17/20G01B11/00
    • PROBLEM TO BE SOLVED: To provide a displacement measurement device and a displacement measurement system inexpensively constructible and capable of accurately measuring three-dimensional displacement of an optional point in the ground, for example, only by an optical fiber sensor of a FBG system (fiber grating method). SOLUTION: This displacement measurement device includes a flexible rod-shaped measurement base body, a pair of first fiber grating parts installed in two positions, which are symmetric to each other in the axial direction of the rod-shaped measurement base body, on the outer circumferential face of the rod-shaped measurement base body, a second fiber grating parts arranged in two positions symmetric in the axial direction of the rod-shaped measurement body in the position turned around the axis of the rod-shaped measurement base body from the installation positions of the first fiber grating parts, a measurement part having optical fibers connecting the first fiber grating parts and the second grating parts together, and fixing apparatuses fixing the optical fibers on both sides of the fiber grating parts. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供廉价可构造的位移测量装置和位移测量系统,能够精确地测量地面中可选点的三维位移,例如仅由FBG的光纤传感器 系统(光纤光栅法)。 解决方案:该位移测量装置包括柔性棒状测量基体,安装在杆状测量基体的轴向彼此对称的两个位置的一对第一光纤光栅部分, 在杆状测量基体的外周面上,在杆状测量体的轴线方向上相对于杆状测量体的轴向对称配置的第二光纤光栅部件, 从第一光纤光栅部件的安装位置,将具有将第一光纤光栅部分和第二光栅部分连接在一起的光纤的测量部件和将光纤固定在光纤光栅部件两侧的固定装置。 版权所有(C)2007,JPO&INPIT