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公开(公告)号：EP3412929A1
公开(公告)日：2018-12-12
申请号：EP17747287.5
申请日：2017-01-25
申请人： Oiles Corporation
摘要： A seismic isolation apparatus 1 includes a laminated body 7 having alternately laminated rubber plates 2 and steel plates 3; a hollow portion 8 provided inside the laminated body 7 in a hermetically closed manner and extending in a laminated direction A; a lead plug 9 filled densely in the hollow portion 8 and adapted to damp the vibration in a shearing direction B of the laminated body 7 by absorbing vibrational energy in the shearing direction B; and a lid member 14 having a semispherical concave surface 12 which comes into contact with one end portion 11 in the laminated direction A of the lead plug 9 in order to guide and assist the plastic flow of the lead plug 9 at one end portion 10 in the laminated direction A of the hollow portion 8 in the deformation in the shearing direction B of the lead plug 9.
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公开(公告)号：EP3130715A4
公开(公告)日：2018-01-03
申请号：EP15769237
申请日：2015-03-24
摘要： The invention describes an anti-seismic, insulating construction element, designed for constructing building partitions, comprising a plurality of rods (15a, 15b) made of a rigid material and substantially embedded in a matrix (10) made of a flexible material, wherein a first set of rods (15a) is housed inside the matrix (10) in a vertical direction, a second set of rods (15b) is housed inside the matrix in a horizontal direction, none of the rods of the first set (15a) is rigidly joined to any rod of the second set (15b), and the rods (15a, 15b) of one of the two sets, first (15a) or second (15b), do not extend continuously along the length of the matrix (10).
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公开(公告)号：EP2438366B1
公开(公告)日：2017-11-29
申请号：EP10732436.0
申请日：2010-05-31
发明人： SEGERS, Johan
IPC分类号： F24J2/52 , H01L31/042 , E04D13/14
CPC分类号： E04H9/02 , E04D13/1407 , F24S25/61 , F24S2025/6006 , H02S20/24 , Y02B10/12 , Y02B10/20 , Y02E10/47
摘要： Fixing system for solar panels for use on principally flat roofs, consisting of a base and a roof penetration, which base can be anchored to the existing steel structure of the roof, which base is further suitable to be connected to the specified roof penetration, which roof penetration is equipped above with fixings for the attachment of the further structure of the solar panels, where the roof penetration includes an inner tube and an outer tube formed from principally rectangular tubes fitting one inside the other without contacting one another, at an angle of 45° so that rubber profiles can be pressed into the spaces between the inner tube and the outer tube, serving to provide thermal gaps and functioning as a mechanical connection between the inner tube and the outer tube.
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公开(公告)号：EP3209924A1
公开(公告)日：2017-08-30
申请号：EP15853278.8
申请日：2015-10-21
发明人： DUGGAN, Daniel C.
摘要： The present invention is a clip for use with a strut that at least partially surrounds a hanger rod for the purpose of providing stiffness to the hanger rod. The clip includes a handle portion, a rod-clamping portion, and a fulcrum spaced away from the handle portion. The fulcrum is for being mounted to the strut. The rod-clamping portion is for forcing the hanger rod into tight engagement with an engagement surface of the strut in response to the handle being actuated to an operational position. The present invention also relates to a hanger rod stiffening system that uses a clip and a strut, whereby a handle of the clip is actuated to force a rod-clamping portion of the clip into tight engagement with an internal surface of the strut.
摘要翻译： 本发明是一种与支柱一起使用的夹子，该支柱至少部分地围绕吊杆以便为吊杆提供刚度。 夹子包括手柄部分，杆夹紧部分和与手柄部分间隔开的支点。 支点用于安装在支柱上。 响应于手柄被致动到操作位置，杆夹持部分用于迫使吊杆与支杆的接合表面紧密接合。 本发明还涉及一种使用夹子和支柱的吊杆加强系统，其中致动夹子的手柄以迫使夹子的杆夹紧部分与支柱的内表面紧密接合。
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5.发明授权
公开(公告)号：EP2450506B1
公开(公告)日：2017-01-04
申请号：EP11008881.2
申请日：2011-11-08
申请人： CONSORZIO CETMA
发明人： Cardone, Donatello , Gesualdi, Giuseppe , Perrone, Giuseppe , Corvaglia, Paolo Antonio , Manni, Orazio , Angiuli, Riccardo , LARGO, Alessandro
IPC分类号： E04H9/02
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公开(公告)号：EP3040497A1
公开(公告)日：2016-07-06
申请号：EP15203213.2
申请日：2015-12-30
CPC分类号： E04H9/02 , E04B2002/0282
摘要： An earthquake-proof masonry infill wall is described which comprises a series of superimposed masonry strips (7). Each masonry strip (7) comprises a plurality of blocks, that is masonry elements (8), arranged adjacent and horizontally such to occupy a space between two columns (3) of the framed structure (2). A sliding element (10) interposed between two adjacent masonry strips (7) has opposing section bar elements (11) that allow a masonry strip to slide in a guided manner with respect to another masonry strip in case of a movement of the infill wall.
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公开(公告)号：EP2921612B1
公开(公告)日：2016-05-18
申请号：EP14160454.6
申请日：2014-03-18
摘要： The invention relates to an energy dissipating device (10) which is capable of dissipating energy through its plastic axial deformation without undergoing buckling. It is characteristic for the invention, that the energy dissipating device (10) comprises at least three hysteretic elements (15), being interconnected in series in such a way, that at least one hysteretic element (15) will be subjected to compression while at least another hysteretic element (15) is subjected to tension when an external load is applied to the energy dissipating device (10).
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公开(公告)号：EP2800842A4
公开(公告)日：2015-11-11
申请号：EP13733695
申请日：2013-01-04
申请人： OREGON STATE
发明人： DUSICKA PETER
CPC分类号： E04C3/00 , E04C3/32 , 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.
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公开(公告)号：EP2921612A1
公开(公告)日：2015-09-23
申请号：EP14160454.6
申请日：2014-03-18
摘要： The invention relates to an energy dissipating device (10) which is capable of dissipating energy through its plastic axial deformation without undergoing buckling. It is characteristic for the invention, that the energy dissipating device (10) comprises at least three hysteretic elements (15), being interconnected in series in such a way, that at least one hysteretic element (15) will be subjected to compression while at least another hysteretic element (15) is subjected to tension when an external load is applied to the energy dissipating device (10).
摘要翻译： 本发明涉及一种能量耗散装置（10），其能够通过其塑性轴向变形而消耗能量，而不会经历屈曲。 本发明的特征在于，能量消散装置（10）包括至少三个滞后元件（15），以这种方式串联连接，使得至少一个滞回元件（15）将在 当向能量消散装置（10）施加外部负载时，至少另一滞后元件（15）受到张力。
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公开(公告)号：EP2913460A1
公开(公告)日：2015-09-02
申请号：EP15154991.2
申请日：2015-02-13
发明人： Ueno, Hiroshi
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 (1) 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 (1) includes a preload chamber (29) into which high-pressure gas is charged in series with a hydraulic chamber (27). The preload chamber (29) absorbs volume change of the hydraulic chamber (27) caused by the temperature change and a piston rod (6) and balances a bias force of a spring (40) within the oil chamber (27a) and of the preload chamber (29). Piston valves (37 1 and 37 2 ) have a great damping force characteristics to a weak earthquake and a low damping force characteristics to a strong earthquake. The piston valves (37 1 and 37 2 ) 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，其包括其阻尼力特性响应于地震的大小而变化并且其特性长时间保持而与环境温度变化无关的液压阻尼器（1）。 液压阻尼器（1）包括预压室（29），高压气体与液压室（27）串联。 预压室（29）吸收由温度变化引起的液压室（27）的体积变化和活塞杆（6），并平衡油室（27a）内的弹簧（40）的偏压力和预压 室（29）。 活塞阀（37 1和37 2）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（37 1和37 2）可以包括止回阀功能旁边的孔口，大的阻尼力特性位于150至800kN /（m / sec）的范围内。
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