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公开(公告)号：US06658804B2
公开(公告)日：2003-12-09
申请号：US10045552
申请日：2002-01-10
IPC分类号： E04H902
CPC分类号： E04C5/08 , E04B2/885 , E06B1/38 , E06B3/5427
摘要： A self-bearing curtain wall system is provided, the system including a matrix of unitized kinematically integrated cladding panels flexibly joined to a structural member so as to thereby responsively anchor said matrix of unitized cladding panels. Adjacent cladding panels of the matrix of unitized cladding panels are responsively linked horizontally and vertically for horizontal and vertical rotation. Horizontally adjacent cladding panels of the matrix of unitized cladding panels are responsively joined to a cable type structural member via an anchor fixture, which allows the structural member to move freely along the wall.
摘要翻译： 提供了一种自承式幕墙系统，该系统包括柔性地结合到结构构件的单元化运动学一体化覆层板的矩阵，从而响应地锚定所述单元化覆层板的矩阵。 单位化覆层板矩阵的相邻包层面水平和垂直地进行水平和垂直旋转。 整体式包层板的矩阵的水平相邻的包层板通过锚定固定装置响应地连接到电缆类型的结构构件，这使得结构构件能够沿着壁自由移动。
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公开(公告)号：US06648295B2
公开(公告)日：2003-11-18
申请号：US09970057
申请日：2001-10-02
申请人： Andrew James Herren , Joel Barron
发明人： Andrew James Herren , Joel Barron
IPC分类号： E04H902
CPC分类号： F16F15/0275 , F16F2230/0052
摘要： The present invention relates to an apparatus that will dampen vibration and sound created by heavy machinery, such as metal presses, metal stampers, and HVAC units, as well as limit lateral movement of the heavy machinery based upon a combination of a multiplicity of air springs and rigid cylinders. The present invention provides the simplest method of dampening vibrations and sounds created by heavy machinery. The present invention further prevents lateral movement of the machinery, while simultaneously providing a means to protect such machinery against seismic events by absorbing the seismic forces.
摘要翻译： 本发明涉及一种能够抑制诸如金属压力机，金属压模和HVAC单元等重型机械产生的振动和声音的装置，并且还限制了基于多个空气弹簧的组合的重型机械的横向运动 和刚性圆柱体。 本发明提供了减轻由重型机械产生的振动和声音的最简单的方法。 本发明进一步防止机器的横向移动，同时提供一种通过吸收地震力来保护这种机械免受地震事件的装置。
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公开(公告)号：US06820380B2
公开(公告)日：2004-11-23
申请号：US10658282
申请日：2003-09-10
申请人： Chong-Shien Tsai
发明人： Chong-Shien Tsai
IPC分类号： E04H902
CPC分类号： E04H9/023 , E01D19/04 , E01D19/046
摘要： An improvement in the structure of an anti-shock device utilized for buildings, important structures and bridge structures that are made of a base, a carrier, a slide block, and a plurality of springs. A slip concavity of a sunken round curved recess is respectively formed in the base top surface and in the carrier bottom surface, and an upper slide block member and a lower slide block member are situated between the two slip concavities. One contact surface between the two slide block members and slip concavities is of a curved contour and the other surfaces are indented seating recesses. A spheroid coupling bearing is nested between the two seating recesses and the upper and lower slide block members are held together by the springs. As so assembled, the anti-shock device base is fastened under the columns of a building structure such that the building achieves the objectives of exceptional shock eliminating capability and greater building structure safety.
摘要翻译： 用于由基座，托架，滑块和多个弹簧制成的建筑物，重要结构和桥梁结构的抗冲击装置的结构的改进。 沉没的圆形弯曲凹槽的滑动凹面分别形成在底座顶表面和托架底表面中，并且上滑动块构件和下滑块构件位于两个滑动凹部之间。 两个滑动块构件和滑动凹部之间的一个接触表面是弯曲的轮廓，而另一个表面是凹进的座部凹部。 一个球体联接轴承嵌在两个座位凹槽之间，上下滑块构件由弹簧保持在一起。 如此组装，防震装置底座紧固在建筑结构的柱下，使得建筑物达到了特殊的冲击消除能力和更大的建筑结构安全性的目标。
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公开(公告)号：US06651394B2
公开(公告)日：2003-11-25
申请号：US10013407
申请日：2001-12-10
申请人： Bill Hughes
发明人： Bill Hughes
IPC分类号： E04H902
摘要： A method and apparatus for positioning mild steel reinforcing bars within a precast, moment resisting frame of a building. The apparatus includes a hand-receiving access component that can be installed within the concrete beams that make up the building frame so as to permit convenient access to the reinforcing bars that are slidably carried within bar receiving passageways formed within the concrete beams. Additionally, the apparatus includes a bladder-receiving component that can be installed within the concrete beams that make up the building frame in a manner to permit an expandable bladder to be conveniently positioned within the cable receiving passageways formed in the beam. When in position within a cable-receiving passageway, the expandable bladder spans the interface between the beam and the column and effectively prevents grout from entering the cable passageway during the grouting step. The apparatus also includes a novel joint sealing apparatus for sealing the peripheral portions of the joint formed between the columns and beams that make up the moment resisting frame.
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公开(公告)号：US06438905B2
公开(公告)日：2002-08-27
申请号：US09819191
申请日：2001-03-28
IPC分类号： E04H902
摘要： An energy dissipation apparatus for installation in structural frames to mitigate seismic effects comprises a scissor-jack system of braces with an energy dissipation device such as a viscous, viscoelastic, or hysteretic damper, or an active or semi-active device, connected between opposing pivot joints of the scissor-scissor jack system. The scissor jack system magnifies displacement so that energy is dissipated more effectively by the damper. Open bay, diagonal, and alternative installation arrangements with respect a structural frame are disclosed.
摘要翻译： 用于安装在结构框架中以减轻地震效应的能量消散装置包括具有诸如粘性，粘弹性或滞后阻尼器之类的能量耗散装置的支架的剪刀 - 千斤顶系统，或连接在相对枢轴之间的主动或半主动装置 剪刀式千斤顶系统的接头。 剪刀千斤顶系统放大位移，使阻尼器更有效地消耗能量。 公开了相对于结构框架的开放式托架，对角线和替代安装布置。
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6.发明授权公开(公告)号：US06725612B2
公开(公告)日：2004-04-27
申请号：US10096220
申请日：2002-03-11
申请人： Jae Kwan Kim
发明人： Jae Kwan Kim
IPC分类号： E04H902
CPC分类号： E04H9/023
摘要： A bi-directional rolling pendulum seismic isolation system for reducing seismic force acting on a structure by rolling pendulum movements, the system having a lower plate forming a rolling path in a first direction; an upper plate forming a rolling path in a second direction; and a roller assembly performing a pendulum motion by rolling and moving along the lower and upper plates wherein the roller assembly performs the pendulum motion when seismic load is applied, thereby reducing the seismic load of a structure.
摘要翻译： 一种用于减小通过滚动摆动作用在结构上的地震力的双向滚动摆式隔震系统，该系统具有在第一方向上形成滚动路径的下板; 形成沿第二方向的滚动路径的上板; 以及通过沿着下板和上板滚动并移动来执行摆动的辊组件，其中当施加地震载荷时，辊组件执行摆锤运动，从而降低结构的地震荷载。
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公开(公告)号：US06688051B2
公开(公告)日：2004-02-10
申请号：US10091540
申请日：2002-03-07
申请人： Chong-Shien Tsai
发明人： Chong-Shien Tsai
IPC分类号： E04H902
CPC分类号： E04H9/023 , E01D19/04 , E01D19/046
摘要： An improvement in the structure of an anti-shock device utilized for buildings, important structures and bridge structures that includes a base, a carrier, a slide block, and a plurality of springs. A slip concavity of a sunken round curved recess is respectively formed in the base top surface and in the carrier bottom surface, and an upper slide block member and a lower slide block member are situated between the two slip concavities. One contact surface between the two slide block members and slip concavities is of a curved contour and the other surfaces are indented seating recesses. A spheroid coupling bearing is nested between the two seating recesses and the upper and lower slide block members are held together by the springs. As so assembled, the anti-shock device base is fastened under the columns of a building structure such that the building achieves the objectives of exceptional shock eliminating capability and greater building structure safety.
摘要翻译： 用于建筑物，重要结构和桥梁结构的抗冲击装置的结构的改进，其包括基座，托架，滑块和多个弹簧。 沉没的圆形弯曲凹槽的滑动凹面分别形成在底座顶表面和托架底表面中，并且上滑动块构件和下滑块构件位于两个滑动凹部之间。 两个滑动块构件和滑动凹部之间的一个接触表面是弯曲的轮廓，而另一个表面是凹进的座部凹部。 一个球体联接轴承嵌在两个座位凹槽之间，上下滑块构件由弹簧保持在一起。 如此组装，防震装置底座紧固在建筑结构的柱下，使得建筑物达到了特殊的冲击消除能力和更大的建筑结构安全性的目标。
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8.发明授权公开(公告)号：US06601350B1
公开(公告)日：2003-08-05
申请号：US09763230
申请日：2001-02-20
申请人： Kazuhiko Isoda
发明人： Kazuhiko Isoda
IPC分类号： E04H902
CPC分类号： E04H9/02 , E04H9/028 , E04H2009/026
摘要： In a structure for installing a viscous vibration-damping wall, high-strength bolt hole portions are provided for connecting a lower-floor girder and a base plate forming part of the wall. Gusset plates are disposed on both sides of the group of the high-strength bolt hole portions. A pair of flange plates are respectively provided with a pair of gusset plates. High-strength bolt hole portions and a pair of gusset plates for connection to opposing gusset plates are embedded in a flange of the lower-floor girder, to connect the viscous vibration-damping wall and the lower-floor girder. The viscous vibration-damping wall is connected to an upper-floor girder by directly connecting a gusset plate fixed to the upper-floor girder and an intermediate plate of the viscous vibration-damping wall.
摘要翻译： 在用于安装粘性减震壁的结构中，设有用于连接下层梁和形成壁的一部分的基板的高强度螺栓孔部。 角撑板设置在高强度螺栓孔部分组的两侧。 一对法兰盘分别设有一对角撑板。 高强度螺栓孔部分和用于连接到相对的角撑板的一对角撑板嵌入在下层梁的凸缘中，以连接粘性减震壁和下层梁。 粘性减震壁通过直接连接固定在上层大梁上的角撑板和粘性减振壁的中间板连接到上层梁上。
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公开(公告)号：US06397528B1
公开(公告)日：2002-06-04
申请号：US09149968
申请日：1998-09-09
IPC分类号： E04H902
摘要： A multi-floor building is protected from seismic forces by coupling a damping system between a pair of truss columns of truss systems, each movable in a cantilever motion in response to the seismic forces to move opposite nodes of the damping system along an enhanced working stroke as compared to prior art frame constructions.
摘要翻译： 多层建筑物通过将桁架系统的一对桁架柱之间的阻尼系统联接起来来防止地震力，每个桁架系列可以以悬臂运动方式响应于地震力而沿着增强的工作行程移动阻尼系统的相对节点 与现有技术的框架结构相比。
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公开(公告)号：US06289640B1
公开(公告)日：2001-09-18
申请号：US09611385
申请日：2000-07-07
申请人： Sakae Ueda , Wakao Taguchi , Toshinao Kawai
发明人： Sakae Ueda , Wakao Taguchi , Toshinao Kawai
IPC分类号： E04H902
CPC分类号： E04H9/022
摘要： The seismic isolation sliding support bearing system includes a pair of sliding bearings, which can be moved relatively to each other and are arranged in opposition and in contact with each other between a superstructure and a substructure. At least one of the pair of sliding bearings is a sliding bearing (a) made from a molding, having a porous structure including a plurality of voids, of a composition including PTFE as a main component and aromatic polyester resin, or a composite including a base member having the molding on the surface thereof. Furthermore, a lubricant holding layer for holding a flow lubricant in the voids is formed in a surface portion of the molding. Since the sliding bearing (a) has a high compression elastic modulus (of 900 MPa or more) and a low coefficient of friction (of 0.02 or less) and can maintain the low friction for a long period of time, it can be particularly effectively used in a seismic isolation sliding bearing support system for structures with a large load.
摘要翻译： 隔震滑动支撑轴承系统包括一对滑动轴承，其可以相对于彼此移动并且在上部结构和下部结构之间彼此相对地布置并且彼此接触。 一对滑动轴承中的至少一个是由包含PTFE作为主要成分的组合物和芳香族聚酯树脂的成型体制成的滑动轴承（a），其具有包括多个空隙的多孔结构体，或包含 在其表面上具有模制件的基座构件。 此外，在模制件的表面部分中形成用于在空隙中保持流动润滑剂的润滑剂保持层。 由于滑动轴承（a）具有高的压缩弹性模量（900MPa以上）和低摩擦系数（0.02以下），并且能够长时间保持低摩擦力，因此特别有效 用于具有大载荷的结构的隔震滑动轴承支撑系统。
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