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1. 发明专利

JP2006045933A Continuous layer core wall type seismic control high-rise multiple dwelling house building 有权
标题翻译：连续层芯壁型地震控制高层多层建筑房屋建筑
公开(公告)号：JP2006045933A
公开(公告)日：2006-02-16
申请号：JP2004229186
申请日：2004-08-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TSUSHI TAKUMI , YOSHIDA KEIKI , YAMAMOTO MASAYUKI , UEDA TADAO , OTA HIROAKI , KAWAI HIROSHI , HIGUCHI MITSURU , HANAI ATSUCHIKA , YOSHII NOBUYUKI , SHIBUTA SHOICHIRO , IMADA HARUO
IPC分类号： E04H9/02 , F16F7/12 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a multistory core wall type seismic control high-rise multiple dwelling house building open with a high degree of planning freedom by arranging continuous layer aseismatic walls bearing a greater part of seismic force, as aseismatic elements at a core part, providing an uppermost floor and an intermediate floor with girders for controlling the deformation of the continuous layer aseismatic walls, with a length extending from the continuous layer aseismatic wall to an outer peripheral part, and providing a living room part around the core with wide-span columns and beams or adopting a flat slab without a beam form.
SOLUTION: The core part 1 of the building is provided with the continuous layer aseismatic walls 2 for bearing a greater part of seismic force, suitably arranged in the required number. The uppermost floor and the intermediate floor are provided with the girders 11, 12 for controlling the deformation of the continuous layer aseismatic walls 2, with the length extending to the outer peripheral part and rigidly joined to the continuous layer aseismatic walls 2. Short-span boundary beams between the continuous aseismatic walls 2 and adjacent columns 15 at a corridor part 14 located between the core part 1 and the outer peripheral living room parts 13 are installed as seismic control beams 16.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过布置具有较大部分地震力的连续层抗震墙，提供具有高度规划自由度的多层岩心墙式地震控制高层多层住宅建筑，作为抗震元素芯部，提供最上层和中间地板，用于控制连续层抗震壁的变形，长度从连续层抗震壁延伸到外周部分，并且在芯周围提供起居室部分具有宽跨度的柱和梁或采用没有梁形的平板。解决方案：建筑物的核心部分1设置有连续层抗震墙2，用于承载大部分地震力，适当地布置在所需数量。最上面的地板和中间的地板设置有用于控制连续层抗震壁2的变形的桁材11,12，其长度延伸到外周部分并刚性地连接到连续层抗震墙2.短跨度在位于核心部分1和外围客厅部分13之间的走廊部分14处的连续抗震壁2和相邻列15之间的边界梁被安装为地震控制梁16.版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2010053615A Seismic response control building 审中-公开
标题翻译：地震反应控制大楼
公开(公告)号：JP2010053615A
公开(公告)日：2010-03-11
申请号：JP2008220821
申请日：2008-08-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAGUCHI YOSHIHIRO , UEDA TADAO , ABE HIROSHI , TSUSHI TAKUMI , ITO HIDEYUKI , HIGUCHI MITSURU , YAMASHITA SHINGO , HAMADA YUKI
IPC分类号： E04H9/02 , F16F7/04 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic response control building, which is constructed by arranging a rigid frame structure or a rigid frame structure with an earthquake-resistant wall next to each other at continuous spacing in the vertical direction and by connecting the spacing sections between both of the structures together by a rotary friction damper unit which is a connecting means used in place of a short-span beam, a boundary beam or the like.
SOLUTION: The rotary friction damper unit 3 is constituted by connecting a pair of rotary friction dampers 3A, 3B to each other on both sides of a beam member 30. A plurality of rotary friction damper units 3 are arranged in the spacing section 2 between the rigid frame structures 1, 1 or the rigid frame structures 11, 11 with the earthquake-resistant wall which are provided adjacent to and next to each other at certain spacings continuous in the vertical direction. Then the ends 6a of the rotary friction dampers 3A, 3B positioned on both sides of the rotary friction damper unit 3 are bound to the rigid frame structures 1, 1 or the rigid frame structures 11, 11 with the earthquake-resistant wall which are placed side by side.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种地震响应控制建筑物，其通过在垂直方向上以连续的间隔彼此相邻地布置刚性框架结构或刚性框架结构而具有抗震墙体，并且通过连接两个结构之间的间隔部分由旋转摩擦阻尼器单元组合在一起，该旋转摩擦阻尼器单元是用于代替短跨度梁，边界梁等的连接装置。解决方案：旋转摩擦阻尼器单元3通过在梁构件30的两侧彼此连接一对旋转摩擦阻尼器3A，3B构成。多个旋转摩擦阻尼单元3布置在间隔部分在刚性框架结构1,1或具有抗震墙的刚性框架结构11,11之间，以相对于彼此相邻并且在垂直方向上连续的一定间隔设置。然后将位于旋转摩擦阻尼器单元3两侧的旋转摩擦阻尼器3A，3B的端部6a与刚性框架结构1,1或刚性框架结构11,11结合，并将抗震墙放置并排。版权所有（C）2010，JPO＆INPIT

3. 发明专利

JP2005114070A Tuned mass damper 有权
标题翻译：调节质量阻尼器
公开(公告)号：JP2005114070A
公开(公告)日：2005-04-28
申请号：JP2003349959
申请日：2003-10-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO MASAFUMI , YAMAMOTO MASAYUKI , OTA HIROAKI , YUKI DAISAKU , JIBA KEISUKE , UEDA TADAO , TSUSHI TAKUMI , ISONO TOSHIHISA , KOTAKE RYUICHI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a tuned mass damper for improving the interior comfort of a structure.
SOLUTION: Most of the load of a weight is supported by laminated rubber at a neutral position and its neighborhood range of the tuned mass damper, and the load of the weight is gradually supported by a mechanical bearing in accordance with the horizontal displacement of the weight over the range and the lowering of the supporting ability of the laminated rubber.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于改善结构的内部舒适性的调谐质量阻尼器。
解决方案：重量的大部分负载由层压橡胶在中立位置支撑，其调谐质量阻尼器的邻近范围和重量负载根据水平位移逐渐由机械轴承支撑的重量在该范围内并且降低了层压橡胶的支撑能力。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2013060763A Earthquake strengthening structure 审中-公开
标题翻译：地震强化结构
公开(公告)号：JP2013060763A
公开(公告)日：2013-04-04
申请号：JP2011200649
申请日：2011-09-14
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ABE HIROSHI , TSUSHI TAKUMI , ITO HIDEJI , ITO TAKESHI , TOJIMA TOSHIHIKO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an earthquake strengthening structure for constructions in which the extension in the ridge direction of one construction does not intersect with the outer wall in the ridge direction of another construction.SOLUTION: An earthquake strengthening structure 10 includes a plurality of plate-like houses 12, 13 defined by wall bodies in the span direction perpendicular to the ridge direction and arranged so as not to intersect with each other in the ridge direction, outer frames 16, 17 constructed between the plate-like houses 12, 13 independently from the plate-like houses 12, 13, and connection members for connecting the outer frames 16, 17 to the plate-like houses 12, 13.
摘要翻译：要解决的问题：为了提供一种结构的抗震强化结构，其中一个结构的脊方向上的延伸部不与另一种结构的脊方向上的外壁相交。解决方案：地震加固结构10包括多个板状房屋12,13，该板状房屋12,13在与脊部方向垂直的跨度方向上由壁体限定，并且布置成在脊向不相交，外侧独立于板状房屋12,13而在板状房屋12,13之间构成的框架16,17以及用于将外框架16,17连接到板状房屋12,13的连接构件。“版权所有（C）2013，JPO＆INPIT

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