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1. 发明专利

JP2005061565A Laminated rubber support 有权
标题翻译：层压橡胶支撑
公开(公告)号：JP2005061565A
公开(公告)日：2005-03-10
申请号：JP2003295011
申请日：2003-08-19
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKENAKA YASUO , YAMADA SHUNICHI , UENO KAORU , SAITO HAJIME , YAMADA KAZUHIKO
IPC分类号： E01D19/04 , E01D101/00 , E04B1/36 , E04H9/02 , F16F1/40 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To control the action of tensile force on a laminated rubber in accompany with floating while securing the sufficient floating allowance and the resistance force to the floating of an upper structure in a laminated rubber support used in a structure on which the tensile force is axially acted, or a specific part in the structure. SOLUTION: In this laminated rubber support 1 composed of the laminated rubber 2 and flanges 3, 4 integrated with upper and lower parts of the laminated rubber, the flexural rigidity of a part 3a (4a) excluding a part directly or indirectly overlapped to the laminated rubber 2, of at least one of the upper and lower flanges 3, 4, is determined to generate out-of-plane bending deformation by the axial tensile force smaller than the axial tensile force of a degree damaging the laminated rubber 2. At least one of the flanges 4 is divided into a central part 41 directly or indirectly overlapped to the laminated rubber 2 and joining the laminated rubber 2, and a peripheral part 42 located at the periphery of the central part 41 and relatively thinner than the central part 41, and the central part 41 and the peripheral part 42 are separatably joined each other. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了控制叠层橡胶上的拉力的作用伴随浮动，同时确保足够的浮动余量和阻力作用于上部结构浮动在用于结构中的层压橡胶支架中其张力被轴向作用，或结构中的特定部分。解决方案：在由叠层橡胶2构成的层压橡胶支撑件1和与叠层橡胶的上部和下部形成一体的凸缘3,4之外，除了直接或间接重叠的部分之外的部分3a（4a）的弯曲刚度确定上下凸缘3,4中的至少一个的层合橡胶2通过小于受到破坏层压橡胶2的程度的轴向张力的轴向张力而产生平面外的弯曲变形至少有一个凸缘4被分成直接或间接地叠置在叠层橡胶2上的中心部分41，并且连接层压橡胶2和位于中心部分41周边的周边部分42，并且比其薄中央部分41和中心部分41和周边部分42可分离地彼此接合。版权所有（C）2005，JPO＆NCIPI

2. 发明专利

JP2006124960A Wind oscillation preventing device 审中-公开
标题翻译：风振荡防止装置
公开(公告)号：JP2006124960A
公开(公告)日：2006-05-18
申请号：JP2004311691
申请日：2004-10-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： UENO KAORU , TAGAMI ATSUSHI , KATAMURA RYUTA
IPC分类号： E04H9/02 , E04H9/14 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a wind oscillation preventing device capable of being realized at a low cost and surely fixing a foundation and an upper structure at need without being required for any electricity for switching from a wind oscillation preventing state to a vibration isolation state.
SOLUTION: The wind oscillation preventing device 30 installed together with a vibration isolation device 32 between the foundation 24 of a vibration isolation building 31 and the upper structure 25 locks the movement of the foundation 24 and the upper structure 25 by extending and contracting to abut a bar body controlling resulted from addition and the cut off of water service pressure toward the other of the foundation 24 or the upper structure 25 from the body provided to one of the foundation 24 or the upper structure 25. A faucet 26 of water works as a water service pressure switching operation section carrying out a switching operation of the addition and the cut off of the water service pressure is provided to the inside of the upper structure 25.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够以低成本实现的风振动防止装置，并且在需要时可靠地固定基座和上部结构，而不需要用于从风振动防止状态切换到隔振状态。解决方案：与振动隔离装置32一起安装在隔振建筑物31的基座24与上部结构25之间的防风振动装置30通过延伸和收缩来锁定基座24和上部结构25的运动以便从设置在基座24或上部结构25中的一个上的主体抵靠由加入引起的杆身控制和从基座24或上部结构25的另一个侧面切断供水压力。水龙头26 作为水服务压力切换操作部，作为上部结构体25的内部，进行加压切断和供水压力切断的切换动作。（C）2006年，JPO＆NCIPI

3. 发明专利

JP2005030107A Load receiving device for changing base isolation device and changing method of base isolation device 审中-公开
标题翻译：用于更换基座隔离装置的负载接收装置和基本隔离装置的改变方法
公开(公告)号：JP2005030107A
公开(公告)日：2005-02-03
申请号：JP2003272157
申请日：2003-07-09
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TAKENAKA YASUO , UENO KAORU
IPC分类号： E04H9/02 , E04G21/16 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To carry out an exchange of a base isolation device installed in the existing base isolation building without contracting the base isolation device in the direction of the axis to maintain the level of an the superstructure in a state to remain unchanged.
SOLUTION: A load receiving device 1 bearing vertical load and horizontal load of the superstructure 5 in a using state is set in a space between the superstructure 5 and a lower structure 6 divided into up and down in a state to connect it to the supersurface or the lower surface of the base isolation device 4 in series. The load receiving device 1 comprises a projected member 2 having a projection section 2b connected to either one of the superstructure 5 and the lower structure 6 or the base isolation device 4 and a recess member 3 connected to the base isolation device 4 or either one of the superstructure 5 and the lower structure 6, having a recess section 3c and combined with the projected member 2 turning the recess section 3c to the projected member 2 side, the recess member 3 is constituted of a plurality of recess member constituents 31, the recess member constituents 31 and 31 adjacent to each other are connected to each other in the horizontal direction in a using state, and the recess member constituents are separable in the case the base isolation device 4 is changed.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了进行安装在现有基座隔离建筑物中的基座隔离装置的更换，而不会在轴线方向上收缩基座隔离装置，以将上部结构的水平保持在保持的状态不变。解决方案：使用状态下承载上部结构5的垂直载荷和水平载荷的载荷承受装置1被设定在上部结构5和下部结构6之间的空间中，上部结构5和下部结构6在将其连接到基础隔离装置4的超表面或下表面串联。负载接收装置1包括具有连接到上部结构5和下部结构6或基部隔离装置4中的任一个的突出部2b的突出部件2和连接到基部隔离装置4的凹部3，上部结构5和下部结构6具有凹部3c并与突出部件2组合以使凹部3c转动到突出部件2侧，凹部3由多个凹部构件31构成，凹部相邻的构件构件31和31在使用状态下在水平方向上彼此连接，并且在基础隔离装置4改变的情况下，凹部构件成分是可分离的。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2003278407A Temporary restraining tool for seismic isolator and restraining method 有权
标题翻译：地震隔离器和限制方法的临时限制工具
公开(公告)号：JP2003278407A
公开(公告)日：2003-10-02
申请号：JP2002088461
申请日：2002-03-27
申请人： Kajima Corp , 鹿島建設株式会社
发明人： UENO KAORU , TSURUYA IWAO
IPC分类号： E04B1/36 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To prevent the deformation of a seismic isolator due to a laminated rubber by vibrations and load applied to the seismic isolator, and to assure the quality of the seismic isolator while also ensuring safety in the case of the execution of works when the seismic isolator is transported at the construction site of a seismically isolated building and during the execution of works of the building.
SOLUTION: In the seismic isolator 1, which is disposed on a foundation for a building skeleton and in which the laminated rubbers 2 by the alternate- layer structure of the rubber and a steel plate are disposed among upper-lower flange plates 3 and 3, restraining members 10 restraining the relative displacement of the flange plates 3 and 3 are installed detachably among the flange plates 3 and 3.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了防止地震隔离器由于振动和施加到地震隔离器的载荷而导致的地震隔离器的变形，并且确保地震隔离器的质量，同时还确保在执行情况下的安全性当地震隔离器在地震隔离建筑物的施工现场和施工期间运输时，该作品的作品。解决方案：在设置在建筑物骨架基础上的隔震装置1中，通过橡胶和钢板的交替层结构将层压橡胶2设置在上下凸缘板3之间和3，限制构件10限制凸缘板3和3的相对位移可拆卸地安装在凸缘板3和3之间。版权所有（C）2004，JPO

5. 发明专利

JPH0247465A EARTHQUAKE INSULATION TYPE FLOOR STRUCTURE 失效
公开(公告)号：JPH0247465A
公开(公告)日：1990-02-16
申请号：JP19507088
申请日：1988-08-04
申请人： KAJIMA CORP
发明人： UENO KAORU , MIURA YOSHIKATSU , INOMATA TORU
IPC分类号： E04F15/024 , E04F15/18
摘要： PURPOSE:To sufficiently cope with earthquake by bearing beam members with a steel ball placed in a conically recessed part provided on a fixed part of a floor, and by bearing an apparatus with a supporting member composed of a coil spring and a damper installed to the beam members. CONSTITUTION:External vibration by an earthquake or the like produces horizontal relative displacement between a fixed part 1 of a floor and beams 5 and 6. Then a steel ball 3 rolls over the surface of a conically recessed part 2, running up to its periphery and running down to its center. Thereby, the vibration is propagated to the beams 5 and 6 with its cycle being made to be longer. Therefore, the beams 5 and 6 and a floor panel 8 are made free from the vibration. When perpendicular displacement is produced by vertical vibration, a coil spring 9b of a supporting member 9 functions as a buffer, making an apparatus 10 free from three dimensional vibration in the vertical and in the horizontal. The vibration energy of the spring 9b is attenuated by a hydraulic damper 9c.

6. 发明专利

JPS6466334A EARTHQUAKEPROOF DEVICE 失效
公开(公告)号：JPS6466334A
公开(公告)日：1989-03-13
申请号：JP22424887
申请日：1987-09-08
申请人： KAJIMA CORP
发明人： UENO KAORU , MATSUSHITA EIJI , MIURA YOSHIKATSU , KARIBE MINORU , OGAWA YASUO
IPC分类号： E04B1/36 , E04H9/02
摘要： PURPOSE: To prevent a structure on a seismically isolating device from overturning due to disturbances such as earthquakes by mounting a plurality of wire strands at locations inside or outside a laminated rubber support. CONSTITUTION: A laminated rubber support 3 is mounted between the floor slab 1 of the lowest story of a structure and its foundation slab 2, and one or a plurality of wire strands 4 are mounted at locations inside or outside the laminated rubber support 3. By this, as a plurality of wire strands 4 resist a tensile force generated in the laminated rubber support 3 by overturning moment, it is possible to prevent the structure from overturning due to disturbances such as earthquakes.

7. 发明专利

JPH11210826A BASE ISOLATION SLIDE SUPPORT 失效
公开(公告)号：JPH11210826A
公开(公告)日：1999-08-03
申请号：JP1410698
申请日：1998-01-27
申请人： KAJIMA CORP
发明人： TAKENAKA YASUO , UENO KAORU , IIZUKA MASAMI
IPC分类号： E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To secure a large slidable distance with a small slide plate, provide various friction properties and sliding properties with a slide support to comply with various design requirements in a base isolation slide support. SOLUTION: A slide support 1 with two slide faces comprises a slide piece 3 comprising an elastic pad 5 made from laminated rubber or the like held between friction plates 4 and 4 made of tetrafluoroethylene resin or the like provided between slide plates 2 and 2 made of stainless steel or steel, which are opposed to each other in vertically spacing relation, and the sliding properties of the upper and lower faces of the slide support 1 can be varied by changing the material of the upper and lower slide plates 2 or lubrication material.

8. 发明专利

JPH08338155A METHOD MAKING EXISTING BUILDING INTO BASE ISOLATION CONSTRUCTION 失效
公开(公告)号：JPH08338155A
公开(公告)日：1996-12-24
申请号：JP14608195
申请日：1995-06-13
申请人： KAJIMA CORP
发明人： OMIKA YUKIHIRO , SHIMADA KOJI , TOMITA AKIO , UENO KAORU , SAITO HAJIME , OGIWARA YUKIMASA
IPC分类号： E04H9/02 , E04G23/02
摘要： PURPOSE: To improve workability, shorten a construction period, insure a ceiling height of the lowermost layer of an upper construction made into a base isolation construction, and insure horizontal accuracy of the upper construction, when an existing building of non-base-isolation construction is made into a base isolation construction. CONSTITUTION: A frame having jacks supporting an upper construction 2 is provided under a beams 22 of the upper construction 2 separating from a lower construction 3 under the condition of sandwiching a installing position of base isolation devices 1. Under the condition of supporting the whole upper construction 2 with a frame, pillars 21 are cut off in a level containing the beams 22 in leg parts of the lowermost layer of the upper construction 2, and after elevating the whole upper construction 2 by means of jacks and installing the base isolation devices 1 between the pillars 31 of the lower construction 3 and the pillars 21 of the upper construction 2, the upper construction 2 is brought down while being supported.

9. 发明专利

JPS6433358A EARTHQUAKEPROOF FLOOR STRUCTURE 失效
公开(公告)号：JPS6433358A
公开(公告)日：1989-02-03
申请号：JP18958387
申请日：1987-07-28
申请人： KAJIMA CORP
发明人： MIURA YOSHIKATSU , UENO KAORU , KARIBE MINORU , MIDORIKAWA HIROSHI
IPC分类号： E04H9/02 , E04F15/18
摘要： PURPOSE: To conduct a vertical motion only in case of an earthquake, and to carry out vertical vibration isolation by forming a conical recessed section to the upper section of a floor and disposing a bearing by a steel ball having a large diameter in a rollable manner while connecting the bearing to a movable section in an extensible manner by a coil spring in a bearing section. CONSTITUTION: A supporting bar 5 comprising a shaft 6 and a jack bolt 7 screwed at the front end of the shaft 6 connects the root end of the shaft 6 to a link ball 8, and is journaled to a boss 11 by a large-sized nut installed on the concrete floor 1 side by a bolt 10 by a bolt 9. A sleeve 15 is fitted on an outer circumference on the journaling section of the shaft 6, a diameter- expanding end section 15a is abutted onto the surface of the boss 11, and a coil spring 17 is wound on an outer circumference between another end of the sleeve 15 and a snap ring 16 fixed onto the intermediate section of the shaft 6 in a collar shape. The supporting bar 5 is interposed between the concrete floor 1 and a floor joist 3 borne by a vibration-isolation mechanism, and used as a bringing-down and erecting means.

10. 发明专利

JP2002174050A SEISMICALLY ISOLATED STRUCTURE 失效
公开(公告)号：JP2002174050A
公开(公告)日：2002-06-21
申请号：JP2000371200
申请日：2000-12-06
申请人： KAJIMA CORP
发明人： KIKUCHI TAKEO , IMOO MAKOTO , UENO KAORU , YOSHIMATSU TOSHIYUKI , SAITO HAJIME
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a seismically isolated structure which is large in base isolation performance, and can reduce its construction cost. SOLUTION: Bearing walls 13 each extending in a span direction are arranged in rows in a longitudinal direction, as beams bearing an upper load, and rubber bearing bodies are arranged on both ends of each bearing wall 13 in the span direction, as base isolation devices 15.

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