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1. 发明授权

US10036176B1 Motion damping system designed for reducing obstruction within open spaces 有权
公开(公告)号：US10036176B1
公开(公告)日：2018-07-31
申请号：US15440747
申请日：2017-02-23
申请人： TAYLOR DEVICES, INC.
发明人： Douglas P. Taylor , Michael C. Constantinou , John C. Metzger
IPC分类号： E04H9/02 , E04B1/98
CPC分类号： E04H9/027 , E04B1/98 , E04H9/02 , E04H9/021 , E04H9/028
摘要： The invention provides for a method, system and apparatus for resisting and restraining potentially destructive movement within a building structure while introducing little or no obstruction with respect to how a building structure is designed and how it is intended to function.

2. 发明申请

US20180106035A1 REINFORCED BRICK MASONRY COLUMN WITH POLYESTER THREAD REINFORCEMENT STRIPS 审中-公开
公开(公告)号：US20180106035A1
公开(公告)日：2018-04-19
申请号：US15834330
申请日：2017-12-07
申请人： Imam Abdulrahman Bin Faisal University
发明人： Muhammad SALEEM
IPC分类号： E04B1/98 , E04H9/02 , B29C65/74 , B29C65/72
CPC分类号： E04B1/98 , B29C65/48 , B29C65/72 , B29C65/74 , B29L2031/10 , E04B1/04 , E04B2103/02 , E04C3/34 , E04C5/07 , E04C5/073 , E04G23/0218 , E04G2023/0251 , E04H9/021 , E04H9/027
摘要： A method of reinforcing a masonry structure is described wherein polyester thread reinforcement strips are manufactured and mounted on the masonry structure to protect it from lateral forces caused by earthquake and other natural occurring phenomena that generally produce bending moments in the masonry structure. The disclosed method can easily and economically be applied to reinforce masonry structures in underprivileged regions.

3. 发明授权

US09909335B2 Buckling restrained braces and related methods 有权
公开(公告)号：US09909335B2
公开(公告)日：2018-03-06
申请号：US15590875
申请日：2017-05-09
申请人： Star Seismic, LLC
发明人： Steven D. Powell , Timothy Nordstrom
IPC分类号： E04H9/02 , E04C3/02
CPC分类号： E04H9/021 , E04C2003/026 , E04H9/027
摘要： Buckling restrained braces may include a core rod and a buckling restraining tube concentrically surrounding at least a majority of a longitudinal length of the core rod. The buckling restraining tube may be configured to inhibit buckling of the core rod upon compressive loading of the core rod. An end plate assembly may be attached, and longitudinally movable with respect, to an end of the core rod, the end plate assembly being located at a longitudinal end of the buckling restrained brace. A sleeve member may concentrically surround an end of the buckling restraining tube, the sleeve member affixed to the end plate assembly. A spring may be located laterally between the core rod and the sleeve member of the end plate assembly and longitudinally between, and in contact with, an end of the buckling restraining tube and a portion of the end plate assembly.

4. 发明授权

US09540807B2 Structure vibration control device 有权
标题翻译：结构振动控制装置
公开(公告)号：US09540807B2
公开(公告)日：2017-01-10
申请号：US14626173
申请日：2015-02-19
申请人： CHIHIRO SANGYO CO., LTD.
发明人： Hiroshi Ueno
IPC分类号： E04B1/98 , F16F9/19 , F16F15/02 , F16F13/00 , F16F9/06
CPC分类号： E04B1/98 , E04H9/02 , E04H9/024 , E04H9/027 , E04H2009/026 , F16F9/061 , F16F9/19 , F16F9/3481 , F16F13/007 , F16F15/022
摘要： A structure vibration control device includes a hydraulic damper having damping force characteristics that vary in response to a magnitude of an earthquake and having characteristics that are maintained for a long period of time regardless of an environmental temperature change. The hydraulic damper includes a preload chamber into which a high-pressure gas is charged in series with a hydraulic chamber. The preload chamber absorbs a volume change of the hydraulic chamber caused by the environmental temperature change and a piston rod and balances a bias force of a spring within the hydraulic chamber and of the preload chamber. Piston valves have high damping force characteristics against a weak earthquake and low damping force characteristics against a strong earthquake. The piston valves may include an orifice beside a check valve function, by which the high damping force characteristics lie within a range of 150 to 800 kN/(m/sec).
摘要翻译：结构振动控制装置包括具有阻尼力特性的液压阻尼器，该阻尼力特性响应于地震的大小而变化，并且具有长时间保持的特性，而与环境温度变化无关。液压阻尼器包括预压室，高压气体与液压室串联连接。预压室吸收由环境温度变化引起的液压室的体积变化和活塞杆，并平衡液压室和预压室内的弹簧的偏压力。活塞阀对弱地震具有较高的阻尼力特性，对强烈地震具有较低的阻尼力特性。活塞阀可以包括止回阀功能旁边的孔口，高阻尼力特性位于150至800kN /（m / sec）的范围内。

5. 发明授权

US09447596B2 Axially yielding elasto-plastic hysteresis brace and vibration-damping steel-frame structure 有权
标题翻译：轴向产生弹性塑性滞后支架和减振钢框架结构
公开(公告)号：US09447596B2
公开(公告)日：2016-09-20
申请号：US14418123
申请日：2013-03-21
申请人： NIPPON STEEL & SUMIKIN ENGINEERING CO., LTD.
发明人： Yasushi Ichikawa , Kohji Nishimoto
IPC分类号： E04H9/02 , F16F15/02 , E04B1/98
CPC分类号： E04H9/021 , E04B1/98 , E04H9/02 , E04H9/024 , E04H9/027 , E04H9/028 , F16F15/022
摘要： The present invention relates to an axially yielding elasto-plastic hysteresis brace including an H-section steel as a steel core, a buckling-restraining member covering an outer periphery of the H-section steel, an unbonded layer filled between the steel core and the buckling-restraining member, and a square steel pipe covering the outer periphery of the buckling-restraining member for reinforcement. For both ends of the H-section steel, one reinforcing plate is welded to each outer surface of each flange so as to be overlapped therewith. The buckling-restraining member is installed so that each reinforcing plate is inserted to the buckling-restraining member through an end thereof by a predetermined length L. And, where the width of the H-section steel as a steel core is given as B and the height thereof is given as H, an insertion length L of each reinforcing plate is set in a range of 2B≦L≦3B and also 2H≦L≦3H.
摘要翻译：本发明涉及一种轴向屈服的弹性塑性滞后支架，其包括H型钢作为钢芯，覆盖H型钢的外周的弯曲抑制构件，填充在钢芯和钢芯之间的未结合层屈曲抑制构件，以及覆盖用于加强的屈曲抑制构件的外周的方钢管。对于H型钢的两端，将一个加强板焊接到每个凸缘的每个外表面以与其重叠。弯曲抑制构件被安装成使得每个加强板通过其端部以预定长度L插入到抗弯曲构件中。并且，将作为钢芯的H型钢的宽度作为B，其高度为H，每个加强板的插入长度L设定在2B≤L≤3B的范围内，并且2H≤L≤3H。

6. 发明申请

US20160115703A1 SEISMIC ISOLATION DEVICE AND SEISMIC ISOLATION METHOD 有权
标题翻译：地震隔离装置和地震隔离方法
公开(公告)号：US20160115703A1
公开(公告)日：2016-04-28
申请号：US14919885
申请日：2015-10-22
申请人： KABUSHIKI KAISHA TOSHIBA
发明人： Hiroshi KATAYAMA , Urara Watanabe , Gaku Nakamura , Yoshitaka Nihira , Tetsuharu Tanoue
IPC分类号： E04H9/02
CPC分类号： E04H9/022 , E04H9/02 , E04H9/021 , E04H9/027 , E04H2009/026
摘要： A seismic isolation apparatus is provided between a structure and a foundation floor, and the seismic isolation apparatus includes: a support plate that is provided so as to face the structure at a predetermined interval; a base plate that is fixed to the foundation floor; and an elasto-plastic damper that is provided between the support plate and the base plate to be fixed to the support plate and the base plate, and then the elasto-plastic damper includes an inner cylinder inside which an elasto-plastic member is provided and an outer cylinder, and the inner cylinder and the outer cylinder are configured to mutually slide in axis direction thereof.
摘要翻译：在结构和基础地面之间设置隔震装置，并且所述隔震装置包括：支撑板，其以预定间隔设置成面向所述结构; 固定在地基上的基板; 以及弹性塑料阻尼器，其设置在所述支撑板和所述基板之间以固定到所述支撑板和所述基板，然后所述弹性塑料阻尼器包括内筒，所述内筒内设有弹性塑料构件，外筒，内筒和外筒构成为在其轴向上相互滑动。

7. 发明申请

US20150233113A1 STRUCTURE VIBRATION CONTROL DEVICE 有权
标题翻译：结构振动控制装置
公开(公告)号：US20150233113A1
公开(公告)日：2015-08-20
申请号：US14626173
申请日：2015-02-19
申请人： CHIHIRO SANGYO CO., LTD.
发明人： Hiroshi UENO
IPC分类号： E04B1/98 , F16F9/06 , F16F13/00 , F16F9/19 , F16F15/02
CPC分类号： E04B1/98 , E04H9/02 , E04H9/024 , E04H9/027 , E04H2009/026 , F16F9/061 , F16F9/19 , F16F9/3481 , F16F13/007 , F16F15/022
摘要： There is provided a structure vibration control device including a hydraulic damper whose damping force characteristics vary in response to magnitude of an earthquake and whose characteristics are maintained for a long period of time regardless of an environmental temperature change. The hydraulic damper includes a preload chamber into which high-pressure gas is charged in series with a hydraulic chamber. The preload chamber absorbs volume change of the hydraulic chamber caused by the temperature change and a piston rod and balances a bias force of a spring within the oil chamber and of the preload chamber. Piston valves have a great damping force characteristics to a weak earthquake and a low damping force characteristics to a strong earthquake. The piston valves may include an orifice beside a check valve function, by which the great damping force characteristics lies within a range of 150 to 800 kN/(m/sec).
摘要翻译：提供了一种结构振动控制装置，其包括响应于地震的大小而阻尼力特性变化并且其特性长时间保持而不管环境温度变化的液压阻尼器。液压阻尼器包括预压室，高压气体与液压室串联。预压室吸收由温度变化引起的液压室的体积变化和活塞杆，并平衡油室和预压室内的弹簧的偏压力。活塞阀对弱地震具有很大的阻尼力特性，对强震具有较低的阻尼力特性。活塞阀可以包括止回阀功能旁边的孔口，大阻尼力特性位于150至800kN /（m / sec）的范围内。

8. 发明申请

US20150135611A1 STAGGERED TRUSS SYSTEM WITH CONTROLLED FORCE SLIP JOINTS 审中-公开
标题翻译：带有控制力SLIP接头的STAGGERED TRUSS系统
公开(公告)号：US20150135611A1
公开(公告)日：2015-05-21
申请号：US14388772
申请日：2013-03-28
申请人： Scott Randall BEARD
发明人： Scott Randall Beard
IPC分类号： E04H9/02 , E04B1/98 , E04B1/36 , E04B1/24 , E04C3/08
CPC分类号： E04H9/024 , E04B1/24 , E04B1/2403 , E04B1/36 , E04B1/98 , E04B2001/2415 , E04B2001/2418 , E04B2001/2439 , E04B2001/2448 , E04B2001/2496 , E04C3/08 , E04C2003/0491 , E04H9/021 , E04H9/027 , E04H9/028
摘要： A truss for use in a staggered truss system in provided. The truss includes at least one slip joint for allowing relative movement between the top chord of the truss and the bottom chord of the truss. The staggered truss system may be suitable for use in seismic regions.
摘要翻译：在提供的交错桁架系统中使用的桁架。桁架包括至少一个滑动接头，用于允许桁架的顶弦和桁架的底弦之间的相对移动。交错桁架系统可能适用于地震区域。

9. 发明申请

US20140360121A1 PANEL-TO-PANEL CONNECTIONS FOR STAY-IN-PLACE LINERS USED TO REPAIR STRUCTURES 审中-公开
标题翻译：面板连接用于修理结构的固定衬里
公开(公告)号：US20140360121A1
公开(公告)日：2014-12-11
申请号：US14368921
申请日：2013-01-04
申请人： CFS Concrete Forming Systems Inc.
发明人： George David Richardson , Semion Krivulin , Zi Li Fang
IPC分类号： E04F13/26 , E04F21/00
CPC分类号： E04B2/8617 , B25B7/02 , B25B27/00 , E04B2/8652 , E04B2/8664 , E04F13/24 , E04F13/26 , E04F21/00 , E04G23/0218 , E04G23/0225 , E04H9/027
摘要： A stay-in-place lining is provided for lining a structure fabricated from concrete. The lining comprises a plurality of panels connectable via complementary connector components on their longitudinal edges. Each panel comprises a first connector component on a first longitudinal edge thereof and a second (complementary) connector component on a second longitudinal edge thereof. The lining comprises at least one edge-to-edge connection between the first connector component of a first panel and the second connector component of a second panel, the edge-to-edge connection comprising a protrusion of the first panel extended into a receptacle of the second panel through a receptacle opening. The receptacle is shaped to prevent removal of the protrusion from the receptacle and the receptacle is resiliently deformed by the extension of the protrusion into the receptacle to thereby apply a restorative force to the protrusion to maintain the edge-to-edge connection.
摘要翻译：提供了一个就地衬里，用于衬里由混凝土制成的结构。衬里包括通过其纵向边缘上的互补连接器部件连接的多个面板。每个面板包括在其第一纵向边缘上的第一连接器部件和在其第二纵向边缘上的第二（互补）连接器部件。衬里包括在第一面板的第一连接器部件和第二面板的第二连接器部件之间的至少一个边缘到边缘连接，所述边缘到边缘连接包括第一面板的突起延伸到第二个面板通过一个插座开口。容器被成形为防止突出部从插座移除，并且插座通过突起延伸到插座中而弹性变形，从而对突起施加修复力以保持边缘到边缘的连接。

10. 发明授权

US08857111B2 Composite damper 有权
标题翻译：复合阻尼器
公开(公告)号：US08857111B2
公开(公告)日：2014-10-14
申请号：US13930783
申请日：2013-06-28
申请人： National Cheng Kung University , Tongji University
发明人： Yun-Che Wang , Bin Zhao , Hai-Jie Ge , Chih-Chin Ko
IPC分类号： E04B1/98 , E04H9/02
CPC分类号： E04H9/027 , E04B1/985 , E04H9/022 , E04H9/024
摘要： A composite damper includes a first connector, a second connector and at least a dampening device. The first connector and the second connector are relative movable to each other, and the at least one dampening device is received between the first connector and the second connector. The dampening device comprises at least a rigid member and at least a dampening member, wherein the rigid member has the properties of high stiffness and low damping, while the dampening member has the properties of low stiffness and high damping. With such design, the composite damper could absorb vibrations during earthquakes.
摘要翻译：复合阻尼器包括第一连接器，第二连接器和至少阻尼装置。第一连接器和第二连接器彼此相对移动，并且至少一个阻尼装置被容纳在第一连接器和第二连接器之间。阻尼装置包括至少一个刚性构件和至少一个阻尼构件，其中刚性构件具有高刚度和低阻尼的特性，而阻尼构件具有低刚度和高阻尼的性质。通过这种设计，复合阻尼器可以吸收地震期间的振动。

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