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1. 发明授权

US4959934A Elasto-plastic damper for use in structure 失效
标题翻译：弹性塑料阻尼器用于结构
公开(公告)号：US4959934A
公开(公告)日：1990-10-02
申请号：US301317
申请日：1989-01-24
申请人： Toshikazu Yamada , Takuji Kobori , Mitsuo Sakamoto , Shozo Maeda , Shinichi Takahashi
发明人： Toshikazu Yamada , Takuji Kobori , Mitsuo Sakamoto , Shozo Maeda , Shinichi Takahashi
IPC分类号： E04B1/98 , E04H9/02
CPC分类号： E04B1/98 , E04H9/021
摘要： An elasto-plastic damper is disclosed which comprises either a metal block-like or a metal plate-like damper body, each having a plurality of spaced apart openings extending therethrough to provide elastic deformability to the damper body. The elasto-plastic damper is adapted to connect bifurcated axially aligned structural members in a building. When an earthquake tremor impacts upon the building, the vibrational energy transmitted to the bifurcated axially aligned structural members is attenuated by the interconnecting elasto-plastic dampers.
摘要翻译：公开了一种弹性塑料阻尼器，其包括金属块状或金属板状阻尼体，每个具有延伸穿过其中的多个间隔开的开口，以向阻尼器主体提供弹性可变形性。弹性塑料阻尼器适于连接建筑物中分叉的轴向对齐的结构构件。当地震震动撞击建筑物时，传递到分叉的轴向对齐结构构件的振动能量被互连的弹性塑料阻尼器衰减。

2. 发明授权

US4890430A Device and method for protecting a building against earthquake tremors 失效
标题翻译：用于保护建筑物免受地震震颤的装置和方法
公开(公告)号：US4890430A
公开(公告)日：1990-01-02
申请号：US96012
申请日：1987-09-10
申请人： Takuji Kobori , Shunichi Yamada , Shuichi Kamagata
发明人： Takuji Kobori , Shunichi Yamada , Shuichi Kamagata
IPC分类号： E02D27/34 , E04H9/02
CPC分类号： E02D27/34 , E04H9/02 , E04H9/028 , Y10T403/23 , Y10T403/32393 , Y10T403/32409
摘要： A rigidity control device is provided to change the natural resonance of an entire building by varying the rigidity of selected structural members such as pillars, beams, braces or floor and pillar, wall and pillar or beam connection members, joints and the like. The rigidity of a structural member is controlled by restraining or releasing a member from restraint or by applying a controlled force to the member. These processes are selectively combined so that the rigidity of the whole building and each section thereof is controlled by a computer according to earthquake forecast analysis. Thus, the proper rigidity of a building is determined and provided responsive to earthquake detection to prevent the building from destructive resonance caused by earthquake tremors.
摘要翻译：提供了一种刚性控制装置，通过改变诸如柱，梁，支架或地板和支柱，墙壁和支柱或梁连接构件，接头等的所选结构构件的刚度来改变整个建筑物的自然共振。结构构件的刚度通过限制或释放构件免受约束或通过对构件施加受控的力来控制。这些过程被选择性地组合，使得整个建筑物及其每个部分的刚度由计算机根据地震预报分析来控制。因此，建筑物的适当刚性被确定并且响应于地震检测而提供，以防止建筑物由地震震颤引起的破坏性共振。

3. 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。

4. 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。

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

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。

7. 发明授权

US5022201A Apparatus for accelerating response time of active mass damper earthquake attenuator 失效
标题翻译：用于加速有源质量阻尼器地震衰减器响应时间的装置
公开(公告)号：US5022201A
公开(公告)日：1991-06-11
申请号：US343085
申请日：1989-04-25
申请人： Takuji Kobori , Mitsuo Sakamoto , Toshikazu Yamada , Isao Nishimura , Koji Ishii , Jun Tagami
发明人： Takuji Kobori , Mitsuo Sakamoto , Toshikazu Yamada , Isao Nishimura , Koji Ishii , Jun Tagami
IPC分类号： E04B1/98
CPC分类号： E04B1/985
摘要： A positive vibration suppression apparatus is disclosed, which suppresses vibrations of a building caused by earthquakes or winds by applying a control force to the building. The apparatus comprises a weight provided on the top of the building in a suspended form to reduce friction and an actuator provided between the weight and the building. The vibration suppression apparatus is controlled through sensing of the vibrations of the building and weight by a sensor, whereas for excessive vibrations of the building the vibrations of the weight are made close to the vibrations of the building to protect the apparatus, because the capacity of the vibration suppression apparatus is limited. Further, in an oil hydraulic system for obtaining a great control force, small and large size oil hydraulic pumps connected to respective small and large size electric motors and an accumulator are provided in parallel, so that the apparatus is warmed up at all time for oil hydraulic control with low power consumption. Two or more vibration suppression apparatuses are controlled at the same time according to the shape of the building to cope with torsional and secondary vibration components.
摘要翻译：公开了一种正振动抑制装置，其通过向建筑物施加控制力来抑制由地震或风引起的建筑物的振动。设备包括以悬挂形式设置在建筑物的顶部以减轻摩擦的重物和设置在重物和建筑物之间的致动器。振动抑制装置通过传感器感测建筑物的振动和重量来控制，而对于建筑物的过度振动，重量的振动被制成接近建筑物的振动以保护装置，因为能力振动抑制装置受到限制。此外，在用于获得大的控制力的油压系统中，并联设置连接到各个小型和大型电动机和蓄能器的小型和大型油压泵，使得装置始终加热油液压控制功耗低。根据建筑物的形状同时控制两个以上的振动抑制装置，以应付扭转和二次振动分量。

8. 发明授权

US4799339A Method of controlling building against earthquake 失效
标题翻译：控制建筑物抗地震的方法
公开(公告)号：US4799339A
公开(公告)日：1989-01-24
申请号：US49656
申请日：1987-05-13
申请人： Takuji Kobori , Hiroo Kanayama , Mitsuo Sakamoto , Shunichi Yamada , Shuichi Kamagata
发明人： Takuji Kobori , Hiroo Kanayama , Mitsuo Sakamoto , Shunichi Yamada , Shuichi Kamagata
IPC分类号： E04B1/98
CPC分类号： E04B1/985
摘要： A method of controlling a building against an earthquake according to the present invention comprises the steps of analyzing instantly the earthquake on the basis of data observed by earthquake sensors disposed in the building and narrow and wide regions, varying the connecting conditions in the building on the basis of obtained earthquake response forecast to vary the rigidity of the building or giving counter force to a building with an exciter to control oscillation according to individual earthquake characteristics.
摘要翻译：根据本发明的防止建筑物抵抗地震的方法包括以下步骤：基于设置在建筑物中的地震传感器观察到的数据和窄而宽的区域来立即分析地震，改变建筑物中的连接条件获得的地震反应预报的基础是改变建筑物的刚性或向具有兴奋剂的建筑物施加反作用力以根据个体地震特征来控制振荡。

9. 发明授权

US5377465A Ultra-high multi-story buildings and construction thereof 失效
标题翻译：超高层多层建筑及其建筑
公开(公告)号：US5377465A
公开(公告)日：1995-01-03
申请号：US820887
申请日：1992-03-18
申请人： Takuji Kobori , Shigeru Ban , Toshihiko Kubota , Osamu Nohira , Norihide Koshika , Koji Kondo , Sadaaki Masuda , Yoshinori Kitamura , Hideo Tanaka , Hiroomi Sato , A. Scott Howe
发明人： Takuji Kobori , Shigeru Ban , Toshihiko Kubota , Osamu Nohira , Norihide Koshika , Koji Kondo , Sadaaki Masuda , Yoshinori Kitamura , Hideo Tanaka , Hiroomi Sato , A. Scott Howe
IPC分类号： E04B1/34 , E04H1/00
CPC分类号： E04B1/3404
摘要： An extra super multi-story building having one piece of extra super multi-story of about 200 story construction, two pieces of extra super multi-stories of about 150 story construction and one piece of extra super multi-story of about 100 story construction. Each extra super multi-story includes two through four pieces of tower-like super multi-stories of about 50 story construction and of about 50 m in diameter (floor area: about 200 m.sup.2 /story). A sky lobby is provided about every 50 stories connecting the extra super multi-stories. Four shuttle elevators lead from the ground to the sky lobbies, and a sightseeing tower and high-rise garden (sky dome) are provided at the rooftop of the extra super multi-story building. Main facilities such as offices, hotels and residences are arranged in each extra multi-story. In addition, in order to be able to construct the extra super multi-story building, the individual extra super multi-story buildings are monolithically connected with one another by girders every several ten stories, and a space truss is constructed on the outside of each extra super multi-story building.
摘要翻译： PCT No.PCT / JP91 / 00341 Sec。 371日期：1992年3月18日 102（e）1992年3月18日PCT 1991年3月13日PCT公布。 WO91 / 18161 PCT出版物日期：1991年11月28日。超级多层建筑有超过200层的超级多层建筑，超过150层的超级多层次的超级多层建筑，大概100层建筑故事。每个额外的超级多层楼包括大约50层建筑和直径约50米（占地面积：约200平方米/层）的两层至四层塔式超级多层楼。每隔50层提供一个天空大厅，连接超级多层次的超级故事。四座穿梭电梯从地面到天空大堂，另外还有超级多层建筑的屋顶设有观光塔和高层花园（天空圆顶）。主要设施如办公室，酒店和住宅都安排在每个额外的多层次。另外，为了能够构建超级多层建筑，个别的超级多层建筑每隔十层就通过大梁相互整体连接起来，并在每个楼层的外面建造一个空间桁架超级多层建筑。

10. 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。

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