Laminated rubber building support and vibration damping device
    1.
    发明授权
    Laminated rubber building support and vibration damping device 失效
    层压橡胶建筑支撑和减震装置

    公开(公告)号:US5339580A

    公开(公告)日:1994-08-23

    申请号:US976496

    申请日:1992-11-13

    摘要: A plurality of laminated rubber or rubber-like elastoplastic ring-configured pads vertically stacked and secured together to provide seismic damping for a building structure. The laminated pads include ring-like steel plates or solid disk-like steel plates to form one laminated stage of a multi-stage seismic damping device. A plurality of damping devices are used to support a vibratable mass on a building structure. The combination of stacked ring-configured elastoplastic pads and steel plates provides a damping device having a high lateral deformation capacity with a long period and high resistance to buckling. The damping device is suitable for protecting building structures having long natural periods, such as multi-storied buildings.

    摘要翻译: 多个层叠橡胶或橡胶状弹塑性环配置垫,其垂直地堆叠并固定在一起,以为建筑结构提供地震阻尼。 层压垫包括环状钢板或实心盘状钢板,以形成多级地震阻尼装置的一个层压台。 多个阻尼装置用于支撑建筑物结构上的可振动块。 堆叠的环形弹塑性垫和钢板的组合提供了具有高的横向变形能力的阻尼装置,具有较长的时间和高的抗弯曲能力。 阻尼装置适用于保护具有较长自然周期的建筑结构,如多层建筑物。

    Laminated rubber vibration control device for structures
    2.
    发明授权
    Laminated rubber vibration control device for structures 失效
    用于结构的层压橡胶振动控制装置

    公开(公告)号:US5487534A

    公开(公告)日:1996-01-30

    申请号:US315697

    申请日:1994-09-30

    摘要: A laminated hollow rubber damper with increased buckling strength and lengthened period of vibration. The buckling strength of a hollow laminated rubber damper is increased by making at least the inside or the outside wall of the damper of non-uniform section, such as obtained with an arcuately concave wall. By taking advantage of the improved buckling strength of hollow laminated rubber dampers, both the deformability in a horizontal direction and the period of the damper are increased. The hollow laminated rubber damper may be used as a spring element in an active or passive type vibration control device, or as a supporting device suitable for the protection of structures having long natural periods, such as multi-storied buildings.

    摘要翻译: 具有增加的屈曲强度和延长的振动周期的层压中空橡胶阻尼器。 中空层压橡胶阻尼器的弯曲强度通过至少使至少具有弧形凹壁获得的不均匀截面的阻尼器的内壁或外壁来增加。 通过利用中空层压橡胶阻尼器的改进的屈曲强度,水平方向的变形性和阻尼器的周期都增加。 中空层压橡胶阻尼器可以用作主动或被动型振动控制装置中的弹簧元件,或者可以用作适于保护具有较长自然周期的结构的支撑装置,例如多层建筑物。

    Vibration control device for structure
    3.
    发明授权
    Vibration control device for structure 失效
    振动控制装置结构

    公开(公告)号:US5410845A

    公开(公告)日:1995-05-02

    申请号:US16709

    申请日:1993-02-11

    CPC分类号: E04B1/98 F16F15/02

    摘要: A vibration control device of an active type for a structure comprising a first additional mass body movable relative to the structure; spring means for giving a period to the additional mass body which synchronizes with the natural period of the structure; a second additional mass body supported by and movable relative to the first additional mass body; and drive means for applying a control force between the first and second additional mass bodies in response to a sensed vibrations of an earthquake or the like. Laminated rubber support provides main spring means for synchronizing with the assumed natural period of the structure. Auxiliary spring means, such as laminated rubber or coil springs, is separately provided for fine tuning the period of the device. The responses from the structure are reduced by adjusting the difference between the assumed and actual natural periods of the structure by use of the auxiliary spring means and by providing the control force from the drive means.

    摘要翻译: 一种用于结构的主动型振动控制装置,包括可相对于该结构移动的第一附加质量体; 弹簧意味着给予与结构的自然周期同步的附加质量体的时期; 由第二附加质量体支撑并相对于第一附加质量体可移动的第二附加质量体; 以及驱动装置,用于响应于感测到的地震等振动而在第一和第二附加质量体之间施加控制力。 层压橡胶支撑件提供用于与假定的结构自然周期同步的主弹簧装置。 辅助弹簧装置,如层压橡胶或螺旋弹簧,分别设置用于微调装置的周期。 通过使用辅助弹簧装置并且通过提供来自驱动装置的控制力来调节结构的假定和实际自然周期之间的差异来减小结构的响应。

    Ultra-high multi-story buildings and construction thereof
    5.
    发明授权
    Ultra-high multi-story buildings and construction thereof 失效
    超高层多层建筑及其建筑

    公开(公告)号:US5377465A

    公开(公告)日:1995-01-03

    申请号:US820887

    申请日:1992-03-18

    IPC分类号: E04B1/34 E04H1/00

    CPC分类号: E04B1/3404

    摘要: An extra super multi-story building having one piece of extra super multi-story of about 200 story construction, two pieces of extra super multi-stories of about 150 story construction and one piece of extra super multi-story of about 100 story construction. Each extra super multi-story includes two through four pieces of tower-like super multi-stories of about 50 story construction and of about 50 m in diameter (floor area: about 200 m.sup.2 /story). A sky lobby is provided about every 50 stories connecting the extra super multi-stories. Four shuttle elevators lead from the ground to the sky lobbies, and a sightseeing tower and high-rise garden (sky dome) are provided at the rooftop of the extra super multi-story building. Main facilities such as offices, hotels and residences are arranged in each extra multi-story. In addition, in order to be able to construct the extra super multi-story building, the individual extra super multi-story buildings are monolithically connected with one another by girders every several ten stories, and a space truss is constructed on the outside of each extra super multi-story building.

    摘要翻译: PCT No.PCT / JP91 / 00341 Sec。 371日期:1992年3月18日 102(e)1992年3月18日PCT 1991年3月13日PCT公布。 WO91 / 18161 PCT出版物 日期:1991年11月28日。超级多层建筑有超过200层的超级多层建筑,超过150层的超级多层次的超级多层建筑, 大概100层建筑故事。 每个额外的超级多层楼包括大约50层建筑和直径约50米(占地面积:约200平方米/层)的两层至四层塔式超级多层楼。 每隔50层提供一个天空大厅,连接超级多层次的超级故事。 四座穿梭电梯从地面到天空大堂,另外还有超级多层建筑的屋顶设有观光塔和高层花园(天空圆顶)。 主要设施如办公室,酒店和住宅都安排在每个额外的多层次。 另外,为了能够构建超级多层建筑,个别的超级多层建筑每隔十层就通过大梁相互整体连接起来,并在每个楼层的外面建造一个空间桁架 超级多层建筑。