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    • 2. 发明专利
    • Base isolation device
    • 基座隔离装置
    • JP2007239762A
    • 2007-09-20
    • JP2006058783
    • 2006-03-05
    • Okabe Co LtdUniv Of Tokyo国立大学法人 東京大学岡部株式会社
    • KAWAGUCHI KENICHIABE KEIICHIABE JUNICHIROYOKOYAMA SHINICHITAGUCHI TOMOYASU
    • F16F15/02E04B1/36E04H9/02
    • PROBLEM TO BE SOLVED: To provide a base isolation device capable of precisely preventing a yawing phenomenon by a simpler constitution, to contribute to reduction in cost and the expansion of a degree of freedom in application.
      SOLUTION: This base isolation device has a lower guide rail 16 and an upper guide rail 17 having a linear guide function in a plan view viewed at least from above, and two or more rolling bodies composed of spheres 18 arranged between these upper-lower guide rails 16 and 17 in a mutually separate state, and restrains the yawing phenomenon of an upper structure 3 by restraining action to relative rotational movement in the horizontal direction between the mutual upper-lower guide rails 16 and 17, acting via these separated rolling bodies.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供能够通过更简单的结构精确地防止偏航现象的基座隔离装置,有助于降低成本和扩大应用的自由度。 解决方案:该基座隔离装置具有至少从上方观察的俯视图中具有直线引导功能的下导轨16和上导轨17,以及由球体18构成的两个或更多个滚动体,布置在这些上部 - 较高的导轨16和17处于相互分开的状态,并且通过限制相互上下导轨16和17之间的水平方向上的相对旋转运动来抑制上部结构3的偏转现象,通过这些分离的 滚动体。 版权所有(C)2007,JPO&INPIT
    • 3. 发明专利
    • Base isolation device
    • 基座隔离装置
    • JP2007232091A
    • 2007-09-13
    • JP2006054708
    • 2006-03-01
    • Okabe Co LtdUniv Of Tokyo国立大学法人 東京大学岡部株式会社
    • KAWAGUCHI KENICHINAKAGAWA KENICHIABE KEIICHIYOKOYAMA SHINICHIABE JUNICHIROTAGUCHI TOMOYASU
    • F16F15/02E04B1/36E04H9/02
    • PROBLEM TO BE SOLVED: To prevent the shift of a rolling element travelling member and the jump-out of a rolling element resulting therefrom when excessive earthquake vibration is input.
      SOLUTION: The base isolation device 1 comprises linear motion type base isolation mechanisms 2, 2 mounted on a cross-shaped member 3 as an intermediate member. The cross-shaped member 3 is formed by squaring two H-beams 4a, 4b with each other so that their flanges are unevenly parallel. The base isolation mechanisms 2, 2 are mounted on the flange upper face of the H-beam 4a and on the flange lower face of the H-beam 4b with bolts, respectively, so that they are located on the upper and lower sides of the cross-shaped member 3 in their installation attitude. On the rolling element travelling member 21a as part of the base isolation mechanism 2, guide plates 31, 31 are erected along the direction of forming a groove 23 to constrain the lateral movement of the rolling element travelling member 21b.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题为了防止在输入过大的地震振动时滚动元件行驶件的偏移和由此导致的滚动元件的跳出。 解决方案:基部隔离装置1包括安装在作为中间构件的十字形构件3上的直线运动型基座隔离机构2,2。 十字形构件3通过使两个H形梁4a,4b彼此平齐而形成,使得它们的凸缘不平行地平行。 基座隔离机构2,2分别用螺栓安装在H型梁4a的凸缘上表面和H型梁4b的凸缘下表面上,使得它们位于 十字形构件3的安装姿态。 在作为基部隔离机构2的一部分的滚动体移动构件21a上,沿着形成槽23的方向竖立引导板31,31以约束滚动体行进构件21b的横向移动。 版权所有(C)2007,JPO&INPIT
    • 4. 发明专利
    • Base isolated structure, and base isolation device for use in the base isolated structure
    • 基础隔离结构和基础隔离装置用于基础隔离结构
    • JP2007239179A
    • 2007-09-20
    • JP2006058781
    • 2006-03-05
    • Okabe Co LtdUniv Of Tokyo国立大学法人 東京大学岡部株式会社
    • KAWAGUCHI KENICHIABE KEIICHIABE JUNICHIROYOKOYAMA SHINICHITAGUCHI TOMOYASU
    • E04H9/02E04B1/36F16F15/02
    • PROBLEM TO BE SOLVED: To provide a base solation technique which allows base isolation devices to dispersively bear an unexpectedly large horizontal force if the horizontal force is imposed on a building and the base isolation devices each undergo abnormal displacement falling out of a base isolation region, and facilitates recovery of an upper structure of the building to its original position after cancellation of the horizontal force.
      SOLUTION: Each base isolation device employs an abnormal displacement preventing means to cope with the abnormal displacement falling out of the base isolation region occurring due to an unexpected external force. The abnormal displacement preventing means accommodates relative displacement of an upper bearing member 5 to a lower bearing member, and at the same time prevents the abnormal displacement falling out of the base isolation region, by upward displacement of the upper bearing member 5 generated by rolling of a ball body 6 according to the displacement. Thus by virtue of cooperative operation of the abnormal displacement preventing means of the respective base isolation devices, the unexpected external force caused by wind etc. is dispersively borne by the base isolation devices.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种基础固定技术,其允许基础隔离装置在施加在建筑物上的水平力时分散地承受意想不到的大的水平力,并且基座隔离装置每个都经历从基座脱落的异常位移 隔离区域,并且在取消水平力之后便于将建筑物的上部结构恢复到其原始位置。 解决方案:每个基座隔离装置采用异常位移防止装置,以应对由于意外的外力而发生的从基座隔离区域脱落的异常位移。 异常位移防止装置容纳上轴承构件5相对于下轴承构件的相对位移,同时通过滚动产生的上轴承构件5的向上位移来防止异常位移从基座隔离区域脱落 一个球体6根据位移。 因此,通过各基座隔离装置的异常位移防止装置的协同操作,由风等引起的意外外力由基座隔离装置分散地承载。 版权所有(C)2007,JPO&INPIT
    • 5. 发明专利
    • Base isolation device
    • 基座隔离装置
    • JP2007239892A
    • 2007-09-20
    • JP2006063420
    • 2006-03-08
    • Okabe Co LtdUniv Of Tokyo国立大学法人 東京大学岡部株式会社
    • KAWAGUCHI KENICHIABE KEIICHIABE JUNICHIROYOKOYAMA SHINICHITAGUCHI TOMOYASU
    • F16F15/02
    • PROBLEM TO BE SOLVED: To provide a stable base isolation device for providing substantially constant base isolation performance regardless of the relative positional relationship between the support object side and the support side, by improving fluctuation in contact pressure with the guide rail side and fluctuation in a rotational ratio on the basis of a position of a sphere, in a base isolation layer using a guide rail and the sphere.
      SOLUTION: This base isolation device has the guide rail 1 having mutually separately arranged opposed inclined faces 5 and 6 each composed of a specific inclination and constituted so that an interval between the mutual these inclined faces 5 and 6 becomes gradually small toward both outside ends from a central part, and the sphere 2 rolling by abutting from the inside on the respective inclined faces 5 and 6 of this guide rail. The return function is imparted by displacement in the height direction of the sphere 2 itself generated when its sphere 2 rolls to the outside end side from the central part while abutting on the inclined faces 5 and 6.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种稳定的基座隔离装置,用于提供基本上恒定的基座隔离性能,而不管支撑物体侧和支撑侧之间的相对位置关系如何,通过改善与导轨侧的接触压力的波动和 基于球的位置的旋转比的波动,使用导轨的基底隔离层和球体。 解决方案:该基座隔离装置具有导轨1,该导轨1具有相互分开设置的相对的倾斜面5和6,每个倾斜面由特定倾斜度构成,使得这两个倾斜面5和6相互之间的间隔逐渐变小 从中心部分的外侧端部,并且球体2通过从该导轨的相应倾斜面5和6上的内侧抵接而滚动。 返回功能在球体2自身产生的高度方向上的位移被赋予,当球体2在与倾斜面5和6抵接时从中心部分向外侧端部滚动。(C)2007 ,JPO&INPIT
    • 6. 发明专利
    • Base isolated structure and abnormal displacement preventing device for the base isolated structure
    • 基础隔离结构和异常位移防止基础隔离结构的设备
    • JP2007239180A
    • 2007-09-20
    • JP2006058782
    • 2006-03-05
    • Okabe Co LtdUniv Of Tokyo国立大学法人 東京大学岡部株式会社
    • KAWAGUCHI KENICHIABE KEIICHIABE JUNICHIROYOKOYAMA SHINICHITAGUCHI TOMOYASU
    • E04H9/02E04H9/14F16F15/02
    • PROBLEM TO BE SOLVED: To provide an abnormal displacement preventing technique for a base isolated structure, which can prevent abnormal displacement falling out of a base isolation region when an expected large external force by wind or the like is applied to a building and the abnormal displacement falling out of the base isolation region occurs between an upper structure and a lower structure, by dispersing the external force to abnormal displacement preventing devices, and facilitates recovery of the upper structure to its original position after cancellation of the external force.
      SOLUTION: When three or more abnormal displacement preventing devices 1 for preventing the abnormal displacement falling out of the base isolation region, occurring between the lower structure and the upper structure, are set in addition to base isolation devices, each abnormal displacement preventing device 1 should have a displacing direction converting slope surface 2 for converting horizontal displacement between the lower structure and the upper structure into vertical displacement, and by virtue of cooperation of displacement preventing actions based on the respective slope surfaces 2, the abnormal displacement falling out of the base isolation region between the upper and lower structures can be prevented.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供一种用于基座隔离结构的异常位移防止技术,其可以防止当通过风等预期的大的外力施加到建筑物时异常位移从基部隔离区域脱落,并且 通过将外力分散到异常位移防止装置,在上部结构和下部结构之间发生从基部隔离区域脱落的异常位移,并且有助于在消除外力之后将上部结构恢复到其原始位置。 解决方案:除了基础隔离装置之外,还设置有三个以上用于防止异常位移从基础隔离区域脱落出现在下部结构和上部结构之间的异常位移防止装置1,每个异常位移防止 装置1应具有一个位移方向转换斜面2,用于将下结构和上结构之间的水平位移转换成垂直位移,并且由于基于相应的倾斜面2的位移防止动作协调,异常位移脱离 可以防止上下结构之间的基本隔离区域。 版权所有(C)2007,JPO&INPIT
    • 7. 发明专利
    • Slide bearing base isolation device
    • 滑动轴承座隔离装置
    • JP2008095932A
    • 2008-04-24
    • JP2006282052
    • 2006-10-16
    • Okabe Co Ltd岡部株式会社
    • ABE KEIICHIABE JUNICHIROYOKOYAMA SHINICHITAGUCHI TOMOYASU
    • F16F15/02E04B1/36E04H9/02
    • PROBLEM TO BE SOLVED: To simplify a device, reduce cost and improve durability by providing a slide bearing base isolation device capable of coping with uneven loading based on application error and deformation of a rail or parts relating to the rail due to earthquake and a strong wind with a simple structure.
      SOLUTION: The slide bearing base isolation device is provided with a retention member 6 installed in such a manner that movement in relation to at least an upper part structure 4 or a lower part structure 2 is limited, and a sliding member 7 including a tubular part inserted in a tubular retention hole 12 formed on the retention member 6 with passing through the same in an up-and-down direction. At least one of an upper surface and a lower surface of the sliding member 7 projecting out of the tubular retention hole 12 is made slidingly but on a bearing surface installed on the upper part structure 4 side and the lower part structure 2.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了简化设备,通过提供一种能够根据应用误差和由于地震引起的与轨道相关的部件的应变误差的应变的滑动轴承座隔离装置来降低成本并提高耐久性 风力强劲,结构简单。 滑动轴承座隔离装置设置有保持构件6,该保持构件6以相对于至少上部结构4或下部结构2的移动受到限制的方式安装,并且滑动构件7包括: 插入在保持构件6上形成的管状保持孔12中的管状部件,其沿上下方向穿过保持构件6。 突出于管状保持孔12的滑动构件7的上表面和下表面中的至少一个滑动地形成在安装在上部结构4侧和下部结构2上的支承面上。 版权所有(C)2008,JPO&INPIT
    • 8. 发明专利
    • Method for assembling reinforcement cage for cast-in-place concrete pile and device for assembling split reinforcement cage
    • 用于装配混凝土桩的加固笼的组装方法和用于组装分段加固笼的装置
    • JP2010281113A
    • 2010-12-16
    • JP2009135565
    • 2009-06-04
    • Okabe Co Ltd岡部株式会社
    • KADOYA HARUKATSUNISHIDA SHIGENORIABE JUNICHIROYODA HIROYUKI
    • E02D5/34
    • PROBLEM TO BE SOLVED: To adopt a binding means by binding wires of which fixing operations are relatively easy and inexpensive, which does not thermally affect reinforcing bars, and which can reliably achieve a binding state without loosening as a binding means of split hoop reinforcements split into an appropriate number and main reinforcements to each intersecting part and to provide a technique for assembling a split reinforcement cage suitable for this.
      SOLUTION: A plurality of split hoop reinforcements 4 split into an appropriate number are arranged at intervals from one another into a state with the inside of their circular parts open upward along the longitudinal direction of a rack made of a plurality of plate-like support members 2 and lateral members 3. A plurality of main reinforcements 5 are arranged in parallel at intervals with one another in a direction intersecting with the split hoop reinforcements 4 at right angles. The binding wires are wound and tightened from the inside over each intersecting part of the split hoop reinforcements 4 and the main reinforcements 5 in such a way that both end parts of the binding wires may be positioned inside the split hoop reinforcements 4 to assemble a split reinforcement cage. A plurality of split reinforcement cages are used and connected to one another by reinforcement joints 28 to form a cylindrical reinforcement cage.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:采用装订方式,通过捆绑固定操作相对容易且廉价的线,其不会影响钢筋,并且可以可靠地实现结合状态而不松动作为分离的装订手段 箍筋加强件分成适当的数量和每个相交部件的主要加强件,并提供一种组装适用于此的分割钢筋笼的技术。 分解成适当数量的多个分割箍加强件4彼此间隔地布置成其圆形部分的内部沿着由多个板状构件形成的齿条的纵向方向向上敞开的状态, 支撑构件2和横向构件3.多个主加强件5以与切割的环形加强件4成直角相交的方向彼此间隔地平行布置。 捆扎线在分开的箍加强件4和主加强件5的每个相交部分上的内侧被卷绕和紧固,使得捆扎线的两个端部可以位于分割的箍筋4内部以组装分裂 钢筋笼 通过加强接头28使用多个分裂钢筋笼并相互连接以形成圆柱形钢筋笼。 版权所有(C)2011,JPO&INPIT
    • 9. 发明专利
    • Clamp hardware for sandwiching steel frame flange
    • 夹具硬质合金钢框架法兰
    • JP2010138962A
    • 2010-06-24
    • JP2008314275
    • 2008-12-10
    • Okabe Co Ltd岡部株式会社
    • KADOYA HARUKATSUABE JUNICHIROYODA HIROYUKITAKASE SHUNSUKE
    • F16B2/12
    • PROBLEM TO BE SOLVED: To provide clamp hardware for sandwiching a steel frame flange equipped with an effective means for preventing local fracturing. SOLUTION: The clamp hardware consists of a roughly U-shaped body frame 1 made of a base strip 1a, a supporting strip 1b and a sandwiching strip 1c which are arranged oppositely in both sides of the base strip 1a by press-forming a steel plate, and a fastening bolt 2 which is screwed in and supported by the supporting strip 1b of the body frame 1 and moreover sandwiches a steel frame flange b with the sandwiching strip 1c. Furthermore, a concave section 4 or a convex section surrounded by a flat plane is formed on a surface of cross sections 1d, 1e between either or both of the supporting strip 1b and sandwiching strip 1c of the body frame 1A and the base strip 1a. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供用于夹持具有防止局部压裂的有效装置的钢框架法兰的夹具硬件。 解决方案:夹具硬件由大致U形的主体框架1组成,该主体框架1由基底条1a,支撑条1b和夹持条1c制成,它们通过压制成型相对地布置在基条1a的两侧 钢板和紧固螺栓2,其紧固在主体框架1的支撑带1b上并被支撑,并且夹持钢框架凸缘b与夹持条1c。 此外,在主体框架1A的支撑带1b和夹持条1c之一或两者之间的横截面1d,1e的表面上形成有由平面包围的凹部4或凸部。 版权所有(C)2010,JPO&INPIT