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1. 发明授权

US5491938A High damping structure 失效
标题翻译：高阻尼结构
公开(公告)号：US5491938A
公开(公告)日：1996-02-20
申请号：US272032
申请日：1994-07-08
申请人： Naoki Niwa , Takuji Kobori , Motoichi Takahashi , Narito Kurata , Takayuki Mizuno , Masatoshi Ishida , Tomohiko Hatada
发明人： Naoki Niwa , Takuji Kobori , Motoichi Takahashi , Narito Kurata , Takayuki Mizuno , Masatoshi Ishida , Tomohiko Hatada
IPC分类号： E04H9/02
CPC分类号： E04H9/02 , E04H9/028
摘要： A high damping device combined with the frame of a building to protect the building from seismic shock. For seismic vibration up to a predetermined level corresponding to the permissible strength of the high damping device, a damping coefficient c of the high damping device is set so as to be c.sub.3 =c=c.sub.1 with respect to a damping coefficient c.sub.3 for giving the maximum value of a damping factor h.sub.3 corresponding to a tertiary mode of vibration of the structure and a damping coefficient c.sub.1 for giving the maximum value of a damping factor h.sub.1 corresponding to a primary mode of vibration. The maximum load on the high damping device is predetermined and means are provided to prevent the high damping device from being damaged in the event that the predetermined maximum load is exceeded. The inventive combination permits the stiffness factor of the building to be reduced from a factor of 1.0 down to a factor as low as 0.3, with a proportionate reduction in steel frame mass.
摘要翻译： PCT No.PCT / JP91 / 01426 Sec。 371日期：1992年6月17日 102（e）日期1992年6月17日PCT 1991年10月18日PCT PCT。第WO92 / 83333号公报日期：1992年5月14日。一个高阻尼装置与建筑物的框架相结合，以保护建筑物免遭地震震动。对于与高阻尼装置的允许强度相对应的预定水平的地震振动，高阻尼装置的阻尼系数c相对于阻尼系数c3被设定为c3 = c = c1，以给出最大值对应于结构的三次振动模式的阻尼系数h3的值和用于给出对应于主要振动模式的阻尼系数h1的最大值的阻尼系数c1。高阻尼装置上的最大负载是预定的，并且提供装置以防止在超过预定的最大负载的情况下高阻尼装置被损坏。本发明的组合允许建筑物的刚度因子从1.0降低到低至0.3的因子，钢框架质量的比例降低。

2. 发明授权

US5065552A Active seismic response control system for use in structure 失效
标题翻译：主动地震响应控制系统用于结构
公开(公告)号：US5065552A
公开(公告)日：1991-11-19
申请号：US475367
申请日：1990-02-05
申请人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi
发明人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi
IPC分类号： E04H9/02
CPC分类号： E04H9/02 , E04H2009/026 , E04H9/028
摘要： An active seismic response control system includes a variable damping device provided between posts, beams and braces of a structure, wherein the response of the frame is reduced by controlling the variable damping device when an earthquake or strong wind occurs to give a damping force to the frame. The response of the structure is determined by the steps of judging with a computer the optimal damping force or control force to be applied to the structure on the basis of information obtained from sensors in response to the disturbance, and then controlling the coefficient of damping of the variable damping device.
摘要翻译：主动地震响应控制系统包括设置在结构的柱，梁和支架之间的可变阻尼装置，其中通过在发生地震或强风时控制可变阻尼装置来减小框架的响应以给予阻尼力帧。结构的响应由以下步骤确定：利用计算机根据从传感器响应于干扰获得的信息来判断施加到结构的最佳阻尼力或控制力，然后控制阻尼系数可变阻尼装置。

3. 发明授权

US5036633A Variable damping and stiffness structure 失效
标题翻译：可变阻尼和刚度结构
公开(公告)号：US5036633A
公开(公告)日：1991-08-06
申请号：US475818
申请日：1990-02-06
申请人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi , Koji Ishii
发明人： Takuji Kobori , Motoichi Takahashi , Tadashi Nasu , Naoki Niwa , Narito Kurata , Junichi Hirai , Yoshinori Adachi , Koji Ishii
IPC分类号： E04H9/02 , E04H9/14
CPC分类号： E04H9/02 , E04H9/14 , E04H2009/026 , E04H9/028
摘要： A variable damping and stiffness structure is disclosed, which includes a variable damping device provided between posts, beams and braces of a structure or braces serving as variable stiffness elements and interconnecting a frame body and the variable stiffness element or the variable stiffness elements themselves. Not only the unreasonance property, but also the damping property of the structure are compositely judged by a computer on the basis of information obtained from sensors with respect to disturbances such as earthquake and wind to control the connecting condition of the variable damping device, whereby both the unresonance property and the damping property are controlled to reduce the response amount of the structure. Otherwise, the variable damping device is controlled by the judgement of only the damping property.
摘要翻译：公开了一种可变的阻尼和刚度结构，其包括设置在作为可变刚度元件的结构的支柱，梁和支架之间的可变阻尼装置，并且连接框体和可变刚度元件或可变刚度元件本身。基于从传感器获得的关于诸如地震和风力之类的干扰的信息，不仅可以通过计算机对结构的阻尼性能进行复合判断，以控制可变阻尼装置的连接状态，控制不谐振性能和阻尼性能以减小结构的响应量。否则，仅通过阻尼特性的判断来控制可变阻尼装置。

4. 发明授权

US5347771A High damping device for seismic response controlled structure 失效
标题翻译：用于地震响应控制结构的高阻尼装置
公开(公告)号：US5347771A
公开(公告)日：1994-09-20
申请号：US901567
申请日：1992-06-19
申请人： Takuji Kobori , Koji Ishii , Motoichi Takahashi , Yoshinori Matsunaga , Naoki Niwa , Jun Tagami , Takayuki Mizuno , Kunio Furukawa
发明人： Takuji Kobori , Koji Ishii , Motoichi Takahashi , Yoshinori Matsunaga , Naoki Niwa , Jun Tagami , Takayuki Mizuno , Kunio Furukawa
IPC分类号： E04H9/02 , F16F9/12
CPC分类号： F16F9/12 , E04H9/02 , E04H2009/026 , E04H9/028
摘要： A hydraulic cylinder type high damping device in which a cylinder member or a piston rod member is connected to the frame of a structure and the other member is connected to an earthquake-resisting element integrally secured to the frame. A plurality of passages through the piston connect hydraulic chambers on opposite sides of the piston. The passages are provided with pressure-governing valves which control the flow of oil between the hydraulic chambers. In addition, an accumulator system provides a bypass for oil to flow between the hydraulic cylinders in order to modulate the oil pressure in the damping device. Relief valves are provided in parallel with the pressure governing valves to provide a variable damping coefficient which protects the damping device from overloads caused by excessive seismic shock.
摘要翻译：一种液压缸式高阻尼装置，其中气缸构件或活塞杆构件连接到结构的框架，而另一构件连接到一体地固定到框架的抗震构件。通过活塞的多个通道在活塞的相对侧上连接液压室。通道设置有控制液压室之间的油流的调压阀。此外，蓄能器系统为油在液压缸之间流动提供旁路，以便调节阻尼装置中的油压。泄压阀与压力调节阀并联设置，以提供可变的阻尼系数，保护阻尼装置免受过度地震冲击引起的过载。

5. 发明授权

US5147018A Cylinder lock device for use in structure 失效
标题翻译：用于结构的气缸锁装置
公开(公告)号：US5147018A
公开(公告)日：1992-09-15
申请号：US845497
申请日：1992-02-27
申请人： Takuji Kobori , Koji Ishii , Motoichi Takahashi , Junichi Hirai , Yoshinori Adachi , Naoki Niwa , Shigeru Ariki , Toshiaki Kamei , Takeharu Shizume
发明人： Takuji Kobori , Koji Ishii , Motoichi Takahashi , Junichi Hirai , Yoshinori Adachi , Naoki Niwa , Shigeru Ariki , Toshiaki Kamei , Takeharu Shizume
IPC分类号： E04B1/98 , E04H9/02 , F16F9/20 , F16F9/46 , F16F9/56 , F16F15/027
CPC分类号： E04B1/98 , E04H9/02 , F16F15/027 , F16F9/20 , F16F9/465 , F16F9/56 , E04H2009/026 , E04H9/028
摘要： A hydraulically-operated piston device installed between the frame of a structure and a vibration-resisting element provided separately from the frame varies the rigidity of the frame by changing the condition of connection between the frame and the vibration-resisting element. A valve controls the operation of the piston device and can be adjusted to change the coefficient of damping of the piston device. To obtain maximum rigidity of the frame, the piston is hydraulically locked in place. For maximum flexiblity of the frame, the piston can be hydraulically released from a locked position to move freely. Hydraulic resistance to movement of the piston can be graduated by metering the flow of oil into and out of the piston device. The coefficient of damping is a function of the metered flow of hydraulic fluid in the piston device.
摘要翻译：安装在结构框架和与框架分开设置的抗振元件之间的液压操作的活塞装置通过改变框架和抗振元件之间的连接状态来改变框架的刚度。阀门控制活塞装置的操作，并且可以调整以改变活塞装置的阻尼系数。为了获得框架的最大刚度，活塞被液压锁定就位。为了使框架具有最大的灵活性，活塞可以从锁定位置液压释放以自由移动。通过计量流入和流出活塞装置的流量，可以对活塞的运动液压阻力进行分级。阻尼系数是活塞装置中液压流体计量流量的函数。

6. 发明授权

US5311709A Variable damping device for seismic response controlled structure 失效
标题翻译：用于地震反应控制结构的可变阻尼装置
公开(公告)号：US5311709A
公开(公告)日：1994-05-17
申请号：US992491
申请日：1992-12-17
申请人： Takuji Kobori , Yoshinori Matsunaga , Naoki Niwa , Takayuki Mizuno , Hironori Sasaki , Ichiro Arimoto , Naoshi Shinohara
发明人： Takuji Kobori , Yoshinori Matsunaga , Naoki Niwa , Takayuki Mizuno , Hironori Sasaki , Ichiro Arimoto , Naoshi Shinohara
IPC分类号： E04B1/34 , E04H9/02 , F16F9/46 , F16F15/02 , G05D19/02 , E04B1/98
CPC分类号： E04H9/02 , F16F9/46 , E04H2009/026 , E04H9/028
摘要： A hydraulic variable damping device for installation in the frame of a structure to control vibrations while evaluating the damping property of the structure during seismic disturbances. Control means for this device include a command value judging circuit for comparing the plus or minus sign of a differential pressure value between hydraulic chambers within the device with that of a generated damping force command value to output a valve opening command value for fully opening a flow regulating valve when the signs of the command value and the differential pressure value are different from each other. A pressure controller is provided for making a correction based on the feedback of the pressure valve when the signs of the damping force command value and the differential pressure value are the same to generate a valve opening command value. A valve controller circuit is provided for making a correction by feeding back a detected valve opening value of the flow regulating valve with respect to the valve opening command value signal received from the command value judging circuit or the pressure controller to generate a valve opening control command value.
摘要翻译：一种液压可变阻尼装置，用于安装在结构的框架中，以在评估地震干扰期间的结构的阻尼特性时控制振动。用于该装置的控制装置包括命令值判断电路，用于比较装置内的液压室与产生的阻尼力指令值之间的压差值的正负号，以输出用于完全打开流量的阀开启指令值当指令值和压差值的符号彼此不同时，调节阀。提供压力控制器，用于当阻尼力指令值和差压值的符号相同时，基于压力阀的反馈进行校正，以产生阀打开指令值。提供一种阀控制器电路，用于通过相对于从指令值判定电路或压力控制器接收的开阀指令值信号反馈流量调节阀的检测阀开度来进行校正，以产生阀开度控制指令值。

7. 发明授权

US5979126A Seismic response control method for structure 失效
标题翻译：结构地震响应控制方法
公开(公告)号：US5979126A
公开(公告)日：1999-11-09
申请号：US867075
申请日：1997-06-02
申请人： Haruhiko Kurino , Naoki Niwa
发明人： Haruhiko Kurino , Naoki Niwa
IPC分类号： E04H9/02 , E04B1/98
CPC分类号： E04H9/02 , E04H9/028
摘要： There is disclosed a seismic response control method for a structure, comprising the steps of installing a seismic response control device in a structural component of stiffness K.sub.f ; and controlling a characteristic of story restitutive force based of story restitutive force Q (=Q.sub.s +F) given as the sum of restitutive force Q.sub.s of the structural component installed with the seismic response control device and force F generated from the seismic response control device so as to maintain or vary the characteristic of story restitutive force, which is shown on a coordinate plane as the relation between amplitude D(t) and story restitutive force Q(t) of the structural component portion, in the specific form, in response to the kaleidoscopic state of vibration. The seismic response control device is controlled efficiently with a sensor for measuring a state value of a device part and a simple configuration on microprocessor level.
摘要翻译：公开了一种用于结构的地震响应控制方法，包括以下步骤：在刚度Kf的结构部件中安装地震响应控制装置; 并且基于由地震响应控制装置安装的结构部件的复原力Qs和从地震响应控制装置产生的力F给出的基于故障恢复力Q（= Qs + F）的故事恢复力的特性来控制为了维持或改变故障恢复力的特征，其在坐标平面上作为结构部件的振幅D（t）与故障恢复力Q（t）之间的关系以特定形式响应于万花筒状态的振动。利用用于测量设备部件的状态值的传感器和微处理器级的简单配置来有效地控制地震响应控制装置。

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