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1. 发明公开

EP3303715A1 EXPANDABLE SAFE ROOM 有权
标题翻译：可扩展的安全房间
公开(公告)号：EP3303715A1
公开(公告)日：2018-04-11
申请号：EP16807027.4
申请日：2016-06-08
申请人： Klein, Amos
发明人： Klein, Amos
IPC分类号： E04B1/344 , E04B1/348 , E04B1/92 , E04H9/00
CPC分类号： E04B1/3445 , E04B1/34357 , E04B1/3444 , E04B1/98 , E04H9/028 , E04H9/06 , E04H9/10
摘要： An expandable safe room (ESR) defining a protected space therein is provided and comprises a main upright frame, a pair of side walls hingedly connected to the main upright frame, and a front wall parallel to the main upright frame and hingedly connected to the side walls, wherein deploying the ESR in an expanding direction moves the front wall in a forward direction and away from the main upright frame. Floor and roof are also provided wherein the deployment of the ESR can be automatically or manually.

2. 发明公开

EP2581626A4 VIBRATION DAMPENING DEVICE 审中-公开
公开(公告)号：EP2581626A4
公开(公告)日：2018-01-24
申请号：EP11795728
申请日：2011-06-14
申请人： NATIONAL UNIV CORPORATION KUMAMOTO UNIV , KIMIGAFUCHI GAKUEN
发明人： YAMAO TOSHITAKA , KATAYAMA TAKURO , AZUMA KOJI
IPC分类号： F16F15/02 , E04B1/98 , E04H9/02 , F16F7/08 , F16F15/06
CPC分类号： E04B1/98 , E04B1/985 , E04H9/02 , E04H9/021 , E04H9/028 , F16F7/08
摘要： Provided is a vibration damping device which can efficiently absorb vibration energies ranging from vibration energy of small magnitude to vibration energy of large magnitude regardless of a length of a period of vibrations of a structure with the simple structure thus acquiring both high practicability and general-use property. A vibration damping device 1 for suppressing vibrations of a structure includes: a slide body mechanism 2 having a concave slide body 3 and a convex slide body 4 which are fixed to the structure and are arranged so as to be slidable relative to each other in a reciprocating manner in a state where the slide bodies face each other in an opposed manner; and a biasing means (leaf springs 5) which biases the slide body mechanism 2 in the direction that the slide bodies 3, 4 which are arranged so as to be slidable relative to each other in a reciprocating manner are pushed to each other, wherein each slide body 3, 4 has: a first slide surface having a shape which increases a height of the slide body mechanism 2 along with the increase of a displacement amount of the slide body in one sliding direction from a neutral position within a range of reciprocating sliding relative to the sliding counterpart slide body; and a second slide surface having a shape by which the height of the slide body mechanism 2 is increased along with the increase of the displacement of the slide body in the other sliding direction from the neutral position.

3. 发明公开

EP2147170A4 SEISMIC STRUCTURAL DEVICE 有权
标题翻译：抗震结构元素
公开(公告)号：EP2147170A4
公开(公告)日：2016-08-10
申请号：EP08747677
申请日：2008-05-06
申请人： SKIDMORE OWINGS & MERRILL LLP
发明人： SARKISIAN MARK P
IPC分类号： E04B1/98 , E04B1/24 , E04H9/02
CPC分类号： E04H9/02 , E04B2001/2439 , E04B2001/2442 , E04H9/028 , Y10T403/1624
摘要： A link-fuse joint resists bending moments and shears generated by seismic loading. A joint connection includes a first plate assembly having a first connection plate including a first diagonal slot formed therethrough. A second plate assembly has a second connection plate including a second diagonal slot formed therethrough. The second diagonal slot is diagonally opposed to the first diagonal slot. The second connection plate is position such that at least a portion of the second diagonal slot aligns with a portion of the first diagonal slot. A pin is positioned through the first diagonal slot and the second diagonal slot. The joint connection accommodates a slippage of at least one of the first and second plate assemblies relative to each other when the joint connection is subject to a seismic load and without significant loss of clamping force.

4. 发明公开

EP2959069A1 A DOME STRUCTURE 审中-公开
标题翻译：圆顶形结构
公开(公告)号：EP2959069A1
公开(公告)日：2015-12-30
申请号：EP13875762.0
申请日：2013-07-01
申请人： Sun, Xiaoping
发明人： Sun, Xiaoping
IPC分类号： E04B7/08
CPC分类号： E04H9/028 , E04B1/3211 , E04B2001/3282 , E04B2001/3288 , E04H9/14 , Y02A50/14
摘要： Described herein is a structure that comprises a plurality of spherical triangular units on a plurality of levels. The structure has a superior ability to survive disasters such as tornadoes, hurricanes, earthquakes etc. It is cost-efficient, energy efficient, extremely durable and easily maintained. The plurality of spherical triangular units on one level of the plurality of levels are essentially identical to each other, and are essentially equally spaced radially relative to a center of the sphere; each of the plurality of spherical triangular units comprises three planar panels, each with an end surface comprising a minor arc of a great circle of the sphere; a spherical triangular unit on a level above the first level of the structure is configured to be joined with two neighboring spherical triangular units on the level below; the structure is substantially a dome.

5. 发明公开

EP2800842A1 BUCKLING RESTRAINED BRACE WITH LIGHTWEIGHT CONSTRUCTION 审中-公开
标题翻译：用轻质结构屈曲受限制的桥梁
公开(公告)号：EP2800842A1
公开(公告)日：2014-11-12
申请号：EP13733695.4
申请日：2013-01-04
申请人： OREGON STATE BOARD OF HIGHER EDUCATION ACTING BY AND THROUGH PORTLAND STATE UNIVERSITY
发明人： DUSICKA, Peter
IPC分类号： E04B1/58 , E04B1/24 , E04B1/98
CPC分类号： E04C3/00 , E04C3/29 , E04C2003/026 , E04G23/0218 , E04H9/02 , E04H9/028 , G01N3/00 , G01N3/32 , G01N2203/0075 , G01N2203/0268 , G01N2203/0298
摘要： A buckling restrained brace comprises a core member, core restrainer member sections and a jacket member. The core member has two opposite ends. The core restrainer member sections are configured to be arranged around the core member. The jacket member comprises fiber reinforced polymers configured to be wrapped around the core restrainer member sections and core member to couple the core restrainer member sections to the core member such that the core restrainer member sections and jacket member cooperate to provide greater resistance to buckling of the core member when the brace is subjected to compression. In some implementations, the brace has a weight less than about 50% of a weight of a conventional buckling restrained brace of similar length and having a steel core and mortar-filled tubular core restrainer member of comparable cross-sectional areas, respectively.
摘要翻译：一种屈曲约束支架，包括一个芯件，芯子限制件部分和一个套件。核心部件具有两个相反的端部。核心限制器部件部分被构造成围绕核心部件布置。护套构件包括纤维增强聚合物，所述纤维增强聚合物构造成缠绕在护芯限制器构件区段和芯构件周围以将护芯限制器构件区段联接到芯构件，使得芯限制器构件区段和护套构件协作以提供更大的抗弯曲当支架受到压缩时，该芯部构件被固定。在一些实施方式中，支架的重量小于相似长度的常规屈曲约束支柱的重量的约50％，并且分别具有可比较的横截面积的钢芯和砂浆填充的管状芯部限制器构件。

6. 发明公开

EP2166165A4 BUILDING STRUCTURE 有权
标题翻译：建设
公开(公告)号：EP2166165A4
公开(公告)日：2014-07-02
申请号：EP07790845
申请日：2007-07-17
申请人： TAKESHIMA ICHIRO
发明人： TAKESHIMA ICHIRO
IPC分类号： E04B1/348 , E04B1/19 , E04H1/02 , E04H9/02
CPC分类号： E04H1/02 , E04B1/18 , E04B2/88 , E04B5/04 , E04B2001/0076 , E04B2001/0084 , E04B2001/0092 , E04H1/005 , E04H9/028

7. 发明公开

EP1759069A2 IMPROVED FRAMING SYSTEM 审中-公开
标题翻译：改进的框架系统
公开(公告)号：EP1759069A2
公开(公告)日：2007-03-07
申请号：EP05737439.9
申请日：2005-04-21
申请人： Engineered Framing Systems
发明人： HILDRETH, John
IPC分类号： E04B1/00
CPC分类号： E04B1/24 , E04B2001/2415 , E04B2001/2496 , E04H9/028
摘要： A framed shear wall (100) has a pair of crossed tension straps (120) passing through the studs (110) that make upe the shear wall (100). The straps (120) are prefereably rods and are prefereably attached to upstanding plates (161) installed at the corners of the wall Each of two straps (120) is preferably attached to an opposite side of the upstanding plate (161) such that the straps (120) do not interfere with each other where the straps cross. The straps preferably include threaded ends and the upstanding plates preferably ha threaded receptacles sized to accept the threaded ends of the straps such that the straps can be tensioned before and/or after installation. In one embodiment , the upstanding plates (161) are bolted through a bottom surface of the wall into a threaded anchor plate plate at floor lelvel, and the threaded anchor plate is attached to a top of a wall on a floor below.

8. 发明公开

EP1653118A4 ATTENUATION COEFFICIENT SWITCHING TYPE HYDRAULIC DAMPER 有权
标题翻译：的液体冲击阻尼系数开关
公开(公告)号：EP1653118A4
公开(公告)日：2006-06-21
申请号：EP03813482
申请日：2003-02-05
申请人： KAJIMA CORP
发明人： MATSUNAGA YOSHINORI , KURINO HARUHIKO
IPC分类号： B60G17/015 , B60G17/08 , E04H9/02 , F16F9/48 , F16F15/027 , F16F9/50
CPC分类号： B60G17/08 , B60G17/0152 , B60G2202/154 , B60G2202/24 , B60G2202/413 , B60G2202/414 , B60G2202/415 , B60G2500/114 , B60G2500/2014 , E04H9/02 , E04H9/028 , E04H2009/026 , F16F9/20 , F16F9/46 , F16F9/48 , F16F9/512 , F16F15/027
摘要： An attenuation coefficient switching type hydraulic damper capable of automatically switching an attenuation coefficient without requiring any supply of energy from the outside and surely developing an energy absorbing capability in excess of that of a normal hydraulic damper at all times, wherein while a piston (3) is moving in a direction A, an open/close operating valve (11), i.e., a flow control valve (10) is closed by a mechanical drive means (30) comprising a linear gear (31) and a crank mechanism (32) to set the attenuation coefficient to the maximum valve Cmax, when the movement direction of the piston (3) is changed to a direction B at the maximum point of amplitude on the left side, the flow control valve (10) is temporarily opened by the mechanical drive means (30) to remove a load so as to set the attenuation coefficient to the minimum value Cmin, when the piston (3) is further moved to a direction B, the flow control valve (10) is closed again by the mechanical drive means (30) to return the attenuation coefficient to the maximum value Cmax, the piston (3) is moved in the same manner at the maximum point of amplitude on the right side as at the maximum point of amplitude on the left side, and the movements above are repeated for seismic control.

9. 发明公开

EP1467115A4 FRICTION DAMPER 有权
标题翻译： REIBUNGSDÄMPFER
公开(公告)号：EP1467115A4
公开(公告)日：2005-12-28
申请号：EP03700562
申请日：2003-01-15
申请人： OILES INDUSTRY CO LTD
发明人： OKIMURA AKIHIKO , NAGASHIMA KAZUHIRO , TANAKA GO , ARAI YOSHIKAZU
IPC分类号： E04H9/02 , F16F7/08 , F16F7/09 , F16F15/02
CPC分类号： F16F7/08 , E04H9/02 , E04H9/028 , F16F7/082 , F16F7/09 , F16F15/02
摘要： A friction damper (1) comprises a base (2); a support body (4) fixed to an elongated member (35) of the base (1) and having a through hole (3); a rod (7) extending through the through hole (3) of the support body (4)and movable in an axial direction (X) with respect to the support body (4); a friction member (9) having a hollow cylindrical portion (8) interposed in the through hole (3) of the support body (4) between a main portion (85) of a rod (7) and the support body (4), and fixed immovably irrespective of the relative movement of the rod (7) in the axial direction (X) with respect to the base (2); and fastening means (12) provided to the support body (4) so as to fasten the hollow cylindrical portion (8) of the friction member (9) to the main portion (85) of the rod (7).
摘要翻译：摩擦阻尼器（1）包括：基体（2）; 固定到所述基体（2）的细长构件（35）并具有通孔（3）的支撑件（4）; 杆（7），其以能够穿过所述支撑件（4）的通孔（3）的方式延伸并且能够相对于所述支撑件（4）沿轴向方向（X）移动; 摩擦构件（9），其具有插入在所述支撑件（4）和所述杆（7）的所述支撑件（4）的通孔（3）中的主体部分（85）之间的中空圆柱形部分（8）并且其相对于所述杆（7）相对于所述基体（2）在所述轴向方向（X）上的相对运动而不可移动地固定; 以及为支撑件（4）设置的紧固装置（12），以将摩擦构件（9）的中空圆柱形部分（8）紧固到杆（7）的主体部分（85）上。

10. 发明公开

EP1589166A1 A device for damping movements of structural elements and a bracing system 审中-公开
标题翻译： VorrichtungfürdieDämpfungvon Bewegungen von Bauelementen und Verstrebungssystem
公开(公告)号：EP1589166A1
公开(公告)日：2005-10-26
申请号：EP05008468.0
申请日：2000-08-03
申请人： Mualla, Imad H.
发明人： Mualla, Imad H.
IPC分类号： E04H9/02 , F16F7/04
CPC分类号： F16F7/04 , E04H9/02 , E04H9/028
摘要： The invention relates to the protection of structural systems such as buildings against dynamic loading caused e.g. by earthquakes. The dynamic loading may result in displacements of the structural elements and if such displacements are large or if they occur periodically they may have serious impact on the conditions of the structure. The present invention relates to a very simply designed and easily produced damper with at least two members being interconnected in a rotational joint. By means of the arrangement of the damper in the structural system, displacement occurring in the system is transferred to the members being forced to rotate in relation to each other. Frictional resistance between the two members is dampening the rotational movement and consequently the displacement in the system. The invention further relates to a device wherein the frictional resistance may be varied dynamically based on the displacements occurring in the system.
摘要翻译：本发明涉及诸如建筑物之类的结构系统对动态载荷的保护，通过地震。动态载荷可能导致结构元件的位移，并且如果这种位移较大或周期性地发生，则它们可能对结构的条件具有严重影响。本发明涉及一种非常简单设计和容易制造的阻尼器，其中至少两个构件在旋转接头中互连。通过结构系统中的阻尼器的布置，在系统中发生的位移被传递到被迫相对于彼此旋转的构件。两个构件之间的摩擦阻力减弱了旋转运动，从而减轻了系统中的位移。本发明还涉及一种装置，其中摩擦阻力可以基于系统中发生的位移而动态变化。

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