公开(公告)号：US20190112775A1

公开(公告)日：2019-04-18

申请号：US16172717

申请日：2018-10-26

申请人： Massachusetts Institute of Technology

发明人： Robert W. Haupt ,  Mordechai Rothschild ,  Vladimir Liberman ,  Charles G. Doll, JR. ,  Shaun R. Berry

IPC分类号： E02D5/22 ,  E04H9/02 ,  E02B17/00

CPC分类号： E02D5/22 ,  E02B17/0017 ,  E04H9/021 ,  E04H2009/026

摘要： An elastic wave damping structure can include a structural arrangement of at least two elements, each with an inner volume and containing a medium resistant to passage of an elastic wave. Example elements can be earth boreholes or water pylons. The structural arrangement can taper from an upper aperture to a lower aperture, the structural arrangement defining a protection zone at the upper aperture. The structural arrangement can be configured to attenuate power from the anticipated elastic wave within the protection zone relative to power from the anticipated elastic wave external to the protection zone. A grouping may include elements that form acute or obtuse angles with a direction of an elastic wave to attenuate wave power. High-value buildings or other structure in a protection zone on land or in water can be substantially shielded from seismic or water waves.

公开(公告)号：US20180119444A1

公开(公告)日：2018-05-03

申请号：US15561098

申请日：2016-03-24

申请人： Vincenzo CASA

发明人： Vincenzo CASA

IPC分类号： E04H9/02

CPC分类号： E04H9/023 ,  E04H2009/026

摘要： A seismic device for insulating buildings comprises a group of at least three plates (1, 2, 3) overlapping each other and having respective faces facing each other shaped to define, between each pair (1, 2; 2, 3) of facing plates, at least one pair of channels (12). Each channels (12) house at least one roller (5, 6) adapted to allow relative sliding in a horizontal plane of the plates (1, 2, 3) for the absorption of horizontal oscillations produced by an earthquake. The channels (12) between the lower plate (1) and the intermediate plate (2) have a development direction orthogonal with respect to the channels (12) defined between the intermediate plate (2) and the top plate (3) of the group. Elastic damping means are also provided and arranged below the group of plates (1, 2, 3) and comprise a plurality of cushions (9) inflated to a predetermined controlled pressure and arranged below the lower plate (1) to raise said group from the ground and absorb the load and the vertical oscillations produced by the earthquake.

公开(公告)号：US20170321444A1

公开(公告)日：2017-11-09

申请号：US15658226

申请日：2017-07-24

申请人： Arx Pax Labs, Inc.

发明人： D. Gregory Henderson

IPC分类号： E04H9/02 ,  E04H9/14 ,  E04B1/98 ,  E02D27/52 ,  E02D27/34

CPC分类号： E04H9/021 ,  E02D27/34 ,  E02D27/52 ,  E04B1/985 ,  E04H9/028 ,  E04H9/145 ,  E04H2009/026

摘要： A three part foundation system for supporting a building is described. Three part foundation systems can include a containment vessel, which constrains a buffer medium to an area above the containment vessel, and a construction platform. A building can be built on the construction platform. In a particular embodiment, during operation, the construction platform and structures built on the construction platform can float on the buffer medium. In an earthquake, a construction platform floating on a buffer medium may experience greatly reduced shear forces. In a flood, a construction platform floating on a buffer medium can be configured to rise as water levels rise to limit flood damage.

公开(公告)号：US20160333576A1

公开(公告)日：2016-11-17

申请号：US14545490

申请日：2015-05-11

申请人： Larry Bowlus ,  Randy Bowlus ,  Heidi Bowlus ,  Connor Bowlus ,  Monika Bowlus ,  Katherine Kazell ,  Ambrosia Romig

发明人： Larry Bowlus ,  Randy Bowlus ,  Heidi Bowlus ,  Connor Bowlus ,  Monika Bowlus ,  Katherine Kazell ,  Ambrosia Romig

IPC分类号： E04B1/98 ,  E04H9/02

CPC分类号： E04H9/021 ,  E04B1/985 ,  E04H2009/026

摘要： Seismic base isolation and energy dissipation device using a plurality of multi-walled swing plate's that are placed on many central walls that are attached to a base support structure. This arrangement creates a strong load bearing multi-walled swing beam that moves in true pendulum fashion. This system is placed between the structural load and its foundation. This seismic wave base isolation system has the purpose of absorbing seismic wave displacement energy in all directions. This unique design can scale up for very large and heavy loads or scale down to protect sensitive cargo and equipment from destructive motion. The multi-walled swing plates inside the multi-walled swing beam will provide support and absorption of motion by moving as a pendulum and therefore redirecting and dissipating seismic energy. This invention is particularly suited to reduce the initial shock of horizontal ground displacement. This system has a simple design shape and is therefore inexpensive to construct, is easy to engineer and deploy, it requires no uncommon material and requires very little maintenance or advanced electronics.

摘要翻译： 使用多个多壁摆动板的地震基座隔离和能量消散装置，其放置在连接到基座支撑结构的许多中心壁上。 这种安排创造了一个强大的承重多壁摆动梁，以真正的摆锤方式移动。 该系统位于结构载荷和基础之间。 该地震波基隔离系统的目的是吸收各方向的地震波位移能量。 这种独特的设计可以扩展到非常大和重的负载或缩小，以保护敏感的货物和设备免受破坏性的运动。 多壁摆动梁内的多壁摆动板将通过作为摆锤移动并因此重定向和消散地震能量而提供支撑和吸收运动。 本发明特别适用于减少水平地面位移的初始冲击。 该系统具有简单的设计形状，因此构造便宜，易于工程和部署，不需要不常见的材料，并且需要很少的维护或高级电子元件。

公开(公告)号：US20150308138A1

公开(公告)日：2015-10-29

申请号：US14792194

申请日：2015-07-06

申请人： Arx Pax, LLC

发明人： D. Gregory HENDERSON

IPC分类号： E04H9/02 ,  E04B1/98 ,  E04H9/14

CPC分类号： E04H9/021 ,  E02D27/34 ,  E02D27/52 ,  E04B1/985 ,  E04H9/028 ,  E04H9/145 ,  E04H2009/026

摘要： A three part foundation system for supporting a building is described. Three part foundation systems can include a containment vessel, which constrains a buffer medium to an area above the containment vessel, and a construction platform. A building can be built on the construction platform. In a particular embodiment, during operation, the construction platform and structures built on the construction platform can float on the buffer medium. In an earthquake, a construction platform floating on a buffer medium may experience greatly reduced shear forces. In a flood, a construction platform floating on a buffer medium can be configured to rise as water levels rise to limit flood damage.

摘要翻译： 描述了支持建筑物的三部分基础系统。 三部分基础系统可以包括一个容纳容器，其将缓冲介质约束到容纳容器上方的区域，以及一个施工平台。 建筑物可以建在平台上。 在特定实施例中，在操作期间，构建在施工平台上的施工平台和结构可浮在缓冲介质上。 在地震中，漂浮在缓冲介质上的施工平台可能会经历大大降低的剪切力。 在洪水中，漂浮在缓冲介质上的建筑平台可以配置为随着水位上升而上升，以限制洪水的破坏。

公开(公告)号：US20140325922A1

公开(公告)日：2014-11-06

申请号：US13874921

申请日：2013-05-01

申请人： Elwha LLC

发明人： Jeffrey A. Bowers ,  Alistair K. Chan ,  Bran Ferren ,  W. Daniel Hillis ,  Roderick A. Hyde ,  Cameron A. Myhrvold ,  Conor L. Myhrvold ,  Nathan P. Myhrvold ,  Tony S. Pan ,  Clarence T. Tegreene ,  Lowell L. Wood,, JR.

IPC分类号： E04B1/98 ,  E04H9/02

CPC分类号： E04B1/985 ,  E04H9/02 ,  E04H2009/026

摘要： A fluid transport system for actively damping oscillations of a structure affixed to a ground surface is disclosed. The system includes a pipe defining a flow path, a driver in fluid communication with the pipe and configured to provide a fluid flow through the pipe, and a controller. The controller is programmed to send a fluid flow command signal in response to an event signal indicating an oscillation event.

摘要翻译： 公开了用于主动地阻尼固定在地表面上的结构的振动的流体输送系统。 该系统包括限定流路的管道，与管道流体连通并被配置为提供流过管道的流体流动的驱动器和控制器。 控制器被编程为响应于指示振荡事件的事件信号发送流体流动命令信号。

公开(公告)号：US08777519B1

公开(公告)日：2014-07-15

申请号：US13843914

申请日：2013-03-15

申请人： Arx Pax, LLC

发明人： D. Gregory Henderson

IPC分类号： E02D27/34 ,  E04H9/02

CPC分类号： E04H9/021 ,  E02D27/34 ,  E02D27/52 ,  E04B1/985 ,  E04H9/028 ,  E04H9/145 ,  E04H2009/026

摘要： A three part foundation system for supporting a building is described. Three part foundation systems can include a containment vessel, which constrains a buffer medium to an area above the containment vessel, and a construction platform. A building can be built on the construction platform. In a particular embodiment, during operation, the construction platform and structures built on the construction platform can float on the buffer medium. In an earthquake, a construction platform floating on a buffer medium may experience greatly reduced shear forces. In a flood, a construction platform floating on a buffer medium can be configured to rise as water levels rise to limit flood damage.

摘要翻译： 描述了支持建筑物的三部分基础系统。 三部分基础系统可以包括一个容纳容器，其将缓冲介质约束到容纳容器上方的区域，以及一个施工平台。 建筑物可以建在平台上。 在特定实施例中，在操作期间，构建在施工平台上的施工平台和结构可浮在缓冲介质上。 在地震中，漂浮在缓冲介质上的施工平台可能会经历大大降低的剪切力。 在洪水中，漂浮在缓冲介质上的建筑平台可以配置为随着水位上升而上升，以限制洪水的破坏。

公开(公告)号：US20130145703A1

公开(公告)日：2013-06-13

申请号：US13374069

申请日：2011-12-12

申请人： Yutaka Tomoyasu ,  Yoshioki Tomoyasu

发明人： Yutaka Tomoyasu ,  Yoshioki Tomoyasu

IPC分类号： E04B1/98 ,  E04H9/02

CPC分类号： E04H9/023 ,  E04H2009/026

摘要： The invention is directed to develop for the construction method for strong resistance to the earthquake according to new architecture rationale which all construction for building should be founded on the platform to be moved in alignment with the movement of the earthquake eliminating any piles to drive into the earth to adhere and building materials to combine each other firmly, by means of converting the vibration energy of the earthquake into the kinetic energy either to run idle the balls or to operate the up and down movement of the cylinder applied to the pile as the leg of the building rested on the ground in alignment with the movement of earthquake to deteriorate efficiency of transmissibility or to consume away for vibration energy of the earthquake as much as possible from an architectural point of view, it were just like idling operation as if car tires have sunk into sand.

摘要翻译： 本发明旨在根据新的架构理念开发出具有较强抵抗地震能力的施工方法，所有这些建筑理念均应建立在与地震移动平台相一致的平台上，从而消除任何堆放入 通过将地震的振动能量转化为动能来运行空闲的球体，或者将施加到桩上的气缸的上下运动作为腿部进行操作，从而使粘土和建筑材料牢固地结合在一起 的建筑物在地面上与地震的运动保持一致，从建筑的角度尽可能地降低了传播效率，或者尽可能地消耗了地震的振动能量，就像空闲的操作一样，如果汽车轮胎 已经沉入沙滩

公开(公告)号：US07290374B2

公开(公告)日：2007-11-06

申请号：US10791423

申请日：2004-03-02

申请人： Sung Won Yoon ,  Young Kyu Ju ,  Dae Kon Kim

发明人： Sung Won Yoon ,  Young Kyu Ju ,  Dae Kon Kim

IPC分类号： E04H9/02 ,  E04H9/14 ,  F16F15/023

CPC分类号： E04H9/02 ,  E04H2009/026

摘要： A vibration control apparatus using a water tank, which is installed at the uppermost floor of a tall building, the water tank being formed at the inner wall surface thereof with horizontal protrusions. In order to improve a vibration attenuation rate in a horizontal direction within the water tank, the water tank is installed with vertical wire meshes therein, and the horizontal protrusions serve to improve a vibration attenuation rate in a vertical direction.

摘要翻译： 一种使用水箱的振动控制装置，其安装在高层建筑物的最上层，水箱在其内壁表面形成有水平突起。 为了提高水箱内的水平方向的振动衰减率，水箱中安装有垂直的网状网，水平突起用于提高垂直方向的振动衰减率。

公开(公告)号：US20070108002A1

公开(公告)日：2007-05-17

申请号：US11653355

申请日：2007-01-16

申请人： Masami Mochimaru ,  Sumio Kawaguchi ,  Mitsuru Miyazaki ,  Akio Suzuki

发明人： Masami Mochimaru ,  Sumio Kawaguchi ,  Mitsuru Miyazaki ,  Akio Suzuki

IPC分类号： F16F9/00

CPC分类号： F16F9/103 ,  E04H2009/026 ,  F16F9/303

摘要： A damper (7) includes a hollow outer elongated body (21) formed of a cylindrical member; a hollow inner elongated body (22) similarly formed of a cylindrical member; a viscous body (26) disposed in a cylindrical gap (25) between an inner surface (23) of the elongated body (21) and an outer surface (24) of the elongated body (22) in such a manner as to be in contact with the inner surface (23) and the outer surface (24) of these elongated bodies (21 and 22), respectively; rectangular attaching plate members (31 and 32) which are respectively secured to a closed-side other end portion (29), in an axial direction (X), of the elongated body (21) having one end portion (28) on an open end (27) side and to a closed-side one end portion (30) of the elongated body (22), respectively; and a holding means (33) for holding the gap (25) between the inner surface (23) of the elongated body (21) at the one end portion (28) of the elongated body (21) and the outer surface (24) of the elongated body (22).

摘要翻译： 阻尼器（7）包括由圆柱形构件形成的中空外部细长体（21）; 类似地由圆柱形构件形成的中空的内部细长体（22）; 以细长体（21）的内表面（23）和细长体（22）的外表面（24）之间的方式设置在圆柱形间隙（25）中的粘性体（26） 分别与这些细长体（21和22）的内表面（23）和外表面（24）接触; 在具有一个端部（28）的细长主体（21）的轴向（X）上分别固定在闭合侧另一端部（29）上的矩形安装板构件（31和32）处于打开状态 端部（27）侧和细长主体（22）的封闭侧一端部（30）; 以及用于在所述细长体（21）的一个端部（28）与所述外表面（24）之间的所述细长体（21）的内表面（23）之间保持所述间隙（25）的保持装置（33） 的细长体（22）。