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1. 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.

2. 发明专利

JPH04315650A VIBRATION-PROOF DEVICE FOR FLOOR 失效
公开(公告)号：JPH04315650A
公开(公告)日：1992-11-06
申请号：JP6289391
申请日：1991-03-27
申请人： TAKENAKA KOMUTEN CO , OILES INDUSTRY CO LTD
发明人： MIYAKE HIROSHI , YANO TADAHIRO , TANNO YOSHIO , HAYAMIZU HIROSHI , AIZAWA SATORU , TONO MASAHIKO , SHIMODA IKUO
IPC分类号： E04F15/18 , E04H9/02 , F16F15/02 , F16F15/023
摘要： PURPOSE:To construct a vibration-proof floor with excellent vibration-proof performance by supporting a floor body structure with moving support sections, and bearing the horizontal force with damper action sections for functional division. CONSTITUTION:Moving support sections B supporting the vertical, load of a floor body structure F and damper action sections A against the horizontal movement of the body structure F are constructed separately and independently, and fulcrum sections of the body structure F are supported by the moving support sections B. When the horizontal external force is applied to the floor body structure F and movable pieces tend to be moved accordingly, the movement is prevented by the trigger function within the pre-tensile force set in coil springs located on the tension side. When the external force exceeding the pre-tensile force is applied and the movable pieces are moved in unison, the viscosity resistance of a viscous liquid in damper main bodies serves as the damping force against the excessive horizontal movement, and the spring force stored in the coil springs serves as the position restoring force.

3. 发明专利

JPS6286266A SPRING DAMPER APPARATUS FOR EARTHQUAKE-PROOF FLOOR 失效
公开(公告)号：JPS6286266A
公开(公告)日：1987-04-20
申请号：JP22585485
申请日：1985-10-09
申请人： TAKENAKA KOMUTEN CO , OILES INDUSTRY CO LTD
发明人： MIYAKE HIROSHI , YANO TADAHIRO , TANNO YOSHIO , HAYAMIZU HIROSHI , AIZAWA SATORU , TONO MASAHIKO , SHIMODA IKUO
IPC分类号： E04H9/02 , E04F15/18 , F16F13/00 , F16F13/04 , F16F15/02

4. 发明专利

JPS6286265A EARTHQUAKE-PROOF FLOOR CONSTRUCTION METHOD AND FLOOR EARTHQUAKE-PROOF APPARATUS 失效
公开(公告)号：JPS6286265A
公开(公告)日：1987-04-20
申请号：JP22585385
申请日：1985-10-09
申请人： TAKENAKA KOMUTEN CO , OILES INDUSTRY CO LTD
发明人： MIYAKE HIROSHI , YANO TADAHIRO , TANNO YOSHIO , HAYAMIZU HIROSHI , AIZAWA SATORU , TONO MASAHIKO , SHIMODA IKUO
IPC分类号： E04H9/02 , E04F15/18 , F16F13/00 , F16F13/04 , F16F15/02

5. 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.
摘要翻译：要解决的问题：减少或消除层压橡胶中产生的扭转变形。解决方案：上板18通过上连接装置20可旋转地连接到上结构14的下部，下板22通过下连接装置可转动地连接到下结构12的上部因此，降低或消除了层叠橡胶体16中产生的扭转变形。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2010266041A Damper and building 有权
标题翻译：阻尼和建筑
公开(公告)号：JP2010266041A
公开(公告)日：2010-11-25
申请号：JP2009119904
申请日：2009-05-18
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： F16F9/54 , E04H9/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a damper provided in a layer between a first structure and a second structure moving relatively each other, and capable of returning a piston cylinder to an initial position under the condition where a residual deformation is generated in the layer, and to provide a building having the damper. SOLUTION: This damper 22 is provided between the first structure 12 and the second structure 16 moving relatively each other. The first structure 12 is connected with an end part of a piston rod 28 by a first connection means 36, and the second structure 16 is connected with the cylinder 24 by a second connection means 38. The second connection means 38 can change a position of the cylinder 24 with respect to the second structure 16, to a moving direction of the piston rod 28. The piston rod 28 is thereby returned to the initial position under the condition where the residual deformation is generated in the layer 18, when the residual deformation is generated in the layer 18 between the first structure 12 and the second structure 16. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种设置在相对移动的第一结构和第二结构之间的层中的阻尼器，并且能够在产生残余变形的条件下将活塞缸返回到初始位置该层，并提供具有阻尼器的建筑物。解决方案：该阻尼器22设置在相对移动的第一结构12和第二结构16之间。第一结构12通过第一连接装置36与活塞杆28的端部连接，第二结构16通过第二连接装置38与气缸24连接。第二连接装置38可以改变位置气缸24相对于第二结构16移动到活塞杆28的移动方向。因此，当残余变形（18）产生残余变形的情况下，活塞杆28返回初始位置在第一结构12和第二结构16之间的层18中产生。版权所有：（C）2011，JPO＆INPIT

7. 发明专利

JP2010091339A Method for identifying restoring force characteristics 有权
标题翻译：识别恢复力特征的方法
公开(公告)号：JP2010091339A
公开(公告)日：2010-04-22
申请号：JP2008259954
申请日：2008-10-06
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO MASAFUMI , MINEWAKI SHIGEO , YONEDA HARUMI , TONO MASAHIKO
IPC分类号： G01N3/00 , E04H9/02 , F16F1/40 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a method for identifying restoring force characteristics which improves the identification accuracy of the restoring force characteristics. SOLUTION: When the restoring force characteristics of a laminated rubber 10 is identified, while the laminated rubber 10 is displaced by applying a force in two horizontal directions, a restoring force F of a member in a displacement position U at each time is separated into a restoring force component F O , directed to a static origin O and a restoring force component F S directed to a movable origin S other than the static origin O. After the restoring force components F O , F S are identified and modeled, the restoring force components F O , F S are combined, and the restoring force characteristic of the laminated rubber 10 is identified. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于识别恢复力特性的方法，其提高恢复力特性的识别精度。解决方案：当确定层压橡胶10的恢复力特性时，通过在两个水平方向施加力来使叠层橡胶10发生位移时，每次位移位置U的构件的恢复力F为分离成恢复力分量F O ，指向静止原点O和恢复力分量F S ，该恢复力分量指向除了静态原点O之外的可动原点S.之后识别并建模恢复力分量F O ，F S ，恢复力分量F O ，F S ，并且确定层压橡胶10的恢复力特性。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2000179617A STOPPER DEVICE IN VIBRATION CONTROL OR BASE ISOLATION STRUCTURE 失效
公开(公告)号：JP2000179617A
公开(公告)日：2000-06-27
申请号：JP35365498
申请日：1998-12-11
申请人： TAKENAKA KOMUTEN CO
发明人： YAMAMOTO MASAFUMI , MURAI NOBUYOSHI , NISHIMURA AKIRA , ASANO MITSUO , TONO MASAHIKO , UCHIYAMA YOSHIHIDE , MINEWAKI SHIGEO , HAMAGUCHI HIROKI
IPC分类号： E04H9/02 , F16F7/08 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To exhibit the stopper function during a large earthquake by setting a pressing force in an inoperable mode in a vibration stroke range allowable to a vibrating body in a overlapped part of a sliding member, and giving a pressing force of the magnitude to suppress the vibration in a limiting part of the vibration stroke. SOLUTION: An overlapped part G of both sliding members A, B is in a condition where a pressing force is inoperable so as to generate little friction force in a range a-a of the vibration stroke allowable for a vibrating body. The pressing force of the magnitude to stop the vibration of the vibrating body 1 is given only in a limiting part 1-b of the vibration stroke. During an earthquake in which the vibrating body is vibrated in a range of the allowable stroke, the vibration control effect of a vibration control structure, or the base isolation effect of a base isolation structure is not impeded, while during a large earthquake in which the vibrating body can be in an excessive vibration stroke, an effective stopper function is exhibited and moreover can be carried out in an economical manner.

9. 发明专利

JP2000170828A SLIDING BASE ISOLATION DEVICE AND BASE ISOLATION STRUCTURE 失效
公开(公告)号：JP2000170828A
公开(公告)日：2000-06-23
申请号：JP34343998
申请日：1998-12-02
申请人： TAKENAKA KOMUTEN CO , NTN TOYO BEARING CO LTD
发明人： ABE YUTAKA , FUKAO KOZO , ISHIGAKI SHUSUKE , TONO MASAHIKO , HAMAGUCHI HIROKI , TOYAMA KOTARO , SATOJI FUMITADA , HIROSE KAZUO , ITO NORIO , OKI YOSHIRO , TSUJI SHUNICHI , WAKUI SHIGERU
IPC分类号： E04B1/36 , E04H9/02 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To exercise a sufficient base isolation function even for small seismic force by providing a sliding support comprising a smooth plate and a sliding material slidably contacted with one surface of the smooth plate, and serially mounting a monolayer rubber material on the other surface of the sliding material directly or through an intermediate plate. SOLUTION: A monolayer rubber material 6 is held between an upper plate 7 and an intermediate plate 5. A sliding material 4 is fixed on a lower end surface of the intermediate plate 5. A smooth plate 2 sliding with this sliding material 4 is fixed to a lower skelton 8. A sliding surface of the smooth plate 2 is provided with a lubricating coat 3, and the sliding material 4 is composed of a resin composition. By applying this structure, as the smooth plate 2 comprising the lubricating coat 3 on the sliding surface and the sliding material 4 made of the resin composition superior in the slidability are slided to one another, the coefficient of friction can be remarkably reduced. Further by using the monolayer rubber material 6, the effective pressure receiving area can be increased, and the coefficient of friction can be reduced. Whereby the base isolation structure can be functioned even for the small seismic force.

10. 发明专利

JPH02101242A VIBRATION-PROOFING DEVICE USING GRANULAR MATERIAL 失效
公开(公告)号：JPH02101242A
公开(公告)日：1990-04-13
申请号：JP25254088
申请日：1988-10-06
申请人： TAKENAKA KOMUTEN CO , TAKENAKA DOBOKU
发明人： TSUNEKAWA YASUSHI , KAKIZAWA TADAHIRO , TONO MASAHIKO , NAGAYAMA TAKESHI
IPC分类号： E04B1/36 , E04H9/02
摘要： PURPOSE:To correctly and easily set the restraining pressure and keep the damper performance constant by providing a damper action section with a regulating mechanism applying the internal restraining pressure to the granular material filled in the cavity in a support section integrally with the support section. CONSTITUTION:A damper action section 3 filled with a granular material 6 in a storage cavity 5 provided in the center axis direction of a support section 2 and constituted of universal joints 8 and 11, a tensile material 9, a pressing plate 10 and a spring 12 and applying the preset internal restraining pressure to the granular material 6 via a regulating mechanism 7 with the support reaction force against either one of a structure 1 and a foundation 4 is formed. In a vibration-proofing device integrally formed with the damper action section 3 and the support section 2, the support section 2 movably supports the structure 1 in the vibration direction. The restraining pressure is kept constant by the displacement of the pressing plate 10 due to the inclination of the tensile material 9 when an earthquake is inputted by the damper action section 3. The constant damper performance can be thereby exerted.

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