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公开(公告)号:US5373670A
公开(公告)日:1994-12-20
申请号:US79856
申请日:1993-06-22
申请人: Teruo Sasaki , Kazuhiro Fujisawa , Yoshiaki Miyamoto , Mitsuo Miyazaki , Fumiaki Arima , Yuji Mitsusaka
发明人: Teruo Sasaki , Kazuhiro Fujisawa , Yoshiaki Miyamoto , Mitsuo Miyazaki , Fumiaki Arima , Yuji Mitsusaka
CPC分类号: E04H9/022
摘要: A shakeproof bearing or an earthquake-proofing structure (10) comprises a columnar bearing body (13) and a surrounding high damping elastomer (14). The bearing body (13) includes a stack of rigid plates (12) and elastic plates (11) alternating with one another. The high damping elastomer (14) may be shaped into an annular cylinder or, alternatively, may be in the form of a columnar stack of alternating annular rigid plates (18) and annular high-damping-elastomer plates (17).
摘要翻译: 防震轴承或防震结构(10)包括柱状承载体(13)和周围的高阻尼弹性体(14)。 轴承体(13)包括彼此交替的一堆刚性板(12)和弹性板(11)。 高阻尼弹性体(14)可以成形为环形圆柱体,或者可以是交替的环形刚性板(18)和环形高阻尼弹性体板(17)的柱状堆叠的形式。
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公开(公告)号:US5740652A
公开(公告)日:1998-04-21
申请号:US664151
申请日:1996-06-13
申请人: Katsufumi Inoue , Mitsuo Miyazaki , Masami Nomori , Fumiaki Arima
发明人: Katsufumi Inoue , Mitsuo Miyazaki , Masami Nomori , Fumiaki Arima
CPC分类号: E04H9/02 , E04H2009/026
摘要: A method of installing a seismic damping wall where the seismic damping wall is attached to the upper floor beam prior to installing the upper floor beam. A hanging plate is placed in the chamber defined by a standing structure plate. The hanging plate is temporarily attached to the standing structure plate. The top edge of the hanging plate is affixed to a horizontal structural beam that upon installation in the building will be an upper floor structural beam. The combined unit, comprising the horizontal structural beam, the hanging plate and the standing plate structure, is placed in position and the horizontal structural beam on the upper floor is installed in the building structure. The chamber is filled with a viscous liquid. The hanging plate and the standing plate structure which were temporarily fastened together are separated from each other. The standing plate structure is lowered down toward the horizontal structural beam on the lower floor. The bottom edge of the standing plate structure is fixed to the horizontal structural beam on the lower floor.
摘要翻译: 一种安装地震阻尼墙的方法,其中在安装上楼板梁之前,将地震阻尼墙附接到上地板梁。 悬挂板放置在由立式结构板限定的室中。 悬挂板临时安装在立式结构板上。 悬挂板的顶部边缘固定在水平结构梁上,安装在建筑物中时将是上层结构梁。 将包括水平结构梁,悬挂板和立板结构的组合单元放置在适当位置,并且将上层的水平结构梁安装在建筑结构中。 该室充满粘性液体。 临时固定在一起的悬挂板和立板结构彼此分离。 立板结构向下降到下层的水平结构梁。 立板结构的底边固定在下层的水平结构梁上。
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公开(公告)号:US06230450B1
公开(公告)日:2001-05-15
申请号:US09331782
申请日:1999-10-25
申请人: Eiji Kuroda , Fumiaki Arima , Tamotsu Hata , Hideo Kimijima
发明人: Eiji Kuroda , Fumiaki Arima , Tamotsu Hata , Hideo Kimijima
IPC分类号: E04B198
CPC分类号: F16F9/12 , E04H9/02 , E04H9/028 , E04H2009/026 , F16F15/0235 , F16F2232/06
摘要: A damping top which comprises first and second L1 connection members (10, 20) connected to each other so as to connect two relatively displacing points (objects) (L1, L2) to each other, which connection members are fixed at one end thereof to the two points (L1, L2), respectively. The first connection member (10) is formed at its connection side with a guide screw portion (10a), on which is rotatably and slidably mounted a rotating top (integral rotating unit) (16) adapted to be driven by a guide nut (14) threaded onto the screw portion through a ball bearing (12). The second connection member (20) is formed at its connection side in a casing (24) for a chamber (22), which receives therein the rotating top (16), and a damping viscous body (26) is filled in the chamber (22). Thus it is possible to provide a damping device which is simple and small-sized, and provides great damping effects.
摘要翻译: 一种阻尼顶部,其包括彼此连接的第一和第二L1连接构件(10,20),以将两个相对移位点(物体)(L1,L2)彼此连接,所述连接构件在其一端固定到 两点(L1,L2)。 第一连接构件(10)在其连接侧形成有导向螺纹部分(10a),可旋转并可滑动地安装有旋转顶部(整体旋转单元)(16),该旋转顶部(整体旋转单元)(16)适于由导向螺母(14)驱动 )通过滚珠轴承(12)螺纹连接到螺纹部分上。 第二连接构件(20)在其连接侧形成在用于腔室(22)的壳体(24)中,其中容纳有旋转顶部(16),并且阻尼粘性体(26)填充在腔室中 22)。 因此,可以提供简单小型的阻尼装置,并提供很大的阻尼效果。
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