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1. 发明专利

JP2009256962A Building prolonging natural period 有权
标题翻译：建筑自然科学
公开(公告)号：JP2009256962A
公开(公告)日：2009-11-05
申请号：JP2008107244
申请日：2008-04-16
申请人： Taisei Corp , 大成建設株式会社
发明人： NAGASHIMA ICHIRO , HIBINO HIROSHI , RANKI TATSUHIRO , YOSHIKAWA MASARU , NARIHARA HIROYUKI , TAKEZAKI SHINICHI , YASUDA SATOSHI , KAYASHIMA MAKOTO , KANEDA KAZUHIRO
IPC分类号： E04H9/02 , E04B1/20 , E04B1/30 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a building which reduces acceleration in speed acting on the building during earthquakes, and dispenses with consideration, for example, of such special detailing as to permit the great deformation of the outer facing of the building, equipment piping, etc. SOLUTION: In this building, a damping joint which is composed of a material lower in rigidity than and larger in allowable shear deformation volume than concrete, is interposed in a part of a column and/or a wall which are and/or is composed of reinforced concrete or steel-reinforced concrete so as to decrease the horizontal rigidity of the column and/or the wall, and the horizontal relative story displacement of a story during the earthquakes is kept smaller than 1/100 in story height. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种在地震期间降低作用在建筑物上的加速度的建筑物，并且例如考虑到允许建筑物的外表面的大的变形的这种特殊细节，设备管道等。解决方案：在该建筑物中，由比刚性低于或大于混凝土的剪切变形体积的材料构成的阻尼接头被插入在柱和/或壁的一部分中其由钢筋混凝土或钢筋混凝土组成，以降低柱和/或墙的水平刚度，并且地震期间故事的水平相对故事位移保持小于1/100 在故事高度。版权所有（C）2010，JPO＆INPIT

2. 发明专利

JP2007297820A Base-isolating system 有权
标题翻译：基础隔离系统
公开(公告)号：JP2007297820A
公开(公告)日：2007-11-15
申请号：JP2006125671
申请日：2006-04-28
申请人： Taisei Corp , 大成建設株式会社
发明人： RANKI TATSUHIRO , SHINOZAKI YOZO , NAGASHIMA ICHIRO , FUJIYAMA JUNJI , FUKUMOTO YOSUKE
IPC分类号： E04H9/02 , E04B1/36 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating system which suppresses the shaking of an upper structure by high rigidity, without exerting a base isolation effect on environmental vibrations, and which can prevent great damage to a building by making a base-isolating device exert the base isolation effect during earthquakes.
SOLUTION: This base-isolating system comprises: the base-isolating device 13 which uses a laminated rubber interposed between upper and lower structures 10 and 12; a horizontal damper 14, the one end 14a of which is connected to the upper structure 10, and the other end 14b of which is connected to the lower structure 12; a fixing device 16 which is arranged below a column 11 of the upper structure adjacent to the base-isolating device, or between a lower part of a beam 15 and the lower structure, and which enables the upper and lower structures to be connected to/disconnected from each other; a vibration detecting means 22 for detecting the vibrations of the upper or lower structure; and a control means 23 for disconnecting the upper and lower structures from each other by the fixing device 16 when the vibration detecting means detects the shaking of the upper or lower structure.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种基础隔离系统，其可以高刚性抑制上部结构的振动，而不会对环境振动产生基部隔离作用，并且可以通过制造基座来防止对建筑物的巨大损坏 - 隔离装置在地震期间发挥基地隔离效应。解决方案：该基底隔离系统包括：基底隔离装置13，其使用插入在上部结构10和下部结构12之间的层压橡胶; 水平阻尼器14，其一端14a连接到上部结构10，另一端14b连接到下部结构12; 固定装置16，其布置在与基底隔离装置相邻的上部结构的列11的下方，或者在梁15的下部和下部结构之间，并且能够使上部和下部结构连接到/ 彼此断开; 用于检测上部或下部结构的振动的振动检测装置22; 以及控制装置23，用于当振动检测装置检测到上部或下部结构的振动时，通过固定装置16将上部和下部结构彼此断开。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007040949A System for predicting seismic motion utilizing real-time seismic information 有权
标题翻译：利用实时地震信息预测地震运动的系统
公开(公告)号：JP2007040949A
公开(公告)日：2007-02-15
申请号：JP2005260816
申请日：2005-09-08
申请人： Taisei Corp , 大成建設株式会社
发明人： UCHIYAMA YASUO , NAGASHIMA ICHIRO , RANKI TATSUHIRO , YOSHIMURA TOMOAKI , SUEDA TAKATOSHI
IPC分类号： G01V1/00 , G08B31/00
摘要： PROBLEM TO BE SOLVED: To provide a system for predicting seismic motion permitting prediction of the level of shaking at presupposed positions before arrival of the main motion of the seismic motion utilizing real-time seismic information. SOLUTION: The system is provided with: a scenario seismic database storing presupposed seismic motion data including seismic conditions including combinations of a plurality of presupposed seismic-center positions and the magnitudes and the maximum response values at the presupposed positions calculated using the same; a receiving means for receiving real-time seismic information including the seismic-center position and the magnitude detected at the occurrence of an earthquake; a comparison extraction means for comparing the real-time seismic information received by the receiving means and the seismic condition corresponding to the real-time seismic information in the scenario seismic database to extract presupposed seismic motion data using the most approximate seismic condition; and an output means outputting the presupposed seismic motion data extracted by the comparison extraction means. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于预测地震运动的系统，其允许使用实时地震信息来预测地震运动的主运动到达之前的预定位置的震动水平。解决方案：该系统具有：场景地震数据库，其存储预先设定的地震运动数据，包括地震条件，包括多个预先设定的地震中心位置的组合，以及使用该地震运动数据计算出的预设位置的大小和最大响应值 ; 接收装置，用于接收包括地震中心位置和在发生地震时检测到的震级的实时地震信息; 比较提取装置，用于比较接收装置接收的实时地震信息和与场景地震数据库中的实时地震信息相对应的地震条件，以使用最近似的地震条件提取预先确定的地震运动数据; 以及输出装置，输出由比较提取装置提取的预先设定的地震运动数据。版权所有（C）2007，JPO＆INPIT

4. 发明专利

JP2005256325A Base-isolation structure 有权
标题翻译：基础隔离结构
公开(公告)号：JP2005256325A
公开(公告)日：2005-09-22
申请号：JP2004066586
申请日：2004-03-10
申请人： Taisei Corp , 大成建設株式会社
发明人： RANKI TATSUHIRO , NAGASHIMA ICHIRO , SHINOZAKI YOZO , FUJIYAMA JUNJI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolation structure which can be reduced in size of an expansion joint by preventing the propagation of environmental vibrations from an adjacent upper structure in normal times, and suppressing the relative deformation of the adjacent upper structure during earthquakes.
SOLUTION: This base-isolation structure is equipped with a foundation structure 11 which is constructed on ground G, and a plurality of upper structures 13 which are arranged on the foundation structure 11 via a base-isolation means 14. The upper structure 13 is equipped with a vibration detecting means 17 which is provided in the foundation structure 11 or on the ground G surface near the foundation structure 11, and a variable connection means 15 for variably connecting the adjacent upper structures 13 together/disconnecting them from each other, depending on a vibrating state detected by the means 17. The means 15 is set to be in the state of the disconnection of the adjacent upper structures 13 in the normal times so as to prevent the propagation of the environmental vibrations from the adjacent upper structure 13, and connects the adjacent upper structures 13 together when the means 17 detects the shock of the earthquake equivalent to/beyond a reference vibration-state index value.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决的问题：为了提供通过防止环境振动在正常时期从相邻的上部结构传播而能够减小膨胀节的尺寸的基底隔离结构，并且抑制相邻上部的相对变形地震期间的结构。解决方案：该基座隔离结构配备有在地面G上构造的基础结构11，以及多个上部结构13，其经由基部隔离装置14布置在基础结构11上。上部结构 13配备有设置在基础结构11中或靠近基础结构11的地面G表面上的振动检测装置17和用于将相邻的上部结构13可变地连接在一起/将它们彼此断开的可变连接装置15 取决于由装置17检测到的振动状态。装置15被设定为在正常时间内相邻的上部结构13的断开的状态，以便防止来自相邻上部结构的环境振动的传播 13，当装置17检测到等于/超过参考振动状态指数va的地震的震动时，将相邻的上部结构13连接在一起略。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2012185058A Observation system for earthquake and wind in structure 有权
标题翻译：地震和结构观测系统
公开(公告)号：JP2012185058A
公开(公告)日：2012-09-27
申请号：JP2011048843
申请日：2011-03-07
申请人： Taisei Corp , 大成建設株式会社
发明人： NII AIKO , RANKI TATSUHIRO
IPC分类号： G01V1/30 , G01H1/00
摘要： PROBLEM TO BE SOLVED: To determine a factor of vibrations generated in a structure as an earthquake or a wind with high accuracy just by a vibration sensor, and to separately perform storage processing as earthquake data or wind data.SOLUTION: An observation system for an earthquake and a wind in a structure includes: an A/D converter 4 for converting detection signals from vibration sensors 3a and 3d installed to a structure 1 by a first sampling frequency at every fixed interval of time; data preparation means 9 of an earthquake observation specification, for obtaining the statistic of vibrations at respective observation positions 2a and 2d from converted data; data preparation means 10 of a wind observation specification, for acquiring the statistic of the vibrations at the observation positions by re-sampling the data from the vibration sensor 3d converted in the A/D converter by a second sampling frequency lower than the first sampling frequency; and control means 11 for determining whether the vibrations observed by the vibration sensors 3a and 3d are due to an earthquake or a wind from the data of the earthquake observation specification and the wind observation specification and separately performing storage processing as earthquake data or wind data.
摘要翻译：要解决的问题：通过振动传感器，以高精度确定结构中产生的震动因素，以及单独执行地震数据或风数据的存储处理。解决方案：结构中的地震和风的观测系统包括：A / D转换器4，用于将安装到结构1上的振动传感器3a和3d的检测信号以每个固定间隔的第一采样频率转换时间; 数据准备装置9，用于从转换数据获得各观察位置2a和2d的振动统计; 数据准备装置10，用于通过将在A / D转换器中转换的振动传感器3d的数据重新采样低于第一采样频率的第二采样频率来获取观测位置的振动的统计量 ; 以及控制装置11，用于确定振动传感器3a和3d所观察到的振动是否是由于地震或风观测规范的数据所引起的地震或风，并分别进行地震数据或风数据的存储处理。版权所有（C）2012，JPO＆INPIT

6. 发明专利

JP2009019383A Base-isolating system 有权
标题翻译：基础隔离系统
公开(公告)号：JP2009019383A
公开(公告)日：2009-01-29
申请号：JP2007181756
申请日：2007-07-11
申请人： Taisei Corp , 大成建設株式会社
发明人： RANKI TATSUHIRO , NAGASHIMA ICHIRO
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a base-isolating system which can exert a great vibration damping effect during an earthquake by using simple equipment, without the need for a computing unit, a complicated control unit or the like, and which can prevent the occurrence of excessive relative displacement between upper and lower structures during a big earthquake and the like. SOLUTION: This base-isolating system comprises: a variable damper 4 which interposed between the upper and lower structures 1 and 2 of the building and which is provided with a switching means 4c for switching a damping coefficient between two stages or among three ones; a response detecting means 6 for detecting the response of the upper structure 2 to the lower structure 1; and a control means 7 for actuating the switching means 4c on the basis of a detection signal from the response detecting means 6. Characteristically, the control means 7 minimizes the damping coefficient of the variable damper 4 on the occurrence of the earthquake, increases a damping force by actuating the switching means 4c so as to increase the damping coefficient of the variable damper 4, when the response detecting means 6 detects the amount of the response of the upper structure 2, exceeding its set value, and maintains the damping coefficient as-is at least during the earthquake. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种可以通过使用简单的设备在地震期间施加大的减震效果的基座隔离系统，而不需要计算单元，复杂的控制单元等，并且可以防止在大地震等期间上下结构之间发生过度的相对位移。该隔离系统包括：可变阻尼器4，其设置在建筑物的上部结构1和下部结构2之间，并且设有开关装置4c，用于切换两个阶段之间或三个之间的阻尼系数那些; 响应检测装置6，用于检测上部结构2对下部结构1的响应; 以及用于根据来自响应检测装置6的检测信号来驱动切换装置4c的控制装置7.特征在于，控制装置7使可变阻尼器4在地震发生时的阻尼系数最小化，增加阻尼当响应检测装置6检测到上部结构2的响应量超过其设定值，并且将阻尼系数保持为一致时，致动开关装置4c以增加可变风门4的阻尼系数，至少在地震期间。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2007071707A Earthquake motion intensity prediction method and disaster prevention system, using real-time earthquake information 审中-公开
标题翻译：地震运动强度预测方法和灾害预防系统，使用实时地震信息
公开(公告)号：JP2007071707A
公开(公告)日：2007-03-22
申请号：JP2005259325
申请日：2005-09-07
申请人： Taisei Corp , 大成建設株式会社
发明人： UCHIYAMA YASUO , NAGASHIMA ICHIRO , RANKI TATSUHIRO , YOSHIMURA TOMOAKI , SUEDA TAKATOSHI , ITOI TATSUYA
IPC分类号： G01V1/00
摘要： PROBLEM TO BE SOLVED: To provide an earthquake motion intensity prediction method and a disaster prevention system using real-time earthquake information, capable of estimating/evaluating an earthquake motion intensity in an assumed position with precision higher than that of conventional one, based on the real-time earthquake information. SOLUTION: A correction factor reflected with a ground characteristic in the assumed position is calculated based on an observation record concerned in the earthquake motion intensity obtained in the ground in the assumed position in the past or the ground in the vicinity thereof, and based on the earthquake motion intensity in the assumed position estimated by a distance damping expression based on a hypocentral position and a magnitude of an earthquake. The earthquake motion intensity in the assumed position is predicted by multiplying the earthquake motion intensity in the assumed position estimated by the distance damping expression, based on the hypocentral position and the magnitude in the generation of the earthquake, with the correction factor, when obtaining the real-time earthquake information including the hypocentral position and the magnitude in the generation of the earthquake. COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供使用实时地震信息的地震运动强度预测方法和防灾系统，其能够以比常规地精度高的方式估计/评估假定位置的地震运动强度，基于实时地震信息。
解决方案：基于在过去的假定位置的地面中获得的地震运动强度的观测记录或其附近的地面，计算在假定位置中用地面特性反映的校正系数，以及基于通过基于中心位置和地震大小的距离阻尼表达估计的假定位置中的地震运动强度。假设位置的地震运动强度通过将基于距离阻尼表达式估计的假定位置处的地震运动强度乘以校正因子，基于中心位置和产生地震的大小，在获得实时地震信息，包括地震的中心位置和震级。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2006045885A Vibration control method and vibration control system using real-time earthquake information 审中-公开
标题翻译：使用实时地震信息的振动控制方法和振动控制系统
公开(公告)号：JP2006045885A
公开(公告)日：2006-02-16
申请号：JP2004227766
申请日：2004-08-04
申请人： Taisei Corp , 大成建設株式会社
发明人： NAGASHIMA ICHIRO , RANKI TATSUHIRO , UCHIYAMA YASUO , YOSHIMURA TOMOAKI , TAKAGI MASAMI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To provide a vibration control method using real-time earthquake information, for reliably optimizing the ability of vibration control and base isolation of a structure by means of a simple device before arrival of an earthquake, depending on the scale of the earthquake, and to provide a vibration control system for use in the method.
SOLUTION: The vibration control method is applicable to controlling the ability vibration control and base isolation of the structure 1 having a structure control means 4 with variable rigidity and/or damping performance, for damping tremors, by using the real-time earthquake information at least on a magnitude and an earthquake location of the earthquake, which are acquired based on P waves indicative of preliminary tremors detected at the time of earthquake occurrence near the earthquake location. According to the vibration control method, an earthquake tremor level at a building location of the structure 1 is calculated before the arrival of the earthquake, based on the real-time earthquake information, and the structure control means 4 is controlled to have predetermined damping performance corresponding to the earthquake tremor level acquired by the calculation.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供使用实时地震信息的振动控制方法，为了在地震到达之前通过简单的装置可靠地优化结构的振动控制和基座隔离的能力，这取决于并提供用于该方法的振动控制系统。解决方案：振动控制方法适用于通过使用实时地震来控制具有可变刚度和/或阻尼性能的结构控制装置4的结构1的振动控制和基座隔离，用于阻尼震颤至少基于表示在地震发生地震发生时检测到的初步震动的P波获取的地震的大小和地震位置的信息。根据振动控制方法，基于实时地震信息，在地震到达之前计算结构1的建筑物位置处的地震震动水平，结构控制装置4被控制为具有预定的阻尼性能对应于通过计算获得的地震震级。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2005220731A Buckling reinforcement structure for brace 有权
标题翻译：吊坠加固结构
公开(公告)号：JP2005220731A
公开(公告)日：2005-08-18
申请号：JP2004182119
申请日：2004-06-21
申请人： Taisei Corp , 大成建設株式会社
发明人： NARIHARA HIROYUKI , MORITA YOSHIHIKO , RANKI TATSUHIRO , KUNO MASAYOSHI , SUZUKI HIROMI , KIMURA YUICHI
IPC分类号： E04B1/24 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a simple and an effective buckling reinforcement structure for a brace core material with a small slenderness ratio.
SOLUTION: This buckling reinforcement structure for the brace comprises flanges 2 oppositely disposed to each other and a web 3 formed between these flanges 2 integrally with each other and reinforces, against buckling, the brace core material 1 of H-shape in cross section having specifications in which the slenderness ratio is less than a limit slenderness ratio. A reinforcing material 4 lower in height less than a dimension between the flanges 2 is disposed on the side-faces of the web 3 of the brace core material 1 by installing vertical members 4a along the web 3, and these reinforcement material 4 is connected to the web 3 through connection parts 6, 7 and 8 in the state of an axial force acting on the brace core material 1 not transmitted by a frictional force on the contact faces therebetween.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供具有小细长比的支撑芯材料的简单而有效的弯曲加强结构。解决方案：用于支架的该弯曲加强结构包括彼此相对设置的凸缘2和彼此一体地形成在这些凸缘2之间的腹板3，并且加强横向成形为H形的支撑芯材1 具有细长比小于限制细长比的规格。通过沿着腹板3安装垂直构件4a，在支撑芯材1的腹板3的侧面上设置有比凸缘2之间的尺寸小的高度的增强材料4，并且这些加强材料4连接到在作用在支架芯材料1上的轴向力的状态下，纸幅3通过连接部分6,7和8不被其上的接触面上的摩擦力传递。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2003343639A Variable damping device 有权
标题翻译：可变阻尼装置
公开(公告)号：JP2003343639A
公开(公告)日：2003-12-03
申请号：JP2002150989
申请日：2002-05-24
申请人： Taisei Corp , 大成建設株式会社
发明人： NAGASHIMA ICHIRO , HIBINO HIROSHI , RANKI TATSUHIRO
IPC分类号： F16F15/02 , F16F15/023
摘要： PROBLEM TO BE SOLVED: To provide a variable damping device appropriate for preventing excessive increase in response vibration of a vibration control object for a vibration wave having a high long-cycle component.
SOLUTION: A base isolation structure 100 comprises a variable damping damper 30 for generating a damping force for moderating vibration occurring in a building 10, a sensor 40 for detecting displacement x
a and speed X'
a of the variable damping damper 30, and a damper control circuit 50 for calculating a damping amount based on the displacement X
a and speed X'
a detected by the sensor 40. When the absolute value of a variable X
-
ai calculated based on the displacement X
a and speed X'
a detected by the sensor 40 is below a reference value X
a T, the damper control circuit 50 increases the value of the variable α placing the limit at an upper limit α
max . When the absolute value of a variable X
-
ai calculated based on the displacement X
a and speed X'
a detected by the sensor 40 is over the reference value X
a T, the damper control circuit 50 decreases the value of the variable α placing the limit at a lower limit α
min .
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供适合于防止振动控制对象对具有高长周期分量的振动波的响应振动的过度增加的可变阻尼装置。解决方案：基座隔离结构100包括可变阻尼阻尼器30，用于产生用于缓和建筑物10中发生的振动的阻尼力，用于检测位移x a 的传感器40和速度X' 可变阻尼阻尼器30的SB> a 和用于基于位移X a 计算阻尼量的减震器控制电路50和速度X' a 当基于位移X a 计算的变量X - ai 的绝对值和速度X'SB 由传感器40检测到的 SB 低于基准值X a，则阻尼器控制电路50将将极限设定在上限α 最大。当基于位移X a 计算的变量X - ai 的绝对值和速度X' a 由传感器40检测出的值超过参考值X a，减震器控制电路50将设定极限的变量α的值降低到下限α min 。版权所有（C）2004，JPO

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