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    • 4. 发明专利
    • Damper and building
    • 阻尼和建筑
    • JP2010266041A
    • 2010-11-25
    • JP2009119904
    • 2009-05-18
    • Takenaka Komuten Co LtdTokyo Institute Of Technology国立大学法人東京工業大学株式会社竹中工務店
    • WADA AKIRAHAMAGUCHI HIROKIYAMAMOTO MASAFUMIHISAIE HIDEOTONO MASAHIKOTANIGUCHI HAJIMETAKEUCHI MITSURU
    • F16F9/54E04H9/02F16F15/023
    • PROBLEM TO BE SOLVED: To provide a damper provided in a layer between a first structure and a second structure moving relatively each other, and capable of returning a piston cylinder to an initial position under the condition where a residual deformation is generated in the layer, and to provide a building having the damper. SOLUTION: This damper 22 is provided between the first structure 12 and the second structure 16 moving relatively each other. The first structure 12 is connected with an end part of a piston rod 28 by a first connection means 36, and the second structure 16 is connected with the cylinder 24 by a second connection means 38. The second connection means 38 can change a position of the cylinder 24 with respect to the second structure 16, to a moving direction of the piston rod 28. The piston rod 28 is thereby returned to the initial position under the condition where the residual deformation is generated in the layer 18, when the residual deformation is generated in the layer 18 between the first structure 12 and the second structure 16. COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种设置在相对移动的第一结构和第二结构之间的层中的阻尼器,并且能够在产生残余变形的条件下将活塞缸返回到初始位置 该层,并提供具有阻尼器的建筑物。 解决方案:该阻尼器22设置在相对移动的第一结构12和第二结构16之间。 第一结构12通过第一连接装置36与活塞杆28的端部连接,第二结构16通过第二连接装置38与气缸24连接。第二连接装置38可以改变位置 气缸24相对于第二结构16移动到活塞杆28的移动方向。因此,当残余变形(18)产生残余变形的情况下,活塞杆28返回初始位置 在第一结构12和第二结构16之间的层18中产生。版权所有:(C)2011,JPO&INPIT
    • 5. 发明专利
    • Method for identifying restoring force characteristics
    • 识别恢复力特征的方法
    • JP2010091339A
    • 2010-04-22
    • JP2008259954
    • 2008-10-06
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • YAMAMOTO MASAFUMIMINEWAKI SHIGEOYONEDA HARUMITONO MASAHIKO
    • G01N3/00E04H9/02F16F1/40F16F15/04
    • PROBLEM TO BE SOLVED: To provide a method for identifying restoring force characteristics which improves the identification accuracy of the restoring force characteristics. SOLUTION: When the restoring force characteristics of a laminated rubber 10 is identified, while the laminated rubber 10 is displaced by applying a force in two horizontal directions, a restoring force F of a member in a displacement position U at each time is separated into a restoring force component F O , directed to a static origin O and a restoring force component F S directed to a movable origin S other than the static origin O. After the restoring force components F O , F S are identified and modeled, the restoring force components F O , F S are combined, and the restoring force characteristic of the laminated rubber 10 is identified. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种用于识别恢复力特性的方法,其提高恢复力特性的识别精度。 解决方案:当确定层压橡胶10的恢复力特性时,通过在两个水平方向施加力来使叠层橡胶10发生位移时,每次位移位置U的构件的恢复力F为 分离成恢复力分量F O ,指向静止原点O和恢复力分量F S ,该恢复力分量指向除了静态原点O之外的可动原点S.之后 识别并建模恢复力分量F O ,F S ,恢复力分量F O ,F S ,并且确定层压橡胶10的恢复力特性。 版权所有(C)2010,JPO&INPIT
    • 9. 发明专利
    • Base isolating construction method for building
    • 基础隔离建筑方法
    • JP2006070582A
    • 2006-03-16
    • JP2004255611
    • 2004-09-02
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • KAKIZAWA TADAHIROMIYAZAKI TAKASHITONO MASAHIKOONO SADATOSHI
    • E04G23/02
    • PROBLEM TO BE SOLVED: To provide a base isolating construction method for a building by which base-isolation of the building is realized easily and economically by eliminating a need for a temporary support structure.
      SOLUTION: Substantially horizontal through holes 2, 3 are formed at positions right above and right below a fitting position 1a of a base-isolating device 10 of a column 1 of the building, respectively. A hydraulic jack 7 is arranged in each of the upper and lower through holes 2, 3 and a long moving plate 4 abutting a sliding face 7a of the hydraulic jack 7 is arranged in a piercing manner. The upper and lower moving plates 4 are fixed to hole walls, respectively. The hydraulic jack 7 is fixed to the other side of each of the hole walls. An axial force borne by the column 1 is transferred to the hydraulic jack 7. The base-isolating device 10 is interposed between the upper and lower moving plates 4 and is moved to the fitting position 1a together with the moving plates 4. A cut block 1a' of the column 1 is pushed out together with the moving plates 4 while the base-isolating device 10 moves forward. After the base-isolating device 10 is positioned at the fitting position 1a, face plates 9 above and below the base-isolating device 10 are integrated with the upper and lower columns 1b.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:提供一种建筑物的基础隔离施工方法,通过消除对临时支撑结构的需要,可以容易且经济地实现建筑物的基础隔离。 解决方案:基本上水平的通孔2,3分别形成在建筑物的柱1的基底隔离装置10的装配位置1a的正上方和右下方的位置处。 在上下通孔2,3中设置有液压千斤顶7,并且以穿孔方式布置了与液压千斤顶7的滑动面7a邻接的长移动板4。 上下移动板4分别固定在孔壁上。 液压千斤顶7固定在每个孔壁的另一侧。 由柱1承受的轴向力被传递到液压千斤顶7.基座隔离装置10介于上下移动板4之间,并与移动板4一起移动到装配位置1a。 当隔离装置10向前移动时,列1的“1a”与移动板4一起被推出。 在基础隔离装置10位于装配位置1a之后,底部隔离装置10的上方和下方的面板9与上部柱体和下部支柱1b成一体。 版权所有(C)2006,JPO&NCIPI