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1. 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

2. 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

3. 发明专利

JP2012137339A Base-isolating device supervisory system 有权
标题翻译：基站隔离设备监控系统
公开(公告)号：JP2012137339A
公开(公告)日：2012-07-19
申请号：JP2010288765
申请日：2010-12-24
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HAMABE CHISAKO , OHATA KATSUTO , HISAIE HIDEO
IPC分类号： G01M99/00 , E04H9/02 , G01D21/00 , G08C17/00
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating device supervisory system capable of accurately obtaining occurrence of an unexpected abnormality of a base-isolating device.SOLUTION: A supervisory unit 20 continuously stores horizontal shift amount, height variation, flange inclination and temperature of a base-isolating device 12 in time series for every determined interval. It also displays deformed state information indicating a deformation condition of the base-isolating device 12 over time based on the horizontal shift amount, height variation, the flange inclination and the temperature.
摘要翻译：要解决的问题：提供一种能够准确地获得基础隔离装置的意外异常的发生的基础隔离装置监视系统。
解决方案：监控单元20以每个确定的间隔连续存储隔离装置12的水平位移量，高度变化，法兰倾斜度和温度。还根据水平移动量，高度变化，法兰倾斜度和温度，显示表示基础隔离装置12随时间的变形状态的变形状态信息。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2010190409A Seismic isolation device and building 有权
标题翻译：地震隔离装置和建筑物
公开(公告)号：JP2010190409A
公开(公告)日：2010-09-02
申请号：JP2009038245
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： F16F15/04 , E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a seismic isolation device preventing the reduction in performance or damage of a laminated rubber and utilizing the maximum performance of the laminated rubber, and also to provide a building having the seismic isolation device. SOLUTION: The seismic isolation device 16 having the laminated rubber 20 and a sliding device 22 is provided between a lower structure 12 and a upper structure 14 which are relatively moved from each other. Then, a sliding start load at which the sliding deformation of the sliding device 22 is started is equalized to a shearing force which causes a predetermined shear strain in the laminated rubber 20. Hence, a greater horizontal force than a shearing force which causes a predetermined shear strain to the laminated rubber 20 is prevented from acting on the laminated rubber 20. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种防止层压橡胶的性能降低或破坏并利用层压橡胶的最大性能的隔震装置，并且还提供具有隔震装置的建筑物。解决方案：具有层压橡胶20和滑动装置22的隔震装置16设置在彼此相对移动的下部结构12和上部结构14之间。然后，开始滑动装置22的滑动变形的滑动启动负载与层叠橡胶20中产生规定的剪切应变的剪切力相等。因此，比施加预定的剪切力的剪切力大的水平力防止层压橡胶20的剪切应变作用在层压橡胶20上。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2009257039A Aseismatic reinforcing method and aseismatic reinforcing structure for existing building 审中-公开
标题翻译：用于现有建筑的ASEISMATIC增强方法和ASEISMATIC加固结构
公开(公告)号：JP2009257039A
公开(公告)日：2009-11-05
申请号：JP2008110141
申请日：2008-04-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： ITO HIDEJI , INOUE TOMITA , YAMAMOTO MASAFUMI , HISAIE HIDEO
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an aseismatic reinforcing method and an aseismatic reinforcing structure for an existing building that can fully exhibit a required reinforcing effect with excellent workability and economical efficiency without needing large-scale construction besides making effective use of an existing frame in spite of an aseismatic reinforcing technology of the type of reinforcing existing beams in the existing building.
SOLUTION: The aseismatic reinforcing method comprises steps of: newly providing a beam joint part 1 of steel structure including a column-beam joint part 10 of the existing building, around the column-beam joint part 10; filling grout in the new beam joint part 1 of steel structure to integrate the beam joint part 1 with an existing column 11; connecting new steel beams 3, 3 arranged on both sides of the existing beam 12, to the existing column 11 through the new beam joint part 1 of steel structure; and joining the new steel beams 3 integrally to existing floor slabs 13 or the existing beam 12.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为现有建筑物提供抗震加固方法和抗震加固结构，可充分展现所需的增强效果，具有优异的加工性和经济效益，而不需要大规模的施工，除了有效利用现有的尽管现有建筑物中加强现有梁的类型是抗震加固技术。解决方案：抗震加固方法包括以下步骤：在柱梁接头部分10的周围，新建一个包括现有建筑物的柱梁接头部分10的钢结构梁梁接头部分1; 在钢结构的新梁接头部分1中填充灌浆，将梁接头部分1与现有的列11结合; 通过钢结构的新的梁接头部分1将现有梁12两侧的新钢梁3,3连接到现有的柱11上; 并将新的钢梁3一体地连接到现有的楼板13或现有的梁12上。（C）2010，JPO＆INPIT

6. 发明专利

JP2011061978A Construction method of power supply panel 审中-公开
标题翻译：电源板构造方法
公开(公告)号：JP2011061978A
公开(公告)日：2011-03-24
申请号：JP2009209296
申请日：2009-09-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HARAKAWA KENICHI , KAGEYAMA KENJI , KAMEI YOSHINOBU , SUZUKI MASAKI , KUSHIBE AKIMICHI , HISAIE HIDEO , OKAMOTO HAJIME , HASEGAWA KAN
IPC分类号： H02G3/38
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a power supply panel which facilitates construction of the power supply panel even in a wide power supply region.
SOLUTION: The construction method for installing a power supply panel 10 formed of a plurality of conductive plates and an insulating layer provided between the plurality of conductive plates on the floor 2 includes: a step of arranging at least one rolled conductive plate 12 of the plurality of conductive plates 12 on the floor 2 at a unwinding start point of the conductive plate 12 with the insulating layer 3 interposed therebetween, and a step for laying the conductive plate 12 by moving the rolled conductive plate 12 along the plate surface of the floor 2 while unwinding.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供即使在宽电源区域中也能够实现电源面板的构造的电源面板的构造方法。解决方案：用于安装由多个导电板形成的电源面板10和设置在地板2上的多个导电板之间的绝缘层的构造方法包括：将至少一个卷绕的导电板12 在导电板12的展开起始点处的多个导电板12的绝缘层3插入在地板2上的多个导电板12，以及通过沿着板状表面移动轧制的导电板12来放置导电板12的步骤地板2放松时。版权所有（C）2011，JPO＆INPIT

7. 发明专利

JP2010189999A Base-isolation structure and building having the same 审中-公开
标题翻译：基础隔离结构和建筑物
公开(公告)号：JP2010189999A
公开(公告)日：2010-09-02
申请号：JP2009037929
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 capable of suppressing the relative displacement of upper and lower structures.
SOLUTION: A frictional material 26 higher in coefficient of friction than a sliding plate 34 is provided at the peripheral edge of a sliding surface 24. Thus, even when a support portion 22 goes over an upward slope portion 24B, the relative displacement of the upper and lower structures 16 and 14 is suppressed by the frictional material 26. This can prevent the collision of the upper structure 16 with a member provided on its periphery.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供能够抑制上下结构的相对位移的基础隔离结构。解决方案：在滑动面24的周缘设置有摩擦系数高于滑动板34的摩擦材料26.因此，即使当支撑部分22越过向上的倾斜部分24B时，相对位移通过摩擦材料26可以抑制上下结构体16和14的阻力。这可以防止上部结构16与设置在其周边上的构件的碰撞。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2010189997A Base-isolated structure and building having the same 审中-公开
标题翻译：基础隔离结构和建筑物
公开(公告)号：JP2010189997A
公开(公告)日：2010-09-02
申请号：JP2009037927
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 prevent an upper structure from overturning.
SOLUTION: A foundation section 18 is provided with a spare support section 24 capable of supporting the relatively-displaced upper structure 16. More specifically, the upper structure 16 is normally placed on a support section 22, and is not placed on the spare support section 24. In this case, the upper structure 16 can be supported by the spare support section 24, so that the shortage of the number of supporting points for supporting the upper structure 16 can be prevented when the upper and lower structures 16 and 14 are relatively displaced. This can prevent the upper structure 16 from overturning and inhibit the upper structure 16 from being broken or damaged.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：防止上部结构翻倒。解决方案：基础部分18设置有能够支撑相对移位的上部结构16的备用支撑部分24.更具体地，上部结构16通常放置在支撑部分22上，并且不被放置在在这种情况下，上部结构16可以被备用支撑部24支撑，从而当上部和下部结构16和16的支撑点的数量不足时，可以防止上部结构16的支撑点数量的不足。 14相对流离失所。这可以防止上部结构16翻倒并且阻止上部结构16被破坏或损坏。版权所有（C）2010，JPO＆INPIT

9. 发明专利

JP2010037789A Base-isolated structure, building, and base-isolated building 有权
标题翻译：基础隔离结构，建筑和基础隔离建筑
公开(公告)号：JP2010037789A
公开(公告)日：2010-02-18
申请号：JP2008200900
申请日：2008-08-04
申请人： Takenaka Komuten Co Ltd , Akira Wada , 章和田 , 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 , E04H5/02 , F16F15/02 , F16F15/04 , G21C13/024
CPC分类号： Y02E30/40
摘要： PROBLEM TO BE SOLVED: To provide a base-isolated structure capable of efficiently base-isolating a container in both horizontal and vertical directions, a building having the base-isolated structure, and a base-isolated building having the building horizontally base-isolated. SOLUTION: A structure 22 is supported with a horizontal base-isolating device 18. The container 24 supported with a vertical base-isolating device 26 is arranged inside the structure 22. The structure 22 is provided with a guide means 32 for permitting the vertical movement in the container 24 and regulating the horizontal movement therein. This can reduce vertical and horizontal vibrations transmitted to the container 24 by earthquakes etc. Additionally, the vertical base-isolating device 26 has only to support the container 24 lighter than the building, thereby the container 24 can be efficiently base-isolated in both the horizontal and vertical directions. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供能够在水平和垂直方向上有效地将容器隔离的基础隔离结构，具有基础隔离结构的建筑物和具有建筑物水平基座的基础隔离建筑物 -孤立。解决方案：结构22由水平基底隔离装置18支撑。支撑有垂直底部隔离装置26的容器24布置在结构22的内部。结构22设置有导向装置32，用于允许在容器24中的垂直运动并调节其中的水平运动。这可以减少通过地震等传递到容器24的垂直和水平振动。另外，垂直底部隔离装置26仅仅支撑比建筑物更轻的容器24，从而容器24可以有效地基于隔离水平和垂直方向。版权所有（C）2010，JPO＆INPIT

10. 发明专利

JP2011252516A Base-isolated structure 有权
标题翻译：基础隔离结构
公开(公告)号：JP2011252516A
公开(公告)日：2011-12-15
申请号：JP2010125206
申请日：2010-05-31
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： F16F15/04 , E04B1/36 , E04H9/02 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To reduce or eliminate torsional deformation generated in a laminated rubber.SOLUTION: An upper plate 18 is rotatably connected to the lower portion of an upper structure 14 by an upper connecting means 20, and a lower plate 22 is rotatably connected to the upper portion of a lower structure 12 by a lower connecting means 24. Therefore, the torsional deformation generated in a laminated rubber body 16 is reduced or eliminated.

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