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1. 发明专利

JPH06137377A INCLINATION ADJUSTING MECHANISM FOR ACTUATOR 失效
公开(公告)号：JPH06137377A
公开(公告)日：1994-05-17
申请号：JP29147792
申请日：1992-10-29
申请人： KAJIMA CORP , EBARA CORP
发明人： NAKANO TATSUJI , IZAKI YUICHI , KOSHIDA HIROSHI , NAGAYA YOSHIO , MIDORIKAWA HIROSHI , KANDA KATSUHISA , MINEMURA ATSUO
IPC分类号： E04F15/18 , F16F15/03
摘要： PURPOSE:To facilitate inclination adjustment of an actuator by arranging a mirror surface actuator having a vertical end surface, a horizontal light laser beam source and a scale plate to receive spots of reflected light from a vertical half mirror of horizontal light and reflected light from an end surface of transmitted light. CONSTITUTION:An end surface 1a, a half mirror 7 and a scale plate 8 are made to cross at right angles to the axis X, and horizontal light (a) is radiated to the center of the end surface 1a by a laser beam source 10. A spot A by reflected light (b) from the half mirror 7 of the horizontal light (a) is projected, for example, on a division 9b of the scale plate 8. On the other hand, a spot B of reflected light (d) from the end surface 1a by transmitted light (c) of the half mirror 7 of the horizontal light (a) is projected, for example, in the vicinity of a division 9d. Thereby, the fact that the axis Z of an actuator 1 is inclined by a height difference between the divisions 9b and 9d with the spot A as its reference, can be recognized. An inclination is adjusted by jack bolts 11-14. Next, a leveling mechanism 5 is moved, and an inclination on an end surface 1b is adjusted. An inclination on actuators 3 and 4 is adjusted similarly, and adjustment is finished.

2. 发明专利

JPH06137374A LEVEL ADJUSTING MECHANISM FOR ELECTROMAGNETIC ACTUATOR 失效
公开(公告)号：JPH06137374A
公开(公告)日：1994-05-17
申请号：JP29145492
申请日：1992-10-29
申请人： KAJIMA CORP , EBARA CORP
发明人： MIDORIKAWA HIROSHI , TAKANO MIKIO , IZAKI YUICHI , TSUKAMOTO NOBUYUKI , OGAWA YASUO , KANDA KATSUHISA , NAKANO TATSUJI
IPC分类号： E04F15/18 , F16F15/03
摘要： PURPOSE:To facilitate accurate level adjustment by arranging a base plate forming a spherical part on the top surface, an electromagnetic actuator forming a recessed part engaged with the spherical part in a base part and plural adjusting bolts to fasten the base part to the base plate. CONSTITUTION:A base plate 10 arranged fixedly on the building floor F is composed of a spherical part 11 and a flange part 12, and plural adjusting bolts 13 are erected on the flange part 12. A recessed part 8 engaged with the spherical part 11 is formed in a base part 7 of an electromagnetic actuator 1, and a flange part 9 is formed in the bottom part, and bolt holes 9a are bored in the flange part 9. The recessed part 8 is engaged with the spherical part 11, and adjusting bolts 13 are inserted in the bolt holes 9a, and are fastened temporarily by nuts 14 to such a degree as the recessed part 8 can be rotated to the spherical part 11. While adjusting a surface level of a vibration resistant table 3, the base part 7 is rotated, and after it is adjusted in an accurate level position, the nuts 14 are fastened regularly, and the actuator 1 is fixed to the plate 10. Thereby, accurate level adjustment of the actuator 1 can be facilitated.

3. 发明专利

JPH06138265A FRAME FOR ABSOLUTELY KEEPING HORIZONTALLY 失效
公开(公告)号：JPH06138265A
公开(公告)日：1994-05-20
申请号：JP29144892
申请日：1992-10-29
申请人： KAJIMA CORP , EBARA CORP
发明人： MIDORIKAWA HIROSHI , TAKANO MIKIO , IZAKI YUICHI , KOSHIDA HIROSHI , OGAWA YASUO , KANDA KATSUHISA , MINEMURA ATSUO
IPC分类号： G01C9/00 , G01C15/14 , G12B5/00
摘要： PURPOSE:To always keep a table horizontal by supporting the horizontal table by means of a plurality of electromagnetic actuators, detecting the horizontality of the table, and driving an actuator in accordance with a signal indicating it. CONSTITUTION:A horizontal table 1 is supported on a floor F by means of a plurality of electromagnetic actuators 2a-2c. The actuators 2a-2c are operated to levitate the table 1 and then a gyro 6 is actuated to detect the pitch and roll angles of the table 1. An adder 7 adds together the reference value signal of zero table angle and the minus signal of the pitch or roll angle from the gyro 6 to determine whether or not the pitch or roll angle is zero. When both of the angles are zero, detection is repeated, whereas when both are not zero the amount of current fed to the actuators 2a-2c is decided using a control circuit 8 to control the amount of levitation so as to keep the table 1 in a horizontal state. The above process is constantly repeated to keep the table 1 horizontal.

4. 发明专利

JP2006170739A Earthquake disaster prevention system using urgent earthquake prompt report 审中-公开
标题翻译：使用紧急地震报告报告的地震灾害预防系统
公开(公告)号：JP2006170739A
公开(公告)日：2006-06-29
申请号：JP2004362198
申请日：2004-12-15
申请人： Ers:Kk , Hakusan Kogyo Kk , Kajima Corp , Oyo Jishin Keisoku Kk , 応用地震計測株式会社 , 株式会社イー・アール・エス , 白山工業株式会社 , 鹿島建設株式会社
发明人： KANDA KATSUHISA , MIYAMURA MASAMITSU , SATAKE AKIHIRO , YOSHIDA MINORU , KUSANO NAOMIKI , INABA OSAMU
IPC分类号： G01V1/00 , G01V1/28 , G06N3/00
摘要： PROBLEM TO BE SOLVED: To output a report on an earthquake and a control signal prior to the arrival of a main movement of the earthquake by using an urgent earthquake prompt report, to perform not only the prompt report but also high-accuracy evaluation in consideration of a predominant period of the ground and the vibration characteristics of a building by using a neural network, and to dramatically enhance the reliability of prediction by optimizing the neural network by learning, as to earthquake disaster prevention for facilities, buildings, etc. SOLUTION: The quake or the level of damage at a target point is estimated prior to the arrival of the main movement of the earthquake by using the neural network that adopts, as input parameters, not only the magnitude at the seismic center, the position (longitude and latitude) of the seismic center, the depth of the seismic center, and the arrival time and size of earthquake motion, acquired from the urgent earthquake prompt report, but also dynamic characteristics such as the predominant period of the ground at an object point previously acquired by survey and, as to the interior of a building, the proper period, damping stories, etc. of the building, to perform reporting for earthquake disaster prevention or controlling on installations/equipment. Optimization is achieved by thereto adding a self-learning function. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：通过使用紧急地震提示报告，在地震主要运动到达之前输出地震报告和控制信号，不仅要及时报告，而且要执行高精度通过使用神经网络考虑建筑物的主导时间和振动特性，通过学习优化神经网络，对设施，建筑物等进行地震灾害预防，大幅度提高预测的可靠性。解决方案：在地震主要运动到达之前，估计目标点的地震或损伤程度，使用神经网络作为输入参数，不仅在地震中心处的震级，地震中心的位置（经度和纬度），地震中心的深度以及从紧急地震提示报告获得的地震运动的到达时间和大小，而且还包括动态特征，如先前通过调查获得的对象点的地面的主要时期，建筑物的内部，建筑物的适当时期，阻尼故事等，进行地震灾害报告预防或控制装置/设备。通过添加自学习功能实现优化。版权所有（C）2006，JPO＆NCIPI

5. 发明专利

JP2009032141A Earthquake early warning system 有权
标题翻译： EARTHQUAKE早期警报系统
公开(公告)号：JP2009032141A
公开(公告)日：2009-02-12
申请号：JP2007196995
申请日：2007-07-30
申请人： Kajima Corp , Oyo Jishin Keisoku Kk , 応用地震計測株式会社 , 鹿島建設株式会社
发明人： KANDA KATSUHISA , MIYAMURA MASAMITSU , NASU TADASHI , ABE MASAFUMI , SATAKE AKIHIRO
IPC分类号： G08B21/10 , G01V1/00 , G01V1/28 , G08B31/00
摘要： PROBLEM TO BE SOLVED: To provide an earthquake early warning system for issuing a warning earlier than before, minimizing earthquake damages even when there is no time to lose with the existing emergency earthquake report, and it is difficult to take effective measures, in the case of a direct-hit earthquake or the like.
SOLUTION: Local seismometers are installed on points or areas to be warned. The local seismometers are disposed in a triangle shape with certain distance. The intensity of an S wave is estimated based on a maximum value of the velocity of a P wave in the vertical direction in predetermined several seconds from the start of detection of the P wave detected by the local seismometers. The warning is issued when the intensity of the estimated S wave exceeds a set level. Also, a receiver for an emergency earthquake report of Japan Meteorological Agency is provided. By inputting information into a decision processing circuit, it is possible to use an emergency earthquake report data when a seismic center is far.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种比以前发布警报的地震预警系统，即使在现有的紧急地震报告没有时间输入的情况下，也能最大限度地减少地震的损失，难以采取有效措施，在直击地震等的情况下。
解决方案：本地地震仪安装在要警告的点或区域上。局部地震仪以一定距离设置成三角形。基于由本地地震仪检测到的P波的检测开始起的预定的数秒内，基于垂直方向上的P波的速度的最大值来估计S波的强度。当估计的S波的强度超过设定的水平时，发出警告。此外，还提供了日本气象局紧急地震报告的接收方。通过将信息输入到决策处理电路中，当地震中心很远时可以使用紧急地震报告数据。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JPH1164533A EARTHQUAKE EARLY DETECTING SYSTEM HAVING SELF-LEARNING FUNCTION BY NEURAL NETWORK 失效
公开(公告)号：JPH1164533A
公开(公告)日：1999-03-05
申请号：JP22488497
申请日：1997-08-21
申请人： KAJIMA CORP
发明人： KANDA KATSUHISA
IPC分类号： G01V1/28 , G06F15/18 , G06N3/00
摘要： PROBLEM TO BE SOLVED: To improve evaluation precision by applying a neural network to the evaluation of hypocentral parameter (magnitude, hypocentral distance and depth) performed within an observation point earthquake detecting device. SOLUTION: The evaluation of hypocentral parameter of an earthquake early detecting system having a self-learning function by a neural network is shown by flowcharts, wherein (a) is performed when an earthquake is present, and (b) is performed in learning which is performed sometimes when no earthquake is present. This system is basically the same as a conventional. system, and all evaluations are instantaneously ended after detection of an S-wave only in one observation point. In this system, the evaluation is performed by use of a neural network having all conceivably influential parameters as inputs. The neural network is an analyzing tool modeled after human neutron which has two functions of a learning function and an evaluating function using the network obtained therefrom. The learning is ordinarily performed, the hypocentral information of the Japan Meteorological Agency extending from the initial information of earthquake wave to the detected point to derive a network for evaluating the optimum value of the hypocentral parameter.

7. 发明专利

JP2008039446A Earthquake damage evaluation program 审中-公开
标题翻译：地震灾害评估计划
公开(公告)号：JP2008039446A
公开(公告)日：2008-02-21
申请号：JP2006210560
申请日：2006-08-02
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KANDA KATSUHISA , UKON HACHIRO , MIYAMURA MASAMITSU , HIRAYAMA YASUNORI
IPC分类号： G01V1/28 , G06Q10/00 , G06Q10/04 , G06Q50/00 , G06Q50/10 , G06Q50/26
摘要： PROBLEM TO BE SOLVED: To provide an earthquake damage evaluation program capable of precisely evaluating damage of a building when hit by an earthquake.
SOLUTION: A computer 10 for evaluating earthquake damage of a building is operated as: a storage means 12 storing a map 14 of an object region R including the object building A and positions 13, 19 of a plurality of earthquake observation points C and a damage rate function 16 of the building A to earthquake motion; an earthquake motion characteristic setting means 20 setting an earthquake motion distance attenuation expression 21 of an engineering base 1 of the object region R and an earthquake motion amplification rate distribution 22 of a surface ground 2; an input means 25 inputting as earthquake information an earthquake motion observation value I of each observation point C, an earthquake magnitude M, and a seismic center position B; an earthquake motion distribution calculation means 30 calculating an earthquake motion distribution P of the surface of the ground of the object region R from the earthquake information I, M, B and the earthquake motion distance attenuation expression 21 and the earthquake motion amplification rate distribution 22; a damage calculation means 35 calculating damage Q of the building A from the earthquake motion distribution P, the position 13 of the building A, and the damage rate function 16; and an output means 40 outputting the map 14, the earthquake motion distribution P, and the damage Q.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够精确评估建筑物遭受地震袭击时的破坏的地震损害评估程序。解决方案：用于评估建筑物的地震损坏的计算机10作为存储装置12存储包括对象建筑物A的物体区域R的地图14和多个地震观测点C的位置13,19 和建筑物A的破坏率函数16对地震动作; 设定对象区域R的工程基础1的地震运动距离衰减表达式21和地面地面2的地震运动放大率分布22的地震运动特性设定单元20; 作为地震信息输入各观测点C的地震运动观测值I，地震震级M和地震中心位置B的输入单元25，地震运动分布计算装置30，根据地震信息I，M，B和地震运动距离衰减表达式21以及地震运动放大率分布22计算对象区域R的地面的地震运动分布P; 从地震运动分布P，建筑物A的位置13和损伤率函数16计算建筑物A的损伤Q的损伤计算装置35; 以及输出地图14，地震运动分布P和损伤Q的输出单元40。（C）2008，JPO＆INPIT

8. 发明专利

JP2001167133A GATHERING AND DISPLAYING SYSTEM AND RECORDING MEDIUM FOR INFORMATION 失效
公开(公告)号：JP2001167133A
公开(公告)日：2001-06-22
申请号：JP35197999
申请日：1999-12-10
申请人： KAJIMA CORP
发明人： KANDA KATSUHISA , MIYAMURA MASAMITSU , HIRONAKA YOSHIKAZU , TAKAHASHI YUJI
IPC分类号： G06F17/30 , G06F17/40
摘要： PROBLEM TO BE SOLVED: To provide a gathering and displaying system for information which can decide the degree of suffering with high precision and gather damage information with efficiency while combining image information and view information, and immediately display those pieces of information. SOLUTION: On the spot 3, image information and position information on a structure are inputted to a portable personal computer 9 by using an image input device 5 and a GPS device 7 to generate a damage investigation document of the structure. Then information of the damage investigation document, etc., is sent to a host computer 17 at the countermeasure headquarters 13 by using a portable telephone 11. The host computer 17 registers the information of the damage investigation document in a damage investigation document database 23, etc., displays a map on a display, and also displays the position of the object structure on the map discriminatingly.

9. 发明专利

JPH06324160A SEISMIC INTENSITY FORECASTING SYSTEM 失效
公开(公告)号：JPH06324160A
公开(公告)日：1994-11-25
申请号：JP358393
申请日：1993-01-12
申请人： KAJIMA CORP
发明人： KANDA KATSUHISA , KANAYAMA HIROO , MIYAMURA MASAMITSU , MOROI TAKAFUMI , YAMANAKA HIROAKI , DAIHO NAOTO , TAKAHASHI KATSUYA
IPC分类号： G01V1/00 , E04H9/02 , G01V1/28 , G08B21/00 , G08B21/10
摘要： PURPOSE:To forecast the seismic intensity at a forecasting point by calculating the characteristic values from the accelerating speed wave form or speed wave form during the course from the arrival of the P wave to the arrival of S wave at the observation point in the vicinity of an electric power source and calculating the damping quantity corresponding to the distance from the electric power source, from these characteristic values. CONSTITUTION:A seismic intensity forecasting system is constituted of an observation point device 1, central observation center device 2, and a forecasting point device 3. By the device 1, two horizontal compoments and vertical component of the seismic wave are observed, and after amplification, A/D conversion is carried out, and the characteristics such as the amplitude, phase, continuation time, ratio between the horizontal movement and vertical movement, etc., are calculated from the accelerating speed wave form or the speed wave form of the P wave which reaches at first by a mu-CPU, and the direction, depth of a seismic source, seismic intensity and seismic source distance at the observation point, seismic source distance, and the seismic source distance at the forecasting point are calculated from these characteristic values. These data is transmitted to the center device 2, and the seismic intensity at the target forecasting point is calculated by a host computer. The forecasted seismic intensity = C0 + seismic intensity of initial movement at observation point + C1X log (seismic source distance at observation point) - C2 X log (seismic source distance at forecasting point (in this equation, C0, C1, and C2 are constants).

10. 发明专利

JPH06248612A FLOATING PC CABLE STAYED BRIDGE 失效
公开(公告)号：JPH06248612A
公开(公告)日：1994-09-06
申请号：JP3546193
申请日：1993-02-24
申请人： KAJIMA CORP
发明人： TAKEDA TETSUO , OKIMI YOSHIHIDE , ICHINOMIYA TOSHIMICHI , ARITA TOMOHIKO , KANDA KATSUHISA , IIZUKA MASAMI , OKAMOTO HIROAKI
IPC分类号： E01D11/00 , E01D11/04 , E01D101/24
摘要： PURPOSE:To facilitate correction in the case of deformation of a vibratory isolation device, by installing a vibratory isolation device equipped between a main girder suspended from a main tower erected on a bridge pier by diagonal members and the pier and the main tower, so as to avoid the vertical weight and so as to separate therefrom. CONSTITUTION:A main girder 2 laid down on a bridge piers 1 is suspended by diagonal members 4 from main towers 3 and a vibratory isolation device 5 is equipped between the main girder 2 and the pier 1 and the main tower 3. When this vibratory isolation device 5 is equipped, the structure is designed so as to avoid the weight of main girder 2 and it is made to be separable from the bridge pier 1 and the main girder 2 to allow only horizontal forces. And further, the vibratory isolation device 5 is separated to avoid the deformation for a while in accordance with the expansion or contraction of the main girder 2. In this way, the maintenance work of the vibratory isolation device can be easily carried out.

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