专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 发明专利

JPH11280835A Base isolation device 失效
标题翻译：基座隔离装置
公开(公告)号：JPH11280835A
公开(公告)日：1999-10-15
申请号：JP8403698
申请日：1998-03-30
申请人： Mitsubishi Steel Mfg Co Ltd , Takenaka Komuten Co Ltd , Thk Co Ltd , テイエチケー株式会社 , 三菱製鋼株式会社 , 株式会社竹中工務店
发明人： KURABAYASHI HIROSHI , KOMI TOSHIO , YAGUCHI DAISUKE , MURAI NOBUYOSHI , UCHIYAMA YOSHIHIDE , YAMAMOTO MASAFUMI , KUSAKABE KAZUICHI , YOSHIOKA HIROKAZU , SHIRAI TAKEKI , MICHIOKA HIDEKAZU , KIMOTO MASASHI
IPC分类号： F16F15/02
摘要： PROBLEM TO BE SOLVED: To prevent excessive force from being exerted so as to avoid the occurrence of damage.
SOLUTION: A base isolation device is composed of a foundation side linear rail 7 provided on the upper surface of a foundation 1, a structure side linear rail 10 which is provided at the lower surface of a structure 2 provided above the foundation 1, in a direction orthogonal to the foundation side rail 7, a support member 11 having a lower part movably engaged with the foundation side rail 7, for transmitting a load from the structure side rail 10 to the foundation side rail 7, and inclination allowing mechanisms 8 provided between the structure 2 and the structure side rail 10 and/or between the foundation 1 and the foundation side rail 11.
COPYRIGHT: (C)1999,JPO
摘要翻译：要解决的问题：为了防止施加过大的力以避免损坏的发生。解决方案：基座隔离装置由设置在基座1的上表面上的基座侧线性导轨7，设置在设置在基座1上方的结构体2的下表面的结构侧线性轨道10构成。与基座侧轨道7正交的方向，具有与基座侧轨道7可移动地接合的下部的支撑构件11，用于将结构侧轨10的负载传递到基座侧轨道7，以及设置在基座侧轨道7之间的倾斜允许机构8 结构2和结构侧轨10和/或基座1和基座侧轨11之间。

2. 发明专利

JP2012112188A Floor structure 有权
标题翻译：地板结构
公开(公告)号：JP2012112188A
公开(公告)日：2012-06-14
申请号：JP2010262813
申请日：2010-11-25
申请人： Ihi Infrastructure Systems Co Ltd , Takenaka Komuten Co Ltd , 株式会社Ihiインフラシステム , 株式会社竹中工務店
发明人： HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , YONEDA HARUMI , OHATA KATSUTO , HAMABE CHISAKO , IMAZEKI MASANORI , KAZAMA MUTSUHIRO , SHIGA YUJI , IWAMOTO HIROSUKE
IPC分类号： E04F15/18 , E04B5/43 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a floor structure that prevents or reduces rocking motions arising in a vertically base-isolated floor section.SOLUTION: When the production of overturning moment forces a floor section 32 to be inclined obliquely, adjacent force transfer members 68A and 68B are relatively displaced in a vertical direction so that a torsional force can act on a rod body 64 between a pair of arm members 66A and 66B. In this case, since torsional rigidity of the rod body 64 resists the torsional force, the rocking motions arising in the floor section 32 can be prevented or reduced.
摘要翻译：要解决的问题：提供防止或减少在垂直隔离地板部分中产生的摇摆运动的地板结构。解决方案：当倾翻力矩的产生迫使地板部分32倾斜倾斜时，相邻的力传递构件68A和68B在垂直方向上相对移位，使得扭转力可以作用在一对之间的杆体64上的臂构件66A和66B。在这种情况下，由于杆体64的扭转刚度抵抗扭转力，所以能够防止或减小地板部32中产生的摆动。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2012102592A Floor structure 审中-公开
标题翻译：地板结构
公开(公告)号：JP2012102592A
公开(公告)日：2012-05-31
申请号：JP2010253989
申请日：2010-11-12
申请人： Ihi Infrastructure Systems Co Ltd , Takenaka Komuten Co Ltd , 株式会社Ihiインフラシステム , 株式会社竹中工務店
发明人： HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , YONEDA HARUMI , OHATA KATSUTO , HAMABE CHISAKO , IMAZEKI MASANORI , KAZAMA MUTSUHIRO , SHIGA YUJI , IWAMOTO HIROSUKE
IPC分类号： E04F15/18 , E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a floor structure which can reduce or eliminate a horizontal force of a floor part carried by a vertical base-isolating device.SOLUTION: A floor structure 28 includes a floor part 32 disposed above a floor slab 30 provided at the lower portion of a beam 22 and supported by a vertical base-isolating device 48 and a force transmission mechanism 34 provided between a lateral face of the beam 22 and a lateral face of the floor part 32, and the floor structure 28 can reduce or eliminate a horizontal force of the floor part 32 carried by the vertical base-isolating device 48.
摘要翻译：要解决的问题：提供一种能够减少或消除由垂直隔离装置承载的地板部分的水平力的地板结构。解决方案：地板结构28包括设置在梁22的下部并由竖直基底隔离装置48支撑的地板30上方的地板部分32和设置在横梁22的侧面之间的力传递机构34 并且地板结构28可以减少或消除由垂直隔离装置48承载的地板部分32的水平力。版权所有（C）2012（C）2012 ，JPO＆INPIT

4. 发明专利

JP2011226124A Building 审中-公开
标题翻译：建造
公开(公告)号：JP2011226124A
公开(公告)日：2011-11-10
申请号：JP2010096006
申请日：2010-04-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： TANAKA HIDEYUKI , YAMAMOTO MASAFUMI , OTAKE KAZUO , SONE TAKAYUKI
IPC分类号： E04B1/70 , E04B1/74
摘要： PROBLEM TO BE SOLVED: To suppress retention of air around a building.SOLUTION: Underground ventilation flues 16 and 18 have first ventilation flues 16A and 18A, and second ventilation flues 16B and 18B, respectively. The second ventilation flues 16B and 18B are provided on a foundation 12, and thereinto, air lowering along a structure 14 is introduced. The air introduced into the second ventilation flues 16B and 18B is introduced into the first ventilation flues 16A and 18A provided under the structure 14 and derived from the second ventilation flues 16B and 18B provided on the side opposite to the structure 14. This allows circulation of air on the side opposite to the structure 14, and retention of heat or air on the side opposite to the structure 14 is suppressed.
摘要翻译：要解决的问题：抑制建筑物周围空气的滞留。
解决方案：地下通风口16和18分别具有第一通风流16A和18A，第二通风流16B和18B。第二通气流16B和18B设置在基座12上，并且其中引入沿结构14的空气降低。引入第二通气流16B和18B的空气被引入到设置在结构14下方的第一通风管16A和18A中，并且从设置在与结构14相对的一侧的第二通风流16B和18B得到。这允许循环在与结构14相对的一侧的空气中，并且抑制热或空气在与结构14相对的一侧的保持。版权所有（C）2012，JPO＆INPIT

5. 发明专利

JP2011174293A Building structure, building, and base-isolated building 有权
标题翻译：建筑结构，建筑和基础隔离建筑
公开(公告)号：JP2011174293A
公开(公告)日：2011-09-08
申请号：JP2010039144
申请日：2010-02-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , TONO MASAHIKO , OHATA KATSUTO , HAMABE CHISAKO
IPC分类号： E04H9/02 , E04H5/02
摘要： PROBLEM TO BE SOLVED: To provide building structure, a building and a base-isolated building having a double floor, which allow a person to enter into an underfloor space. SOLUTION: A floor slab 34 is provided in a lower part of a beam 22, and the underfloor space 50 of a height allowing the person to enter thereinto is formed between the floor slab 34 and a floor part 36 supported by the floor slab 34. Maintenance work for a facility cable, facility equipment and the like laid on the underfloor space 50 is thereby carried out while the person enters into the underfloor space 50. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供建筑结构，建筑物和基础隔离的建筑物，具有双层，允许人进入地板下空间。解决方案：在梁22的下部设置有地板坯34，并且在地面板34和由地板支撑的地板部分36之间形成允许人进入的高度的地板下部空间50 因此，当人进入地板下空间50时，进行铺设在地板下空间50上的设备电缆，设备设备等的维护工作。（C）2011年，JPO和INPIT

6. 发明专利

JP2011140970A Base isolation construction and structure 审中-公开
标题翻译：基础隔离结构与结构
公开(公告)号：JP2011140970A
公开(公告)日：2011-07-21
申请号：JP2010000702
申请日：2010-01-05
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： OTA YOSHIHIRO , WATANABE FUMIO , YAMAMOTO MASAFUMI , URABE AI , YONEDA HARUMI , TAKEUCHI MITSURU
IPC分类号： F16F15/02 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To exhibit the base isolation effect, even if large disturbance is added by a big earthquake.
SOLUTION: When assuming that the relative movement direction (the rocking direction) runs along the X direction, a PC steel material 104X arranged along the X direction extends in the axial direction, and exhibits restoring force by rigidity in the axial direction. While, when assuming that the relative movement direction (the rocking direction) runs along the Y direction, the PC steel material 104X arranged along the X direction is deformed in the direction orthogonal to the axial direction, and exhibits restoring force by rigidity of a chord.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：即使大地震加大扰动，也可以表现出基地隔离效果。解决方案：当假设相对运动方向（摇摆方向）沿X方向延伸时，沿X方向布置的PC钢材104X沿轴向延伸，并且在轴向方向上呈现刚性的恢复力。当假设相对运动方向（摇摆方向）沿着Y方向延伸时，沿着X方向排列的PC钢材104X在与轴向正交的方向上变形，并且由于弦的刚性呈现恢复力。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2011058330A Moving method of structure and building 有权
标题翻译：结构与建筑移动方法
公开(公告)号：JP2011058330A
公开(公告)日：2011-03-24
申请号：JP2009212281
申请日：2009-09-14
申请人： Takenaka Komuten Co Ltd , Tokyo Institute Of Technology , 国立大学法人東京工業大学 , 株式会社竹中工務店
发明人： WADA AKIRA , HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , HISAIE HIDEO , TONO MASAHIKO , TANIGUCHI HAJIME , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/36 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a moving method of a structure by which a base-isolation-supported structure can be moved without regard to a weight or a size of the structure, and to provide a building having the structure which is moved by this moving method of the structure.
SOLUTION: By applying force by a force-application means in the lateral direction on a slide member 28 on a rubber body side fixed on a rubber body 22, the magnitude and the direction of resilience generated from the rubber body 22 on which the force is applied change. Because of this, the balance state of the resilience-reaction force changes, and the upper structure 12 moves in the lateral direction with respect to the lower structure 16 until it becomes in the new balance state.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种结构的移动方法，其中可以移动基底隔离支撑结构而不考虑结构的重量或尺寸，并且提供具有以下结构的建筑物：移动了这种结构的移动方式。解决方案：通过施力装置在横向上施加在固定在橡胶主体22上的橡胶主体侧上的滑动构件28上的力，从橡胶主体22产生的弹性的大小和方向力量应用变化。因此，弹性反作用力的平衡状态发生变化，上部结构体12相对于下部结构体16在横向上移动直到其变为新的平衡状态。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2010189998A Base-isolation structure and building having the same 有权
标题翻译：基础隔离结构和建筑物
公开(公告)号：JP2010189998A
公开(公告)日：2010-09-02
申请号：JP2009037928
申请日：2009-02-20
申请人： Takenaka Komuten Co Ltd , Tokyo Institute Of Technology , 国立大学法人東京工業大学 , 株式会社竹中工務店
发明人： WADA AKIRA , HAMAGUCHI HIROKI , YAMAMOTO MASAFUMI , HISAIE HIDEO , TONO MASAHIKO , TANIGUCHI HAJIME , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , E04B1/36 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolation structure which has a simple constitution, and which can adjust a frictional force generated between an upper structure and a sliding plate. SOLUTION: The sliding plate 26 comprises a first area 26A, and a second area 26B different in coefficient of friction from the first area 26A. All support portions 22 are placed on the first area 26A, and any one of the relatively-displaced support portions 22 can be placed on the second area 26B. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有简单构造并且可以调节在上部结构和滑动板之间产生的摩擦力的基础隔离结构。解决方案：滑板26包括第一区域26A和与第一区域26A不同的摩擦系数的第二区域26B。所有支撑部分22被放置在第一区域26A上，并且相对移位的支撑部分22中的任何一个可以被放置在第二区域26B上。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2010189922A Base isolation structure, design method of base isolation structure, and building 有权
标题翻译：基础隔离结构，基础隔离结构设计方法和建筑
公开(公告)号：JP2010189922A
公开(公告)日：2010-09-02
申请号：JP2009035136
申请日：2009-02-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO MASAFUMI
IPC分类号： E04H9/02 , F16F15/02 , G05D19/00
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive base isolation structure for reducing shaking caused in a structure by an earthquake or the like, a design method of the base isolation structure, and a building having the base isolation structure. SOLUTION: The base isolation structure 24 includes a base isolation bearing 20 and a semiactive damper 22. The semiactive damper 22 sets a state capable of assigning a resisting force of F 0 or -F 0 to an upper structure 16 based on the positive/negative stroke displacement δ, constant α and stroke speed δ' of the semiactive damper 22. Thus, the semiactive damper 22 functions as a spring when the stroke displacement δ is large, and functions as a damper when the stroke speed δ' is large. Accordingly, deformation and residual deformation caused in a base isolation layer 18 can be reduced. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：解决的问题：提供一种便宜的基础隔离结构，用于减少由地震等引起的结构中产生的振动，基础隔离结构的设计方法和具有基础隔离结构的建筑物。解决方案：基部隔离结构24包括基部隔离轴承20和半主动阻尼器22.半主动阻尼器22设定能够分配F 0 或-F SB的阻力的状态 > 0 到基于正/负冲程位移δ，半主动阻尼器22的常数α和冲程速度δ'的上部结构16.因此，当冲程位移δ为并且当行程速度δ'大时用作阻尼器。因此，可以减小在基底隔离层18中引起的变形和残留变形。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2010101092A Vibration control device and building having the same 有权
标题翻译：振动控制装置和具有它的建筑物
公开(公告)号：JP2010101092A
公开(公告)日：2010-05-06
申请号：JP2008274433
申请日：2008-10-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRAKAWA YASUAKI , YAMAMOTO MASAFUMI , SABURI KAZUHIRO , KUSHIMA SOICHIRO , TAKEUCHI MITSURU
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control device capable of changing a natural period of a weight, and a building having the vibration control device. SOLUTION: When the swing of a building 12 develops and the vibration magnitude of a floor slab 28 (weight) detected with a vibration detecting device 58 exceeds a predetermined value, a control means 56 actuates a solenoid 54. The solenoid 54 moves a stopper member 52 upward to engaged with a pin 44. Thereby, the pin 44 moves to a fixing table 50 side through the biasing force of a coil spring 48 to slip out of a flange 42, disengaging an engaging member 34 from the through-hole 36 of a floor slab 18A to cause the engaging member 34 to move downward (drop). As a result, the fixation (restraint) of part 26A of a suspension member 26 with the engaging member 34 is released to change the suspension length of the floor slab 28 from L 1 to L 2 (refer to Fig.4), with the period of the floor slab 28 prolonged. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够改变重量的自然周期的振动控制装置和具有振动控制装置的建筑物。解决方案：当建筑物12的摆动发展并且用振动检测装置58检测到的楼板28（重量）的振动幅度超过预定值时，控制装置56致动螺线管54.螺线管54移动止动构件52向上以与销44接合。由此，销44通过螺旋弹簧48的偏压力移动到固定台50侧，以从凸缘42滑出，使接合构件34与通孔底板18A的孔36，使接合构件34向下移动（下降）。结果，释放具有接合构件34的悬挂构件26的部分26A的固定（约束），以将楼板28的悬挂长度从L 1 改变为L 2 （参照图4），延长了楼板28的周期。版权所有（C）2010，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式