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1. 发明专利

JP2001248329A DAMPER DEVICE AND BASE ISOLATION BUILDING WITH DAMPER DEVICE 失效
公开(公告)号：JP2001248329A
公开(公告)日：2001-09-14
申请号：JP2000062611
申请日：2000-03-07
申请人： TAKENAKA KOMUTEN CO , OILES INDUSTRY CO LTD
发明人： MIYAKE HIROSHI , KOBAYASHI NAGAHITO , SHIMODA IKUO , KAWAGUCHI SUMIO
IPC分类号： E04H9/02 , F16F9/10 , F16F15/02 , F16F15/023 , F16H21/04
摘要： PROBLEM TO BE SOLVED: To provide a damper device for generating no resistance to vibration in a direction of the outside of wide planes of resistance plates and so causing no deterioration of the base isolation function of a base isolalion building in this direction and offering simple mounting construction, favorable applicability to a thin wall and vibration damping in a vertical direction, and to provide buildings including the base isolation building, and a wall as a seismic control wall using the damper device. SOLUTION: The damper device 1 comprises a container 3 containing a viscose material 2, two resistance plates 4, 5 arranged in the viscose material 2 in the container 3 at a space to the container 3, sliding bodies 6 fixed to the resistance plates 4, 5, respectively, and arranged between the container 3 and each of the resistance plates 4, 5 while maintaining a space between the container 3 and each of the resistance plates 4, 5 and contacting the container 3 in a slidable manner, supporting means 8 for supporting the container 3 to be movable in parallel to a direction A of the outsides of wide planes 7 of the resistance plates 4, 5, and guide means 9 for guiding the container to be moved to the direction A of the outsides of the wide planes.

2. 发明专利

JP2001132265A VIBRATION CONTROL WALL 失效
公开(公告)号：JP2001132265A
公开(公告)日：2001-05-15
申请号：JP31610699
申请日：1999-11-05
申请人： TAKENAKA KOMUTEN CO , OILES INDUSTRY CO LTD
发明人： KOBAYASHI NAGAHITO , MATSUO CHISAKO , TONO MASAHIKO , MINEWAKI SHIGEO , SHIMODA IKUO , KAWAGUCHI SUMIO , YAMAMOTO YOSHITAKA , YAMAGUCHI NOBUO
IPC分类号： E04B1/98 , E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control wall for displaying damping performance in a stable state even during a large earthquake. SOLUTION: A vibration control wall attaches a viscous wall damper wall type container constituted by inserting a resistant plate in the viscous body of the wall type container to the structure of a lower story in the structure of the upper and lower stories producing inter-layer deformation during the earthquake, and attaches the upper end of the resistant plate to the structure of the upper story. The right and left ends of the resistant plate forms a horizontal cross section in a tapered streamline shape.

3. 发明专利

JP2001049893A VIBRATION ISOLATION STRUCTURE BY VISCOUS-BODY WALL DAMPER 失效
公开(公告)号：JP2001049893A
公开(公告)日：2001-02-20
申请号：JP22472399
申请日：1999-08-06
申请人： TAKENAKA KOMUTEN CO , OILES INDUSTRY CO LTD
发明人： KOBAYASHI NAGAHITO , HAYAMIZU HIROSHI , MIYAKE HIROSHI , SHIMODA IKUO , KAWAGUCHI SUMIO , YAMAMOTO YOSHITAKA , YAMAGUCHI NOBUO
IPC分类号： E04B2/56 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To provide vibration isolation structure in which a laminated rubber is used as a connection between a vibration isolation layer and a viscous-body wall damper. SOLUTION: Vibration isolation structure 1 is constituted by installing the viscous-body wall damper 8 composed of a plate type viscous-body vessel 6, in which a viscous body 5 is housed, and a viscous resistance plate 7 dipped into the viscous body 5 in the vessel 6 to a vibration isolation layer comprising the structures 2, 3 of upper and lower floors. Either one of the viscous-body vessel 6 or the viscous resistance plate 7 is fixed onto either structure 2 or 3 in the upper and lower floors, and the other is mounted on another structure by arranging laminated rubbers 10 having a constitution in which the rubbers have flexibility in deformation in the out-of-plane direction and deformation in the in-plane direction is transmitted as it is in the horizontal direction in the in-plane direction.

4. 发明专利

JP2010008258A Strength evaluation method of wood and repair diagnosing method of structure 有权
标题翻译：木材强度评估方法及结构修复方法
公开(公告)号：JP2010008258A
公开(公告)日：2010-01-14
申请号：JP2008168618
申请日：2008-06-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KUSUNOKI TOSHIHIRO , KOBAYASHI NAGAHITO
IPC分类号： G01N3/08 , G01N3/40
摘要： PROBLEM TO BE SOLVED: To obtain a strength evaluation method of wood which enables the evaluation of the compression strength of evaluation target wood, and a repair diagnosing method of a structure. SOLUTION: Average resistance values and compression strength values in interpenetration of a drill 22 are separately measured with respect to the test pieces cut from a plurality of woods: from these correlation data, the relational expression of the average resistance values and the compression strength values in interpenetration of the drill 22 into the woods is calculated. Next, the drill 22 of a resist graph 10 is interpenetrated in the evaluation target wood T and the average resistance value in interpenetration is set as an evaluated resistance value. Then, the compression strength value of the evaluation target wood is calculated on the basis of the evaluated resistance value and the preliminarily obtained relational expression. By this method, the compression strength of the evaluation target wood only cleared in the presence of a deteriorated place heretofore is evaluated. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：获得能够评估评估对象木材的压缩强度的木材的强度评估方法和结构的修复诊断方法。解决方案：相对于从多个木材切割的试件分别测量钻头22的相互渗透中的平均阻力值和压缩强度值：根据这些相关数据，平均电阻值和压缩的关系表达式计算钻头22进入木材的相互渗透的强度值。接下来，将抗蚀剂图10的钻头22在评价对象木T中互穿，将相互渗透中的平均电阻值设定为评价电阻值。然后，基于所评估的电阻值和预先获得的关系式来计算评价对象木材的压缩强度值。通过这种方法，评价目前在评价对象木材的压缩强度仅在存在劣化处理的情况下才被清理。版权所有（C）2010，JPO＆INPIT

5. 发明专利

JP2010007436A Batten joint structure and batten joining method 有权
标题翻译：电池接合结构和电池接合方法
公开(公告)号：JP2010007436A
公开(公告)日：2010-01-14
申请号：JP2008171532
申请日：2008-06-30
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KUSUNOKI TOSHIHIRO , KOBAYASHI NAGAHITO
IPC分类号： E04B1/26 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a batten joint structure and a batten joining method that can suppress the degradation of rotating rigidity. SOLUTION: The batten joint structure 40 has a batten 18 inserted through a through-hole 16 formed in a column 12; a first wedge 20 driven between the through-hole 16 and the batten 18 from one side; a second wedge 22 driven between the through-hole 16 and the batten 18 from the other side; and a connection structure 38 connecting the driven first wedge 20 and second wedge 22. The connection structure 38 is composed of a bolt 28 and nuts 34, 36. When alternating applied force due to an earthquake is applied to the batten joint part and the first wedge 20 is about to slip out of the through-hole 16, for instance, the second wedge 22 is pulled in a driven direction by the connection structure 38 to restrain drop out from the through-hole 16, and the first wedge 20 and the second wedge 22 are held by the batten joint part. The degradation of rotating rigidity of the batten joint structure 40 is thereby restrained. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：解决的问题：提供能够抑制旋转刚性劣化的板条接合结构和板条接合方法。解决方案：板条接头结构40具有通过形成在柱12中的通孔16插入的板条18; 从一侧在通孔16和板条18之间驱动的第一楔20; 从另一侧在通孔16和板条18之间驱动的第二楔形件22; 以及连接被驱动的第一楔形件20和第二楔形件22的连接结构38.连接结构38由螺栓28和螺母34,36组成。当由于地震引起的交替施加的力施加到板条接头部分上时，第一楔形件20即将从通孔16中滑出，例如，第二楔形件22由连接结构38沿着驱动方向被拉动以限制从通孔16脱落，并且第一楔形件20和第二楔形物22由板条接合部分保持。因此，能够抑制板条接头结构体40的旋转刚性的劣化。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2003328585A Vibration control structure for building having piloti 有权
标题翻译：具有PILOTI建筑物的振动控制结构
公开(公告)号：JP2003328585A
公开(公告)日：2003-11-19
申请号：JP2002132606
申请日：2002-05-08
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： HIRANO NORIAKI , KOBAYASHI NAGAHITO
IPC分类号： E04B1/18 , E04H9/02 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a vibration control structure for piloti form building with a lower story with no walls but just columns.
SOLUTION: A column capital of a piloti part 2 and a lowermost beam 4 of a rigid upper story 3 are isolated. An isolation supporting part 5 capable of transmitting axial force for a long period is provided in the isolation part. A horizontal tie rod 6 is placed on the column capital of the piloti part. The tie rod is used as a lower chord member, the lowermost beam 4 of the upper story is used as an upper chord member, and a damper 7 is installed between them.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种具有较低故事，无墙壁，但只是列的小型建筑物的振动控制结构。解决方案：隔离了一个引导部分2的列首和刚性上层3的最下面的梁4。隔离部分设置有能够长时间传递轴向力的隔离支撑部5。水平拉杆6放置在导向部分的柱头上。拉杆用作下弦构件，上层的最下面的梁4用作上弦构件，并且在它们之间安装有阻尼器7。版权所有（C）2004，JPO

7. 发明专利

JP2001124142A INSTALLING METHOD AND INSTALLING STRUCTURE OF BASE ISOLATION DEVICE BY LAMINATED RUBBER 失效
公开(公告)号：JP2001124142A
公开(公告)日：2001-05-08
申请号：JP29866299
申请日：1999-10-20
申请人： TAKENAKA KOMUTEN CO
发明人： KOBAYASHI NAGAHITO , HAYAMIZU HIROSHI
IPC分类号： E04H9/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide an installing method and an installing structure for preventing a base isolation device from receiving the action of tensile axial force. SOLUTION: A lower flange plate of the base isolation device is previously fixed to a lower structure. A bolt installing unit for interposing an initial stress imparting spring between a sleeve and a nut on the upper end of an installing bolt penetrated through an upper flange plate and the sleeve by fixing the sleeve to a lower part in a easing having the length for eliminating at least the action of tensile axial force, is arranged on an upper surface of the upper flange plate. Concrete of an upper structure is placed on the upper flange plate so that the bolt installing unit is embedded in and fixed to the concrete.

8. 发明专利

JP2000336970A VIBRATION CONTROL METHOD AND VIBRATION CONTROL STRUCTURE FOR HIGH-RISE BUILDING OR THE LIKE 失效
公开(公告)号：JP2000336970A
公开(公告)日：2000-12-05
申请号：JP14891699
申请日：1999-05-27
申请人： TAKENAKA KOMUTEN CO
发明人： KOBAYASHI NAGAHITO
IPC分类号： E04H9/02
摘要： PROBLEM TO BE SOLVED: To control the bending deflection of a high-rise building caused by an earthquake, a typhoon, etc., by rigidly connecting a rigid beam to a core frame structure of the high-rise building and supporting the end of the rigid beam through a damper. SOLUTION: A rigid beam 4 reaching an outer peripheral frame structure 3 is rigidly connected to both ends of the core frame structure 2 of a high-rise building as a vibration control structure 1. The ends 4a of the rigid beam 4 are supported through vertical dampers 6 by damper supports 5 erected on a foundation 7. Further, for a higher high-rise building, the rigid beams 4 are disposed in upper and lower two stages, and damper supports 5 and dampers 6 are arranged between upper and lower rigid beams 4 and between the lower rigid beam 4 and the foundation 7 respectively. In this case, the damper supports 5 and the damper 6 disposed between the lower rigid beam 4 and the foundation 7 can be omitted. In this way, a bending deflection of a high-rise building generated caused by axial extension/contraction of a column in an earthquake, a typhoon, etc., can be transmitted to a vertical damper 6 through the rigid beam 4 to attenuate and control the vibration.

9. 发明专利

JP2000302355A ELEVATOR DEVICE FOR BASE-ISOLATED BUILDING 失效
公开(公告)号：JP2000302355A
公开(公告)日：2000-10-31
申请号：JP11261299
申请日：1999-04-20
申请人： MITSUBISHI ELECTRIC CORP , TAKENAKA KOMUTEN CO
发明人： HAYASHI YOSHIKATSU , WATANABE SEIJI , FUNAI KIYOSHI , IIBOSHI KATSUHIKO , TANABE HITOO , HAYAMIZU HIROSHI , KOBAYASHI NAGAHITO , KODERA NORIHIKO
IPC分类号： B66B5/02 , B66B7/02
摘要： PROBLEM TO BE SOLVED: To provide an elevator device for base isolation building which can normally guide an elevating/lowering body by a guide rail even when the elevating/lowering body is present between a base building body and a base- isolated building during an earthquake. SOLUTION: When an elevating/lowering body 11 is present in an elastic deformation area 8 during an earthquake, the horizontal load is applied to a guide rail on one side by the horizontal displacement of the elevating/lowering body 11 through a guide piece, and the guide rail is deflected. The horizontal load of the elevating/lowering body 11 is also applied to an auxiliary rail 15 through pieces 17 opposite to each other. Thus, the horizontal load of the elevating/lowering body 11 during an earthquake is dispersed to the guide rail and the auxiliary rail 15. The required guide effect can be obtained by the guide rail of the standard size against the displacement of the elevating/lowering body 11 during an earthquake by a simple and inexpensive manufacture constitution, and the manufacturing cost is reduced.

10. 发明专利

JP2000072351A BASE ISOLATION ELEVATOR STRUCTURE FOR MIDDLE BASE ISOLATION LAYER BUILDING 失效
公开(公告)号：JP2000072351A
公开(公告)日：2000-03-07
申请号：JP24965798
申请日：1998-09-03
申请人： TAKENAKA KOMUTEN CO
发明人： KOBAYASHI NAGAHITO , HAYAMIZU HIROSHI , MATAKI YOSHIHIRO , YANO TADAHIRO
IPC分类号： E04H9/02 , B66B5/02 , B66B7/00 , B66B9/00
摘要： PROBLEM TO BE SOLVED: To carry passengers in the event of a large earthquake in a base isolation elevator set in a building having a base isolation layer in the middle by dividing an elevator shaft to the shaft of the middle base isolation layer part, and upper and lower shafts thereof, and providing a rail attachment and detachment mechanism in each divided part. SOLUTION: The elevator shaft of a base isolation elevator passing the base isolation layer K of a middle base isolation layer building is divided into three of a shaft 1A belonging to the middle base isolation layer part K, and shafts 1B, 1C belonging to an upper structure N and a lower structure M. The shafts 1B, IC are horizontally moved in the state isolated from the shaft 1A together with the corresponding structures in the event of an earthquake so as to follow the interlayer deformation. A guide rail is also divided into three guide rails 2A-2C in the same manner, and a rail attachment and detachment mechanism is provided in each divided part. The rail attachment and detachment mechanism is driven to lay the guide rail 2A of the shaft 1A in the connected state to the guide rails 2B, 2C of the other shafts 1B, 1C.

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