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    • 1. 发明专利
    • Friction damper and friction damper unit
    • 摩擦阻尼器和摩擦阻尼器单元
    • JP2009002119A
    • 2009-01-08
    • JP2007166778
    • 2007-06-25
    • Oiles Ind Co LtdTakenaka Komuten Co Ltdオイレス工業株式会社株式会社竹中工務店
    • MINEWAKI SHIGEOKOBAYASHI NAGAHITOYAMAMOTO MASAFUMIAIZAWA SATORUSUZUKI AKIOKOMINAMI YUICHIRONAGASHIMA KAZUHISANISHIMUROTA SHUSAKU
    • E04H9/02F16F7/08F16F15/02
    • PROBLEM TO BE SOLVED: To provide a friction damper and a friction damper unit capable of uniformly press-fitting a sliding material. SOLUTION: This friction damper 10 comprises plate materials 20-38, the sliding material 68 which is fixed to the plate materials 20-38, the other-side plates 44-60 which abut on the sliding material 68, and a pair of fastening plates 65 and 66 which are provided on the outermost portions of the plate materials 20-38. In this case, the sliding material 68 covers a prescribed range around a hole center of a through-hole 72; and a range, in which a frictional surface is equally and effectively pressed, can be identified by a combination of a prestressing steel bar 74, which passes through the through-hole 72, and the fastening plates 65 and 66. This enables the control of a frictional force and the durability of the sliding material 68. Additionally, the plurality of sliding materials and the plurality of the other-side plate materials are provided, and the frictional surface is formed in a multistepped shape. Thus, even if the shape of the friction damper 10 is reduced by reducing the area of the sliding material 68, the whole frictional area does not have to be reduced. This enables the downsizing of the shape of the friction damper 10. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种能够均匀地压配滑动材料的摩擦阻尼器和摩擦阻尼器单元。 解决方案:该摩擦阻尼器10包括板材20-38,固定到板材料20-38的滑动材料68,与滑动材料68相接的另一侧板44-60和一对 固定板65和66设置在板材20-38的最外部。 在这种情况下,滑动材料68覆盖通孔72的孔中心周围的规定范围; 并且可以通过穿过通孔72的预应力钢条74和紧固板65和66的组合来识别其中摩擦表面被同等有效地按压的范围。这使得能够控制 摩擦力和滑动材料68的耐久性。另外,设置多个滑动材料和多个另一侧板材料,并且摩擦面形成为多步形状。 因此,即使通过减小滑动材料68的面积来减小摩擦阻尼器10的形状,也不必降低整个摩擦面积。 这使得能够减小摩擦阻尼器10的形状。版权所有:(C)2009,JPO&INPIT
    • 2. 发明专利
    • Friction damper
    • 摩擦阻尼器
    • JP2009002120A
    • 2009-01-08
    • JP2007166779
    • 2007-06-25
    • Oiles Ind Co LtdTakenaka Komuten Co Ltdオイレス工業株式会社株式会社竹中工務店
    • MINEWAKI SHIGEOKOBAYASHI NAGAHITOYAMAMOTO MASAFUMIAIZAWA SATORUSUZUKI AKIOKOMINAMI YUICHIRONAGASHIMA KAZUHISANISHIMUROTA SHUSAKU
    • E04H9/02F16F15/02
    • PROBLEM TO BE SOLVED: To obtain a friction damper capable of restraining the coefficient of friction from fluctuating due to rust on an opposing plate material. SOLUTION: This friction damper 10 mainly comprises a plate material 12, a sliding material 14, the opposing plates 18 and 22, and protective plates 16 and 20. When a shock is generated by an earthquake etc., a frictional force is generated on a boundary face between the sliding material 14 and the protective plates 16 and 20, and the vibrational energy of the shock is gradually attenuated so that the seismic control of a building 100 can be performed. In this case, the protective plates 16 and 20 are stainless steel plates, and rustproofing treatment is applied to surfaces of the opposing plates 18 and 22 by the protective plates 16 and 20. Thus, the frictional force F1 or F2 is hardly changed by rust on a frictional surface between the protective plates 16 and 20 and the sliding material 14, and the seismic-control effect of the friction damper 10 can be maintained. Additionally, surface treatment for rustproofing is not necessary to be applied to the surfaces of the opposing plates 18 and 22, and the protective plates 16 and 20 is only required to be stuck on the surfaces of them. This facilitates the construction of the friction damper 10. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:获得能够抑制摩擦系数由于相对的板材上的锈蚀而波动的摩擦阻尼器。 解决方案:该摩擦阻尼器10主要包括板材12,滑动材料14,相对的板18和22以及保护板16和20.当地震等产生冲击时,摩擦力为 在滑动材料14和保护板16和20之间的边界面上产生,并且冲击的振动能量逐渐衰减,从而可以执行建筑物100的地震控制。 在这种情况下,保护板16和20是不锈钢板,并且通过保护板16和20对相对的板18和22的表面施加防锈处理。因此,摩擦力F1或F2几乎不被锈改变 在保护板16和20与滑动材料14之间的摩擦表面上,并且可以保持摩擦阻尼器10的地震控制效果。 此外,不需要对相对的板18和22的表面施加用于防锈的表面处理,并且保护板16和20仅需要粘贴在它们的表面上。 这有助于摩擦阻尼器10的构造。版权所有:(C)2009,JPO&INPIT
    • 3. 发明专利
    • Friction damper
    • 摩擦阻尼器
    • JP2009002118A
    • 2009-01-08
    • JP2007166777
    • 2007-06-25
    • Oiles Ind Co LtdTakenaka Komuten Co Ltdオイレス工業株式会社株式会社竹中工務店
    • MINEWAKI SHIGEOKOBAYASHI NAGAHITOYAMAMOTO MASAFUMIAIZAWA SATORUSUZUKI AKIOKOMINAMI YUICHIRONAGASHIMA KAZUHISANISHIMUROTA SHUSAKU
    • E04H9/02F16F7/08F16F15/02
    • PROBLEM TO BE SOLVED: To obtain a friction damper capable of dissipating heat of a sliding material. SOLUTION: This friction damper 10 mainly comprises a plate material 12, the sliding material 14, and the other-side plates 16 and 18. When a shock is generated by an earthquake etc., a friction force is generated on a boundary face between the sliding material 14 and the other-side plates 16 and 18; the vibrational energy of the shock is gradually attenuated so that the seismic control of a building 100 can be performed. In this case, when the frictional force is generated, the sliding material 14 or the other-side plates 16 and 18 generates or generate heat. An iron plate with a thermal conductivity of 80 W/m*K*s or more is used for the other-side plates 16 and 18, and as the degree of local thermal diffusion becomes sufficiently higher as compared with the average degree of thermal diffusion. The generated heat is rapidly dissipated to a skeleton of the building 100. Thus, the frictional force is not decreased due to a short-time earthquake response, and the sliding material 14 is not melted or destroyed due to a long-time earthquake response. Consequently, the seismic-control effect of the friction damper 10 can be maintained. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:获得能够消散滑动材料的热量的摩擦阻尼器。 解决方案:该摩擦阻尼器10主要包括板材12,滑动材料14和另一侧板16和18.当地震等产生冲击时,在边界产生摩擦力 滑动材料14与另一侧板16,18之间的面; 冲击的振动能量逐渐衰减,从而可以进行建筑物100的地震控制。 在这种情况下,当产生摩擦力时,滑动材料14或另一侧板16和18产生或产生热量。 对于另一侧板16,18,使用导热率为80W / m×K * s以​​上的铁板,与平均热扩散度相比,局部热扩散度足够高 。 所产生的热量迅速消散到建筑物100的骨架上。因此,由于短时间的地震响应,摩擦力不会降低,并且由于长时间的地震响应,滑动材料14不会熔化或破坏。 因此,可以保持摩擦阻尼器10的地震控制效果。 版权所有(C)2009,JPO&INPIT
    • 6. 发明专利
    • Vibration-proofing stud
    • 振动防护研究
    • JP2009007901A
    • 2009-01-15
    • JP2007172500
    • 2007-06-29
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MINEWAKI SHIGEOSUZUKI YASUSUKESUGIUCHI AKIHIROTAKEUCHI MITSURU
    • E04B1/98
    • PROBLEM TO BE SOLVED: To reduce propagation of vibration to a floor material of a vibration backup plate floor through a floor material of a vibrating floor. SOLUTION: A vibration-proofing stud 10 includes a stud 12 made of H-shaped steel, ant the stud 12 is disposed between the floor face of an installation floor and a slab side member 30 of an upper story. The stud 12 has a length shorter by the length L than the bottom end face of the slab side member 30, and a backup plate member 14 is joined to the top end of the flange 12. The backup plate member 14 is formed in an angle shape, and a through hole 26 for a bolt 18 functioning as a connection member with the slab side member 30 is provided vertically in a horizontal section 14H. The backup plate member 14 is opposed to the bottom face 30D of the slab side member 30 with a gap S. A rubber washer 23 is inserted between the top section 19 of the bolt 18 and the horizontal section 14H. The deformation quantity of the rubber washer 23 is controlled by the tightening level of a nut 20 to control the rigidity of connection between the slab side member 30 and the backup plate member 14. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:通过振动地板的地板材料减少震动支撑板地板的地板材料的振动传播。 解决方案:防振螺柱10包括由H型钢制成的螺柱12,螺柱12设置在安装地板的地板面和上层的板状侧构件30之间。 螺栓12的长度L比板坯侧构件30的底端面短一些,并且支承板构件14接合到凸缘12的顶端。支承板构件14形成为一角度 并且在水平部分14H中垂直设置有用作与板坯侧构件30的连接构件的螺栓18的通孔26。 支撑板构件14与坯料侧构件30的底面30D间隙S相对。橡胶垫圈23插入在螺栓18的顶部19和水平区段14H之间。 橡胶垫圈23的变形量由螺母20的紧固水平控制,以控制板坯侧构件30和支承板构件14之间的连接刚性。版权所有(C)2009,JPO&INPIT
    • 7. 发明专利
    • Suspended ceiling
    • 悬挂式天花板
    • JP2008274546A
    • 2008-11-13
    • JP2007115535
    • 2007-04-25
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • TAKEUCHI MITSURUMINEWAKI SHIGEOYAMAMOTO MASAFUMI
    • E04B9/18E04B9/00
    • PROBLEM TO BE SOLVED: To provide a simple and inexpensive suspended ceiling which prevents a member constituting the ceiling from being damaged, by inhibiting the ceiling from swinging during earthquakes. SOLUTION: A diagonal member 20 is provided to transfer an inertial force, on the ceiling due to a disturbance, to a structural skeleton 24; and the diagonal member 20 and a supporting beam 14 for supporting the ceiling are connected together by a connecting means 42. The connecting means 42 is provided with holding members 46 and 48, and an energy absorbing means 50. The inertial force on the ceiling due to the disturbance is transferred to the supporting beam 14, the energy absorbing means 50, the holding members 46 and 48, the diagonal member 20 and the structural skeleton 24 in this order, and concentrated on the connecting means 42, so as to make the supporting beam 14 and the holding members 46 and 48 relatively displaced in a horizontal direction. Vibrational energy, which brings about this relative displacement, is absorbed by the energy absorbing means 50. Thus, the response displacement and response acceleration (the inertial force) of the ceiling, which are caused by the disturbance, can be reduced to prevent the member constituting the ceiling from being damaged. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为了提供一种简单且廉价的悬吊天花板,通过在地震期间抑制天花板摆动来防止构成天花板的构件被损坏。 解决方案:提供对角构件20,以将由于扰动而在天花板上的惯性力传递到结构骨架24; 对角构件20和用于支撑天花板的支撑梁14通过连接装置42连接在一起。连接装置42设置有保持构件46和48以及能量吸收装置50.天花板上的惯性力 该干扰依次被传送到支撑梁14,能量吸收装置50,保持构件46和48,对角构件20和结构骨架24,并且集中在连接装置42上,以使 支撑梁14和保持构件46和48在水平方向上相对移位。 引起这种相对位移的振动能量被能量吸收装置50吸收。因此,可以减少由扰动引起的天花板的响应位移和响应加速度(惯性力),以防止构件 构成天花板被损坏。 版权所有(C)2009,JPO&INPIT
    • 9. 发明专利
    • Vibration control structure
    • 振动控制结构
    • JP2009002117A
    • 2009-01-08
    • JP2007166698
    • 2007-06-25
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MINEWAKI SHIGEO
    • E04H9/02
    • PROBLEM TO BE SOLVED: To provide a vibration control structure which suppresses shear deformation and bending deformation, caused in a structure, and which does not decrease a shear deformation-suppressing effect by the bending deformation. SOLUTION: The vibration control structure 14, which is equipped with a damper member 16 and a rigid member 18, is arranged astride a plurality of stories of the structure 12. The damper member 16 is arranged between a lower beam 24 and an intermediate member 26, and deformed on the occurrence of the shear deformation in the structure 12; and the rigid member 18 is arranged between an upper beam 22 and the intermediate member 26. The rigid member 18 is arranged in such a manner that the direction of the deformation of the damper member 16 on the occurrence of the shear deformation in the structure 12 becomes equal to that of the deformation of the damper member 16 when a supporting member 28 is axially deformed due to the occurrence of the bending deformation in the structure 12. Thus, the shear deformation and the bending deformation, which are caused in the structure 12, can be suppressed, and the effect of the damper member 16 for suppressing the shear deformation caused in the structure 12 is not decreased by the bending deformation. COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种抑制由结构引起的剪切变形和弯曲变形的振动控制结构,并且不会降低由弯曲变形引起的剪切变形抑制效果。 解决方案:配备有阻尼器构件16和刚性构件18的振动控制结构14跨过结构12的多个故障排列。阻尼构件16布置在下梁24和 中间构件26,并且在结构12中出现剪切变形时变形; 并且刚性构件18布置在上梁22和中间构件26之间。刚性构件18以这样的方式设置,即阻尼构件16在结构12中出现剪切变形时的变形方向 当由于结构12中的弯曲变形的发生而使支撑构件28轴向变形时,与阻尼构件16的变形相同。因此,结构12中引起的剪切变形和弯曲变形 ,并且由于弯曲变形,阻尼构件16对于结构12中引起的剪切变形的抑制效果不会降低。 版权所有(C)2009,JPO&INPIT
    • 10. 发明专利
    • Composite elastoplastic type rotating vibration control damper
    • 复合弹塑性旋转振动控制阻尼器
    • JP2007211986A
    • 2007-08-23
    • JP2007109691
    • 2007-04-18
    • Takenaka Komuten Co Ltd株式会社竹中工務店
    • MINEWAKI SHIGEONISHIMURA AKIRAHIGAKI AYUMIUSUDA KOICHI
    • F16F7/12F16F15/02
    • PROBLEM TO BE SOLVED: To provide a composite elastoplastic type rotating vibration control damper suitably applied to a position where rotational displacement is generated in a vibration control connector of a rack type hanging shelf.
      SOLUTION: This elastoplastic type rotating vibration control damper comprises: a tubular elastoplastic member 2; two mounting members 3, 4 fixed to both ends of the tubular elastoplastic member 2; and a rotating shaft 5 which is passed through an approximate center of the tubular elastoplastic member 2 and whose both ends are supported at first and second rotating shaft fulcrums 5a, 5b formed at intersections with respect to the mounting members 3, 4. A rigid member 6 is fixed and provided to the outside of at least one of the mounting member 3. An intersection where an extended portion of the rotating shaft 5 penetrates the rigid member 6 is formed as a third rotating shaft fulcrum 5c. At least two elastoplastic type rotating vibration control dampers 1 constituted as such are combined in parallel so that each of the rotating shafts 5, 5 are arranged on a common axis, and the two mounting members 3, 4 and each of the two elastoplastic type rotating vibration control dampers 1 are separately joined with two connector beams 8, 9.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种适用于在架式挂架的振动控制连接器中产生旋转位移的位置的复合弹性塑料型旋转振动控制阻尼器。 解决方案:该弹性塑料型旋转振动控制阻尼器包括:管状弹性体构件2; 固定在管状弹性体构件2的两端的两个安装构件3,4; 以及旋转轴5,其通过管状弹性体构件2的大致中心并且其两端被支撑在相对于安装构件3,4的交叉处形成的第一和第二旋转轴支点5a,5b处。刚性构件 6被固定并设置在安装构件3中的至少一个的外侧。旋转轴5的延伸部分穿过刚性构件6的交点形成为第三旋转轴支点5c。 将这样构成的至少两个弹性塑料型旋转振动控制阻尼器1并联组合,使得每个旋转轴5,5布置在共同的轴线上,并且两个安装构件3,4和两个弹性塑料型旋转 振动控制阻尼器1分别与两个连接器梁8,9接合。版权所有(C)2007,JPO&INPIT