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1. 发明专利

JP2012247229A Distortion amount display method and apparatus and soundness evaluation method 有权
标题翻译：失真量显示方法和装置和声音评估方法
公开(公告)号：JP2012247229A
公开(公告)日：2012-12-13
申请号：JP2011117389
申请日：2011-05-25
申请人： Hiroshima Univ , 国立大学法人広島大学 , Keisoku Res Consultant:Kk , 株式会社計測リサーチコンサルタント
发明人： TAKAGI TAKESHI , OKAMOTO TAKUJI , MIYAMOTO NORIYUKI , UMEMOTO HIDEJI , OHATA HIDEYUKI
IPC分类号： G01B11/16 , E01D22/00
摘要： PROBLEM TO BE SOLVED: To provide a distortion amount display method or the like with which a displacement amount of a measurement target can be displayed easily and inexpensively.SOLUTION: According to a distortion amount display method, a pair of substrates 11 and 12 have pattern areas 11a and 12a in which patterns 11b and 12b are formed, the pattern areas 11a and 12a are fixed to a measurement target while keeping a predetermined interval so as to be overlapped, and the amount of distortion loaded to the measurement target is displayed by moire stripes 5 generated by interference of the patterns 11b and 12b. Furthermore, the moire stripes are photographed to evaluate soundness of the measurement target.
摘要翻译：要解决的问题：提供能够容易且廉价地显示测量对象的位移量的失真量显示方法等。解决方案：根据失真量显示方法，一对基板11和12具有形成有图案11b和12b的图案区域11a和12a，图案区域11a和12a固定在测量对象上，同时保持预定间隔以重叠，并且通过由图案11b和12b的干涉产生的莫尔条纹5显示加载到测量对象的失真量。此外，拍摄莫尔条纹以评估测量目标的健全性。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2008051676A Earthquake damage measurement system using maximum response member angle measurement device for elevated bridge column 有权
标题翻译：用于高架桥梁的最大响应成员角度测量装置的地震灾害测量系统
公开(公告)号：JP2008051676A
公开(公告)日：2008-03-06
申请号：JP2006228683
申请日：2006-08-25
申请人： Keisoku Res Consultant:Kk , Railway Technical Res Inst , 株式会社計測リサーチコンサルタント , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , OKAMOTO TAKUJI , MIYAMOTO NORIYUKI , HAMADA HIROSHI
IPC分类号： G01M99/00
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive and high precision earthquake damage measurement system using a system measurement device for measuring a maximum response member angle of an elevated bridge column.
SOLUTION: The earthquake damage measurement system using the maximum response member angle measurement device for the elevated bridge column includes a sensor system measuring the maximum response member angle in two directions of the elevated bridge column, a transmission system of a radio LAN system or an RF-ID tag system transmitting measurement data from the sensor system, and an evaluation system taking the measurement data transmitted from the transmission system and evaluating the degree of damage of the elevated bridge column.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种廉价且高精度的地震损伤测量系统，其使用用于测量高架桥柱的最大响应构件角度的系统测量装置。
解决方案：使用高架桥柱的最大响应构件角度测量装置的地震损伤测量系统包括测量高架桥柱两个方向上的最大响应构件角度的传感器系统，无线电LAN系统的传输系统或从传感器系统发送测量数据的RF-ID标签系统，以及从传输系统发送的测量数据的评估系统，并评估升降桥列的损坏程度。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007309899A Noncontact-type vibration/displacement measuring device 审中-公开
标题翻译：非接触型振动/位移测量装置
公开(公告)号：JP2007309899A
公开(公告)日：2007-11-29
申请号：JP2006141854
申请日：2006-05-22
申请人： Keisoku Res Consultant:Kk , Univ Of Tokyo , 国立大学法人東京大学 , 株式会社計測リサーチコンサルタント
发明人： FUJINO YOZO , KUBOTA KEITA , MIYASHITA TAKESHI , OKAMOTO TAKUJI , MIYAMOTO NORIYUKI , UMEMOTO HIDEJI , SHINTAKU YUKIHIDE
IPC分类号： G01H9/00 , G01B11/00
摘要： PROBLEM TO BE SOLVED: To measure vibration of a measuring object easily and surely, even if the object is a remote measuring object.
SOLUTION: This noncontact-type vibration/displacement measuring device M is equipped with an optical system 15 having a lens part 11 for aiming with respect to a measuring object region, an irradiation part 12 for irradiating laser light to the measuring object region, and a light-receiving part 13 for receiving reflected light of the laser light; a driving part 20 for driving the optical system 15; a storage part 25 for storing control information of the driving part 20, when the measuring object region is aimed at by the lens part 11; an aiming position specifying section for determining the aim of the laser light, irradiated from the irradiation part 12 based on the control information of the driving part 20; a detection part for irradiating the laser light to the aim determined by the aiming position specifying part, and detecting the output change of the reflected light generated due to the vibration or displacement of the measuring object region; and a vibration analysis part 30 for analyzing the displacement state or the vibration state of the measuring object region, based on the output change of the reflected light.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：即使物体是远程测量对象，也能够容易且可靠地测量测量对象的振动。解决方案：该非接触型振动/位移测量装置M装备有具有用于瞄准测量对象区域的透镜部分11的光学系统15，用于将激光照射到测量对象区域的照射部分12 以及用于接收激光的反射光的光接收部13; 驱动光学系统15的驱动部20; 存储部25，用于存储驱动部20的控制信息，当测量对象区域被透镜部11瞄准时; 基于驱动部20的控制信息，从照射部12照射的用于确定激光的目标的瞄准位置确定部; 用于将激光照射到由瞄准位置指定部确定的目标的检测部分，并且检测由于测量对象区域的振动或位移而产生的反射光的输出变化; 以及用于基于反射光的输出变化来分析测量对象区域的位移状态或振动状态的振动分析部30。版权所有（C）2008，JPO＆INPIT

4. 发明专利

JP2008209313A Distortion measuring method, or the like 审中-公开
标题翻译：失败测量方法，或类似的
公开(公告)号：JP2008209313A
公开(公告)日：2008-09-11
申请号：JP2007047799
申请日：2007-02-27
申请人： Keisoku Res Consultant:Kk , 株式会社計測リサーチコンサルタント
发明人： OKAMOTO TAKUJI , MIYAMOTO NORIYUKI
IPC分类号： G01B11/16
摘要： PROBLEM TO BE SOLVED: To provide a distortion measuring method capable of measuring displacement of a measuring object easily and inexpensively, and the like.
SOLUTION: This distortion measuring method has a measuring scale installation process for installing a measuring scale 5 whose one end is arranged near a reference point A, specified beforehand relative to a measuring object 2, and whose other end is fixed and mounted on a part of the measuring object 2; an optical measuring device installation process for installing an optical measuring device 10 for detecting the moving state of the measuring scale 5 in the periphery of the reference point A; and a distortion calculation process for calculating a moving distance S of the measuring scale 5, based on the moving state of the measuring scale 5, before and after generation of the distortion detected by the optical measuring device 10, and calculating the distortion generated in the measuring object 2, based on the calculated moving distance S of the measuring scale 5 and on the length L of the measuring scale 5 specified, beforehand.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够容易且廉价地测量测量对象的位移的失真测量方法等。解决方案：该失真测量方法具有测量刻度安装过程，用于安装其一端布置在参考点A附近的测量标尺5，该参考点A相对于测量对象2预先指定，并且另一端固定并安装在测量对象2的一部分; 光学测量装置安装方法，用于安装用于检测基准点A的周围的测量标尺5的移动状态的光学测量装置10; 以及失真计算处理，用于基于测量标尺5的移动状态，在产生由光学测量装置10检测到的失真之前和之后计算测量刻度5的移动距离S，并计算在测量对象2基于计算出的测量标尺5的移动距离S和预先规定的测量刻度5的长度L。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JP2008051675A Maximum response member angle measuring instrument for elevated bridge post 有权
标题翻译：最大响应会员角度测量仪器用于高架桥
公开(公告)号：JP2008051675A
公开(公告)日：2008-03-06
申请号：JP2006228682
申请日：2006-08-25
申请人： Keisoku Res Consultant:Kk , Railway Technical Res Inst , 株式会社計測リサーチコンサルタント , 財団法人鉄道総合技術研究所
发明人： NIHEI TATSUYA , SOGABE MASAMICHI , TANIMURA YUKIHIRO , OKAMOTO TAKUJI , MIYAMOTO NORIYUKI , HAMADA HIROSHI
IPC分类号： G01B5/24 , G01M5/00 , G01M99/00
摘要： PROBLEM TO BE SOLVED: To provide a maximum response member angle measuring instrument for an elevated bridge post to directly measure the maximum response member angle of the bridge post by using inexpensive mechanical sensors of a power source-less system.
SOLUTION: This maximum response member angle measuring instrument for an elevated bridge post is equipped with: two mechanical peak sensors 3A and 3B of a power source-less system disposed in an X direction and in a Y direction normal to the X direction, respectively, and mounted on an upper-layer beam 2 of the elevated bridge post 1 by means of a first tool 4; and an arm 6 provided with a rocking part 8 on the upper-layer beam 2, engaging with one end of each of the two peak sensors 3A and 3B of the power source-less system, and further extending downward to cause its lower end part to engage with a second tool 7 at a position excepting a plastic hinge zone of the bridge post 1.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供用于高架桥柱的最大响应构件角度测量仪器，通过使用廉价的无电源系统的机械传感器直接测量桥柱的最大响应构件角度。
解决方案：用于高架桥柱的最大响应构件角度测量仪器配备有：在X方向和垂直于X方向的Y方向上设置的无电源系统的两个机械峰值传感器3A和3B 并通过第一工具4安装在高架桥柱1的上层梁2上; 以及在上层梁2上设置有摆动部分8的臂6，与无电力系统的两个峰值传感器3A和3B中的每一个的一端接合，并且进一步向下延伸以使其下端部分在除了桥柱1的塑性铰链区之外的位置与第二工具7啮合。版权所有（C）2008，JPO＆INPIT

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