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    • 1. 发明专利
    • Cross level monitor
    • 跨水平监视器
    • JP2007263700A
    • 2007-10-11
    • JP2006088233
    • 2006-03-28
    • Tokyo Keisoku:Kk株式会社東京計測
    • OOTANAKA TATSUSHINAGANO YUICHIDEGUCHI YASUHIRO
    • G01C9/20G01C9/06
    • PROBLEM TO BE SOLVED: To provide a cross level monitor simply mounted on a crosstie, etc. for measur a deviation in a cross level of an existing railroad, etc. owing to ground fluctuation, uneven settlement, and other causes which can happen in civil and construction works, etc. and monitoring a deviation in the cross level caused by engineering work, etc. performed in the vicinity of railroad, etc.
      SOLUTION: This cross level monitor is characterized, by being equipped with a turning body, a liquid for floating a float provided on an outer-end-side under face of the turning body, and a measuring means for measuring an inclination angle of the turning body with respect to a rectangular enclosure. The turning body is shaft-supported in the rectangular enclosure with its upper face opened, while being equipped with a mounting collar piece on its lower face, in such a manner as to make the seesaw-like turning motion along the length direction of the rectangular enclosure. This monitor is structured so that inclination angles of left/right both end parts in the length direction of the rectangular enclosure can be accurately measured.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供简单地安装在十字架等上的十字电平监视器,用于测量由于地面波动,不均匀沉降和其他原因导致的现有铁路等的交叉等级的偏差,这可能 发生在民用建筑工程等中,并监测在铁路附近进行的工程工作等引起的十字架偏差等。解决方案:该十字型液位监视器的特征在于配备 转动体,用于浮动设置在转动体的下表面的外侧的浮子的液体,以及用于测量转动体相对于矩形外壳的倾斜角度的测量装置。 转动体轴向支撑在矩形壳体中,其上表面打开,同时在其下表面上安装有安装套环件,以使得沿着矩形的长度方向形成跷跷板状的转动运动 外壳。 该监视器的结构使得可以精确地测量矩形外壳的长度方向上的左/右两端部的倾斜角度。 版权所有(C)2008,JPO&INPIT
    • 2. 发明专利
    • Self-light-emitting type target and displacement measuring system
    • 自发光型目标和位移测量系统
    • JP2012173027A
    • 2012-09-10
    • JP2011032884
    • 2011-02-18
    • East Japan Railway CoTekken Constr Co LtdTokyo Keisoku:Kk東日本旅客鉄道株式会社株式会社東京計測鉄建建設株式会社
    • KUWABARA KIYOSHINAITO KEISUKENAKAMURA SEIJIYAMAMURA YASUOSUZUKI TADAOOOTANAKA TATSUSHINAGANO YUICHI
    • G01C15/06G01B11/00G01C11/06
    • PROBLEM TO BE SOLVED: To provide a self-light-emitting type target for displacement measurement in which displacement can be measured outdoors continuously night and day and a measurement error is reduced, and a displacement measuring system with the same.SOLUTION: A self-light-emitting type target for displacement measurement (target 2 for measurement) is used for a displacement measuring system 1 which performs a displacement measurement on a measurement object (a rail) by analyzing an image captured by imaging means (a camera 3) through analysis means (a PC 4), and emits light by itself while being mounted on the measurement object (the rail). The target 2 for measurement is an inner illumination self-light-emitting type target including a case 20, light-emitting means 21 which emits light while being mounted in an internal portion at a back side of the case 20, and a phosphorescent plane member 22 which is mounted in an internal portion at a front side of the case 20, contains a phosphorescent phosphor and a light transmissible substance and is molded in a plate shape.
    • 要解决的问题:提供一种用于位移测量的自发光型目标,其中可以连续地在室外连续测量位移和测量误差,以及具有相同的位移测量系统。 解决方案:用于位移测量的自发光型目标(用于测量的目标2)用于通过分析通过成像捕获的图像来对测量对象(轨道)进行位移测量的位移测量系统1 通过分析装置(PC4)来表示(相机3),并且在安装在测量对象(导轨)上时自身发光。 用于测量的目标2是包括壳体20的内部照明自发光型靶,安装在壳体20的背侧的内部部分中发光的发光装置21,以及磷光平面构件 22安装在壳体20的前侧的内部部分中,包含磷光荧光体和透光性物质,并且被模制成板状。 版权所有(C)2012,JPO&INPIT
    • 3. 发明专利
    • Road surface flatness measuring device
    • 道路平面测量装置
    • JP2012173095A
    • 2012-09-10
    • JP2011034583
    • 2011-02-21
    • Tokyo Keisoku:Kk株式会社東京計測
    • OOTANAKA TATSUSHINAGANO YUICHI
    • G01B11/30
    • PROBLEM TO BE SOLVED: To provide a road surface flatness measuring device capable of measuring flatness of a road surface with a vehicle traveling on the road surface of a highway or an ordinary road while allowing the vehicle to travel at normal traveling speed.SOLUTION: A road surface flatness measuring device of the present invention: has laser ranging devices, which measure respective heights to a road surface, at three locations along a traveling direction of a vehicle; and measures a shape of the road surface through fluctuation of one range-finding value of an intermediate ranging device against a reference line connecting front and rear ranging devices. The road surface flatness measuring device can measure flatness of the road surface while allowing the vehicle to travel at normal traveling speed. In addition, the road surface flatness measuring device: enables a data processing unit such as a personal computer and accessory devices thereof to be mounted on the vehicle or in the vehicle; has no limitation in a distance on the road surface to be measured; and can largely save time and labor with reduced measuring time. Also, the road surface flatness measuring device can use a wheel of the vehicle as an encoder for measuring the distance by making each laser macrometer installable in a space below a loading platform of a truck and other devices mountable on the loading platform.
    • 要解决的问题:提供一种路面平坦度测量装置,其能够在允许车辆以正常行驶速度行驶的同时,在高速公路或普通道路的路面上行驶的车辆测量路面的平坦度。 解决方案:本发明的路面平坦度测量装置具有沿着车辆的行进方向的三个位置测量相对于路面的高度的激光测距装置; 并且通过使中间测距装置的一个测距值相对于连接前后测距装置的基准线的波动来测量路面的形状。 路面平坦度测量装置可以测量路面的平整度,同时允许车辆以正常行驶速度行驶。 另外,路面平坦度测量装置能够将诸如个人计算机的数据处理单元及其附件装置安装在车辆或车辆中; 在待测路面上的距离没有限制; 并可以大大节省时间和人力,减少测量时间。 此外,路面平坦度测量装置可以使用车辆的车轮作为用于通过使每个激光测径仪安装在卡车的装载平台和可安装在装载平台上的其他装置的下方的空间内来测量距离的编码器。 版权所有(C)2012,JPO&INPIT
    • 4. 发明专利
    • Track gauge measuring instrument
    • 轨迹测量仪器
    • JP2007263699A
    • 2007-10-11
    • JP2006088232
    • 2006-03-28
    • Tokyo Keisoku:Kk株式会社東京計測
    • OOTANAKA TATSUSHINAGANO YUICHIDEGUCHI YASUHIRO
    • G01B5/00B61K9/08
    • PROBLEM TO BE SOLVED: To provide a track gauge measuring instrument for simply and accurately measuring such a large variation in a track gauge as to lead to derailment by only putting it between rails.
      SOLUTION: This track gauge measuring instrument is characterized in that axially-confronting two tubular bodies are slide-coupled to each other by means of a protrusive stick extending out of the one thereof and inserted into the other, a plate-like spring body is provided in the tubular body on the side where the protrusive stick is inserted, with the spring body making sliding contact with a wedge face of a wedge body provided on an end of the protrusive stick while being displaced so as to follow the wedge body that slides together with the protrusive stick in keeping with the approaching or separating of the two tubular bodies, and a strain gauge is placed on a displacement part of the spring body. This measuring instrument is structured so that a variation in the track gauge, which can occur owing to adjacent construction work, etc., can be accurately measured by only putting it between rails.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种轨距仪测量仪器,用于简单准确地测量轨距上的这种大的变化,以便通过将其放在导轨之间导致脱轨。 解决方案:该轨距仪测量仪器的特征在于,轴向对置的两个管状体通过从其中延伸出来并插入到另一个中的突出棒彼此滑动联接,板状弹簧 主体设置在插入突出杆的一侧的管状体中,弹簧体与设置在突出棒的端部上的楔形体的楔形面滑动接触,同时移位,以便跟随楔体 其与突出的杆一起滑动以保持两个管状体的接近或分离,并且应变仪放置在弹簧体的位移部分上。 该测量仪器的结构使得通过仅将其放置在轨道之间可以精确地测量由于相邻的施工作业等而可能发生的轨距的变化。 版权所有(C)2008,JPO&INPIT
    • 5. 发明专利
    • Displacement gauge available in hole cavity
    • 位移量可用于孔洞
    • JP2007070911A
    • 2007-03-22
    • JP2005259957
    • 2005-09-07
    • Tokyo Keisoku:Kk株式会社東京計測
    • OOTANAKA TATSUSHINAGANO YUICHIDEGUCHI YASUHIRO
    • E21D9/093
    • PROBLEM TO BE SOLVED: To provide a displacement gauge available in a hole cavity, which is for use when excavation is carried out by an excavation cutter, based on a schedule line connecting between two locations, by measuring vertical and horizontal bends in a borehole, comparing measured values with a curvature of the excavation schedule line determined beforehand, and determining a propelling direction of the excavation cutter. SOLUTION: The displacement gauge available in the hole cavity is formed of: charging platforms 8 which are charged along a guide member 6 formed on one-side inner walls of pipe bodies 3 connected together and inserted into the borehole 2 excavated by the excavation cutter 1, and connected together via couplers 9; first and second displacement gauges 11, 12 which are universally jointed via their head ends near the coupler of the charging platforms 8; and a control means 5 for receiving the measured values from the first and second displacement gauges 11, 12, and outputting a steering signal to a propelling section of the excavation cutter 1. According to the displacement gauge, the propelling section of the excavation cutter is controlled by comparing the values of the curvature (displacement) obtained by the first and second displacement gauges 11, 12, with the curvature of the excavation schedule line determined beforehand. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:提供可用于孔腔中的位移计量器,其用于当通过挖掘刀具进行挖掘时,基于在两个位置之间连接的计划线路,通过测量垂直和水平弯曲 钻孔,将测量值与预先确定的挖掘计划线的曲率进行比较,以及确定挖掘刀具的推进方向。 解决方案:孔腔中可用的位移计量器形成为:充填平台8,其沿着形成在连接在一起的管体3的一侧内壁上的引导构件6装入并插入到由钻孔2挖出的钻孔2中 挖掘刀具1,并通过耦合器9连接在一起; 第一和第二位移量规11,12,其通过其顶端在充电平台8的耦合器附近被接合; 以及控制装置5,用于从第一和第二位移量规11,12接收测量值,并将转向信号输出到挖掘刀具1的推进部分。根据位移计,挖掘刀具的推进部分是 通过将由第一和第二位移量规11,12获得的曲率(位移)的值与预先确定的挖掘计划行的曲率进行比较来控制。 版权所有(C)2007,JPO&INPIT
    • 6. 发明专利
    • かぶり厚測定装置
    • 覆盖深度测量装置
    • JP2014202569A
    • 2014-10-27
    • JP2013078107
    • 2013-04-03
    • 株式会社東京計測Tokyo Keisoku:Kk
    • OTANAKA TSUTOMUNAGANO YUICHINAKAJIMA AKIHIKO
    • G01B5/14
    • 【課題】鉄筋コンクリート構造物の鉄筋と型枠とのかぶり厚を、必要な深さ場所を次々にかえつつ測定が数値表示により正確にできるようにしたかぶり厚測定装置を提供する。【解決手段】本発明のかぶり厚測定装置は、エアシリンダ10の作動に連動して拡開するパンタグラフ式部材9を介して対向設置された測定板13、13′、該測定板の外面間を測距するように設定されたエンコーダ26を備えた測定器3と、該測定器のエンコーダからの信号を受領して数値表示する表示盤5、前記エアシリンダ11を作動させるエアポンプ7の接続口を備えた手元器2とを、エア路aと信号路bとを備えたフレキシブル管9を介して連繋したことを特徴とし、フレキシブル管により手元器に繋がれた測定器を任意の長さに設定することにより測定器を必要な深さの測定場所まで挿入し、その深さにおいて正確なかぶり厚の測定ができるように構成した。【選択図】図1
    • 要解决的问题:提供一种覆盖深度测量装置,其能够测量钢筋的覆盖深度和钢筋混凝土结构的形式,使得可以在数字显示的同时精确地进行测量,同时顺序地改变所需的深度位置。解决方案: 本发明的覆盖深度测量装置被构造成:测量装置3包括测量板13,13',该测量板13'13'经由与气缸10的致动相互扩展的多段式构件9相对布置,并且设置为测量 测量板的外表面之间的间隙和包括接收来自测量装置的编码器的信号的指示面板5和致动气缸10的数字显示和气动泵7的端部连接的手持装置2通过一个 具有空气路径a和信号路径b的柔性管9; 将测量装置通过柔性管设置到可选长度,将测量装置插入到所需深度的测量位置; 并可以在深度测量精确的覆盖深度。
    • 7. 发明专利
    • Instrumentation managing method for link-type displacement gauge
    • 链式位移仪的仪表管理方法
    • JP2009053041A
    • 2009-03-12
    • JP2007220054
    • 2007-08-27
    • East Japan Railway CoTekken Constr Co LtdTokyo Keisoku:Kk東日本旅客鉄道株式会社株式会社東京計測鉄建建設株式会社
    • TSUYOSHI TAKESHIKUWABARA KIYOSHITOTSUKA JUNYASAITO MASAHARUMATSUOKA SHIGERUNAGAO TATSUJITAKEDA SHIGETSUGUOOTANAKA TATSUSHINAGANO YUICHIDEGUCHI YASUHIRO
    • G01B5/30G01B5/00G01B21/00
    • PROBLEM TO BE SOLVED: To provide an instrumentation managing method for a link-type displacement gauge, with which troubles or failures of one measuring instrument is sensed rapidly and accurately.
      SOLUTION: A plurality of link type displacement gauges 19 are arranged so as to be connected with another at an object to be measured or its close position. The link-type displacement gauge 19 includes a tube body 21 displaceable in response to a changed state of the object to be measured; a displacement-detecting member 23 arranged in the tube body 21 so as to be movable along with the tube body 21; and a measuring means 34, capable of measuring a displacement of the displacement detecting member 23 and outputting the measurement data to an arithmetic unit 45. The instrumentation managing method is used for the link-type displacement gauge in order to measure the changed state of the object to be measured, by using the plurality of link-type displacement gauges 19. When an apparent angle output is generated by one link-type displacement gauge 19, the trouble or the failure of the one link-type displacement gauge 19 is sensed, based on whether apparent angle output is generated by the link-type displacement gauges 19 that are arranged on the both sides of the one link-type displacement gauge 19.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种用于链式位移计的仪表管理方法,快速且准确地感测出一个测量仪器的故障或故障。 解决方案:多个连杆式位移计19布置成在被测量物体或其关闭位置处与另一个连接。 连杆型位移计19包括:管主体21,其可响应待测物体的变化状态而移动; 排列检测构件23,布置在管体21中,以便与管体21一起移动; 以及测量装置34,其能够测量位移检测构件23的位移并将测量数据输出到运算单元45.仪器管理方法用于链式位移计,以便测量位移检测构件23的改变状态 通过使用多个连杆式位移计19来测量对象。当通过一个连杆型位移计19产生视角输出时,感测到一个连杆式位移计19的故障或故障, 基于布置在一个连杆式位移计19的两侧的连杆式位移计量器19是否产生视角输出。(C)2009年,JPO&INPIT
    • 8. 发明专利
    • Measuring device for horizontal moving amount of rail
    • 水平移动量的测量装置
    • JP2008122299A
    • 2008-05-29
    • JP2006308472
    • 2006-11-14
    • Tokyo Keisoku:Kk株式会社東京計測
    • OOTANAKA TATSUSHINAGANO YUICHIDEGUCHI YASUHIRO
    • G01B11/00B61K9/08E01B35/10G01C15/00G01C15/06
    • PROBLEM TO BE SOLVED: To provide a horizontal movement measurement device of a rail that allows not only wide monitoring of the overall construction range, but also intensively watching (measurable) of a trouble, in or near a construction place during construction, without having to stop a train, at all times.
      SOLUTION: The measurement device 10 comprises two imaging devices 11 and 12, capable of collimating area about a target attached to a side surface of a railroad rail via a certain contained angle, and an image processing device 13 for determining a longitudinal moving amount of the target, based on the moving amount from the fixed point of the target image of each image acquired by each imaging device and the arrangement angle of the imaging device. The passing deviation of an existing railroad rail, due to ground variation and other factor that can occur in a tunnel construction, neighboring construction, or the like crossing the under part of the railroad rail can be measured precisely.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供一种轨道的水平移动测量装置,其不仅允许在整个施工范围内的广泛监测,而且在施工期间或施工现场附近或在其附近密切观察(可测量)故障, 而不必随时停下火车。 解决方案:测量装置10包括两个成像装置11和12,它们能够通过一定的夹角使与铁路轨道的侧表面相关的目标的区域准直,以及用于确定纵向运动的图像处理装置13 基于从每个成像装置获取的每个图像的目标图像的固定点的移动量和成像装置的布置角度的目标的量。 可以精确地测量现有铁路轨道的通过偏差,由于地面变化以及可能发生在穿越铁路轨道下部的隧道施工,相邻施工等的其他因素。 版权所有(C)2008,JPO&INPIT
    • 9. 发明专利
    • Measuring device of elastic modulus of concrete
    • 混凝土弹性模量的测量装置
    • JP2011185620A
    • 2011-09-22
    • JP2010048441
    • 2010-03-04
    • Tokyo Keisoku:Kk株式会社東京計測
    • OTANAKA TATSUSHINAGANO YUICHI
    • G01N3/00G01N3/08
    • PROBLEM TO BE SOLVED: To provide a measuring device of an elastic modulus of concrete for introducing the elastic modulus of concrete which is an important element for evaluating the safely and/or design of a concrete structure such as an underground structure.
      SOLUTION: A concrete bearing plate 4 on which a strain meter 5 is installed is formed in a non-stress case 2 which is buried in concrete. A pressure jack 7 for applying a load in a direction withstanding concrete pressure applied to the bearing plate is formed between the bearing plate and a specified face in the case. A load meter 9 for measuring the load of the pressure jack is installed. The measurement of the elastic modulus of concrete can be immediately taken out by operation from the outside of the buried concrete at any time if needed. Thus, the device is composed effectively in view of safety control and quality control.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供用于引入混凝土的弹性模量的混凝土的弹性模量的测量装置,其是评估诸如地下结构的混凝土结构的安全和/或设计的重要因素。 解决方案:在埋设在混凝土中的非应力壳体2上形成安装有应变计5的混凝土支承板4。 在承载板和壳体中的特定面之间形成有用于在施加到承载板上的混凝土压力的方向上施加载荷的压力千斤顶7。 安装用于测量压力千斤顶负载的负载表9。 混凝土的弹性模量的测量可以在任何时间从埋地混凝土的外部通过操作立即取出。 因此,鉴于安全控制和质量控制,该装置有效地组合。 版权所有(C)2011,JPO&INPIT
    • 10. 发明专利
    • Measurement method and measurement device of link type displacement gauge
    • 链式排量计的测量方法和测量装置
    • JP2008082804A
    • 2008-04-10
    • JP2006261896
    • 2006-09-27
    • Tokyo Keisoku:Kk株式会社東京計測
    • OOTANAKA TATSUSHINAGANO YUICHIDEGUCHI YASUHIRO
    • G01B7/00
    • PROBLEM TO BE SOLVED: To provide a novel measurement method of a link type displacement gauge suitable for construction of a tunnel and widening a shield tunnel and rationally and quickly measuring the position of a moving body while adding a link type displacement gauge unit.
      SOLUTION: In the measurement method of the link type displacement gauge, the link type displacement gauge unit 21 is installed, wherein one-end parts of a pair of links 22, 23 with built-in displacement sensors 26, 27 are rotatably coupled in different axial directions each other. A prescribed number of the displacement gauge units 21 are connected and arranged in a measurement region. A signal of each of the displacement sensors 26, 27 is input to a controller 31. The signal is arithmetically processed via the controller 31. The link type displacement gauge unit 21 is mounted on the moving body 9 moving in the measurement region so as to be moved therewith. According to the moving position of the moving body 9, one or the plurality of displacement gauge units 21 are connected between the moving body 9 and a measurement reference position. The moving position of the moving body 9 is calculated on the basis of a displacement sensor signal of the displacement gauge unit 21 and the measurement reference position.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了提供一种适用于隧道施工和加宽盾构通道的连杆式位移计量器的新型测量方法,并且在添加连杆式位移计量器单元的同时,合理且快速地测量移动体的位置 。

      解决方案:在链式位移计的测量方法中,安装连杆式位移计量器单元21,其中具有内置位移传感器26,27的一对连杆22,23的一端部可旋转 在不同的轴向彼此耦合。 规定数量的位移计单元21连接并布置在测量区域中。 每个位移传感器26,27的信号被输入到控制器31.信号经由控制器31进行算术处理。连杆式位移计量器单元21安装在移动体9上,移动体9在测量区域中移动,以便 随之移动。 根据移动体9的移动位置,一个或多个位移计单元21连接在移动体9和测量基准位置之间。 基于位移计单元21的位移传感器信号和测量基准位置来计算移动体9的移动位置。 版权所有(C)2008,JPO&INPIT