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    • 1. 发明专利
    • Address correction golf training device
    • 地址校正高尔夫训练装置
    • JP2013192754A
    • 2013-09-30
    • JP2012063232
    • 2012-03-21
    • Enzan Kobo:Kk株式会社演算工房
    • HAYASHI MINORU
    • A63B69/36
    • PROBLEM TO BE SOLVED: To provide an address correction golf training device for training to naturally assume a correct address relative to a ball.SOLUTION: An address correction golf training device includes: a first laser light emitting device 6 installed to a first rod-like member 2 in a penetration state, capable of moving along a member axial direction, and capable of emitting laser light toward a direction orthogonal to the member axis, wherein one end side of the first rod-like member 2 and one end side of a second rod-like member 3 are openably/closably connected to each other; and a second laser light emitting device 7 installed to the second rod-like member 3 in a penetration state, capable of moving along the member axial direction, and capable of emitting laser light toward a direction orthogonal to the member axis.
    • 要解决的问题:提供用于训练的地址校正高尔夫训练装置,以自然地相对于球自然地假定正确的地址。解决方案:地址校正高尔夫训练装置包括:第一激光发射装置6,安装到第一杆状 构件2处于穿透状态,能够沿着构件轴向方向移动,并且能够朝向与构件轴线正交的方向发射激光,其中,第一杆状构件2的一端侧和第二杆状构件的一端侧 棒状构件3彼此可开/关地连接; 以及第二激光发射装置7,其以穿透状态安装到第二棒状构件3,能够沿着构件轴向方向移动,并且能够朝向与构件轴线正交的方向发射激光。
    • 2. 发明专利
    • Drilling positioning control method for rock drill loaded truck, and boom moving control method for tunnel constructing machine
    • 用于岩石钻机的钻井定位控制方法加载卡车,以及用于隧道结构机械的移动控制方法
    • JP2009046912A
    • 2009-03-05
    • JP2007214986
    • 2007-08-21
    • Enzan Kobo:Kk株式会社演算工房
    • TAKAYA HIDENAGASHIRASAKA NORIHIKO
    • E21B7/02E21B44/00
    • PROBLEM TO BE SOLVED: To impart an extremely easy drilling positioning control mechanism to an existing rock drill loaded truck having no servo mechanism without the need for large-scale reform.
      SOLUTION: Before drilling, the coordinate and attitude condition of the rock drill loaded truck is measured. Thus, the installation coordinates and directions of cameras 9A, 9B are known, camera images picked up for a working face are displayed on a monitor 2, working drill points P, P are marked on the monitor 2 through signals from a computer 3, and rear end positions K, K of a guide shell 12 are marked corresponding to the drilling attitude. A drilling bit 13a of a rock drill 13 is set corresponding to the marked working drill point P and the guide shell 12 is controlled to be moved so that the rear end of the guide shell 12 corresponds to the marked point of the guide shell rear end position K.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:为不需要大规模改造的现有的没有伺服机构的凿岩装载车辆提供极其简单的钻井定位控制机构。

      解决方案:钻井前,测量凿岩机卡车的坐标和姿态。 因此,摄像机9A,9B的安装坐标和方向是已知的,摄像机用于工作面的摄像机图像被显示在监视器2上,工作钻孔点P,P通过来自计算机3的信号被标记在监视器2上, 引导壳12的后端位置K,K对应于钻孔姿态被标记。 凿岩机13的钻头13a对应于标示的加工钻孔点P设置,并且引导壳体12被控制为移动,使得引导壳体12的后端对应于引导壳后端的标记点 位置K.版权所有(C)2009,JPO&INPIT

    • 3. 发明专利
    • Three-dimensional displacement measurement method
    • 三维位移测量方法
    • JP2007170820A
    • 2007-07-05
    • JP2005364239
    • 2005-12-19
    • Enzan Kobo:Kk株式会社演算工房
    • NAMURA HITOSHISHIRASAKA NORIHIKOTAKAYA HIDENAGA
    • G01C15/00G01C7/02
    • PROBLEM TO BE SOLVED: To provide a method of measuring displacements of many measurement points, simply and in a labor-saving manner, by acquiring three-dimensional point group data by measurement before and after the displacements.
      SOLUTION: The measurement is performed before and after the displacement which comprises a first step of acquiring the three-dimensional point group data, a second step of defining a displacement measurement surface 3 as a measured object and defining a three-dimensional measurement reference coordinate system A' on the displacement measurement surface 3, a third step of defining a directional vector ν, whose displacement is intended to be measured, setting a three-dimensional displacement measurement coordinate system A" so that Z' axis of the three-dimensional measurement reference coordinate system A' matches with the directional vector, and converting the three-dimensional point group data into the three-dimensional displacement measurement coordinate system A"; and a fourth step of setting a mesh on the X"-Y" plane in the three-dimensional displacement measurement reference coordinate system A" and calculating the average value of the Z" coordinates interspersed in section by each mesh. The difference between the Z" coordinate average values before and after the displacement is set as the displacement amount.
      COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:通过在位移之前和之后通过测量获取三维点组数据,以简单且省人的方式提供测量许多测量点的位移的方法。 解决方案:在位移之前和之后进行测量,其包括获取三维点组数据的第一步骤,将位移测量表面3定义为测量对象并定义三维测量点的第二步骤 位移测量表面3上的参考坐标系A',定义要测量位移的方向矢量ν的第三步骤,设置三维位移测量坐标系A“,使得三维位移测量坐标系” 尺寸测量参考坐标系A'与方向矢量匹配,并将三维点组数据转换为三维位移测量坐标系A“; 以及在三维位移测量参考坐标系A“中在X”-Y“平面上设置网格的第四步骤,并且通过每个网格计算散布在剖面中的Z”坐标的平均值。 将位移前后的Z“坐标平均值之间的差设为位移量。(C)2007,JPO&INPIT
    • 4. 发明专利
    • Boom positioning control method for construction machinery
    • 建筑机械BOOM定位控制方法
    • JP2006057439A
    • 2006-03-02
    • JP2005091560
    • 2005-03-28
    • Enzan Kobo:Kk株式会社演算工房
    • NAMURA HITOSHITAKAYA HIDENAGA
    • E21B7/02
    • PROBLEM TO BE SOLVED: To impart a positioning control function to an exiting construction machinery with no servo function of operating a boom.
      SOLUTION: In this drilling positioning control method for a drill jumbo 1 wherein the guide shell 12 equipped with a rock drill 13 is supported on the travelable truck 14 via an articulated boom 11, light-emitting diodes 8A
      1 and 8B
      1 are provided in at least two places on the guide shell 12, and imaging devices 9A and 9B are each provided in at least two placed on the drill jumbo 1. Before drilling, in a state wherein the coordinate and attitude of the drill jumbo 1 and respective installation coordinates of the imaging devices 9A and 9B are known, the coordinates of the light-emitting diodes 8A
      1 and 8B
      1 , which are displayed on images G1 and G2 of the imaging devices 9A and 9B, are obtained by three-dimensional image processing. Thus, the position and direction of the guide shell 12 are measured, and the rock drill 13 is moved to a prescribed drilling position.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:向没有操纵吊杆的伺服功能的现有施工机械赋予定位控制功能。 解决方案:在这种用于钻巨头1的钻孔定位控制方法中,其中装备有凿岩机13的导向壳12经由铰接臂11支撑在可行驶车14上,发光二极管8A < / SB>和8B 1 设置在导向壳12上的至少两个位置,并且成像装置9A和9B分别设置在至少两个放置在钻巨头1上。在钻孔之前, 发光二极管8A&lt; SB&gt;和&lt; SB&gt;&lt; SB&gt;&lt; 1&gt;和&lt; S&gt;的坐标的状态,其中钻头巨型1的坐标​​和姿态以及成像装置9A和9B的各个安装坐标是已知的, 通过三维图像处理获得显示在成像装置9A和9B的图像G1和G2上的/ SB。 因此,测量导向壳12的位置和方向,并且将凿岩机13移动到规定的钻孔位置。 版权所有(C)2006,JPO&NCIPI
    • 5. 发明专利
    • Power generating system utilizing sump water in tunnel construction
    • 发电系统在隧道施工中应用循环水
    • JP2013023973A
    • 2013-02-04
    • JP2011161881
    • 2011-07-25
    • Enzan Kobo:Kk株式会社演算工房
    • HAYASHI MINORU
    • E21F17/06E21D9/00
    • PROBLEM TO BE SOLVED: To achieve improvement of energy efficiency and power saving by utilizing pit sump water particular to tunnel construction to generate electric power and supplying the electric power as part of the power for the tunnel construction.SOLUTION: A power generating system utilizing sump water include a hydraulic power generation device 10 which generates electric power by utilizing sump water appearing in a pit during construction of a mountain tunnel, and supplies the generated power as part of the power for the tunnel construction. In this case, a turbid water treatment system 2 for clarifying pit sump water recovered during the tunnel construction is provided, and the hydraulic power generation device 10 is installed in such a manner that power generation is performed by utilizing a head drop when the water clarified by the turbid water treatment system 2 is discharged to a river.
    • 要解决的问题:通过利用特定于隧道施工的坑底池水来产生电力并且将电力作为用于隧道施工的电力的一部分来实现能量效率和节电的提高。 解决方案:利用集水槽的发电系统包括:液压发电装置10,其通过在施工山隧道期间利用出现在坑中的池底水产生电力,并将所产生的电力作为电力的一部分提供给 隧道施工。 在这种情况下,设置用于澄清在隧道施工期间回收的坑底池水的混浊水处理系统2,并且水力发电装置10以这样的方式安装,即当水澄清时利用头滴进行发电 由混浊水处理系统2排放到河流。 版权所有(C)2013,JPO&INPIT
    • 6. 发明专利
    • Quality management method of concrete structure
    • 混凝土结构质量管理方法
    • JP2010196316A
    • 2010-09-09
    • JP2009040891
    • 2009-02-24
    • Enzan Kobo:Kk株式会社演算工房
    • HAYASHI MINORUTAKAYA HIDENAGAKUDO TOSHIYUKI
    • E04G21/00G06K7/00
    • PROBLEM TO BE SOLVED: To easily acquire concrete management information in maintenance and management of a concrete structure.
      SOLUTION: With respect to each section of a concrete structure 1 divided according to the placing lot, concrete management information is acquired from a concrete placing field and a concrete shipping plate, and input to a management computer 2. Information for identifying the concrete management information recorded in the computer 2 for each section is encoded to a two-dimensional code 3, and printed by a two-dimensional code output device 4, and the two-dimensional code 3 is attached to the surface of the concrete structure 1 for each section. In the subsequent concrete management, the identification information read by a two-dimensional code reader 5 is transferred to the computer 2, whereby the concrete management information of the concrete structure 1 is displayed for each section.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:在混凝土结构的维护和管理中轻松获取具体的管理信息。 解决方案:对于根据配置批次划分的混凝土结构1的每个部分,从混凝土浇筑区域和混凝土运输板块获取混凝土管理信息,并将其输入到管理计算机2中。 记录在计算机2中的每个部分的具体管理信息被编码为二维码3,并由二维码输出装置4打印,并且二维码3附着到混凝土结构1的表面 为每个部分。 在随后的具体管理中,将由二维码读取器5读取的识别信息传送到计算机2,由此针对每个部分显示具体结构1的具体管理信息。 版权所有(C)2010,JPO&INPIT
    • 7. 发明专利
    • Method for measuring cycle time in tunnel construction
    • 隧道施工循环时间测量方法
    • JP2010196315A
    • 2010-09-09
    • JP2009040883
    • 2009-02-24
    • Enzan Kobo:Kk株式会社演算工房
    • HAYASHI MINORUKAI KATSUYUKIIMAI AKIRAASANO MASARU
    • E21D9/00
    • PROBLEM TO BE SOLVED: To accurately and automatically acquire a cycle time in tunnel excavation. SOLUTION: A radio communication network 1 is constructed from a large number of radio node groups 2, 3... which are arranged in a scattered state in a tunnel and which can wirelessly communicate with one another on condition that they are positioned within a radio-wave communicable distance; a computer 7 for management, which can communicate with the radio node 2, is installed; and each of heavy machines 10-17 for tunnel construction is provided with a mobile radio terminal 4 which can wirelessly intercommunicate with the radio node 3, in the communication zone of the radio node groups 2, 3.... The type of the heavy machine for tunnel construction, which is positioned in front of a cutting face, is detected from self-ID information of the mobile radio terminal 4; and construction specifications are identified from the type and arrangement pattern of the heavy machine for tunnel construction, which is positioned in front of the cutting face of the tunnel. Thus, the cycle time is automatically acquired. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:准确自动获取隧道掘进中的循环时间。 解决方案:无线电通信网络1由大量的无线电节点组2,3 ...构成,它们在隧道中以分散状态布置,并且可以在它们被定位的条件下彼此无线地相互通信 在无线电波传播距离内​​; 安装可与无线节点2通信的用于管理的计算机7; 并且每个用于隧道构造的重机10-17都设置有移动无线终端4,其可在无线节点组2,3的通信区中与无线节点3无线地通信。重型 根据移动无线终端4的自身ID信息检测位于切割面前方的隧道施工机构; 根据隧道施工重型机械的类型和布置方式,确定了施工规范,该设计位于隧道切割面前方。 因此,自动获取循环时间。 版权所有(C)2010,JPO&INPIT
    • 8. 发明专利
    • Method for surveying position coordinate
    • 调查位置坐标的方法
    • JP2009097985A
    • 2009-05-07
    • JP2007269685
    • 2007-10-17
    • Enzan Kobo:Kk株式会社演算工房
    • HAYASHI MINORUKISHIMOTO TERUAKIFUJITA YUJITAKAYA HIDENAGASUGITA NAOKI
    • G01C15/00
    • PROBLEM TO BE SOLVED: To stabilize and improve surveying accuracy by eliminating surveying error accumulation as well as dispersing errors.
      SOLUTION: A method for surveying a position coordinate comprises a first step for surveying local coordinates of three reference points whose global coordinates are known beforehand by a surveying instrument 1 installed at any angle and any point, a second step for determining a rotational matrix and a translation vector used as coordinate conversion parameters based on a geometric relationship between the local coordinates and the global coordinates, a third step for determining by a least square method a corrected rotation matrix and a corrected translation vector which minimize a total sum of errors between coordinates obtained by converting the local coordinates of the reference points into global coordinates and the global coordinates of the reference points using the rotation matrix and the translation vector, and a fourth step for surveying a local coordinate of a surveying point by the surveying instrument and determining a global coordinate of the surveying point by converting the local coordinate into the global coordinate using the corrected rotation matrix and the corrected translation vector.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:通过消除测量误差积累以及分散误差来稳定和提高测量精度。 解决方案:用于测量位置坐标的方法包括用于测量三个参考点的局部坐标的第一步骤,其全局坐标由安装在任何角度和任何点处的测量仪器1预先知道,第二步骤用于确定旋转 矩阵和用作基于局部坐标和全局坐标之间的几何关系的坐标转换参数的平移向量,第三步骤,通过最小二乘法确定经校正的旋转矩阵和校正的平移向量,其使误差的总和最小化 在通过使用旋转矩阵和平移矢量将参考点的局部坐标转换为全局坐标和参考点的全局坐标获得的坐标之间,以及用于通过测量仪器测量测量点的局部坐标的第四步骤,以及 通过转换确定测量点的全局坐标 使用校正的旋转矩阵和校正的平移向量将局部坐标转换成全局坐标。 版权所有(C)2009,JPO&INPIT
    • 9. 发明专利
    • Drilling positioning control method for rock drill-equipped truck, and boom positioning control method for construction machinery
    • 用于岩石钻机的钻井定位控制方法及建筑机械的定位控制方法
    • JP2008025163A
    • 2008-02-07
    • JP2006197569
    • 2006-07-20
    • Enzan Kobo:Kk株式会社演算工房
    • NAMURA HITOSHITAKAYA HIDENAGA
    • E21B7/02E21B44/00
    • PROBLEM TO BE SOLVED: To impart a drilling positioning control function to an existing rock drill-equipped truck.
      SOLUTION: A three-dimensional scanner 9 is installed in a drill jumbo 1; a computer 2 is installed; data on the shapes and dimensions of a rock drill 13 and/or a guide shell 12 are preregistered in the computer 2; three-dimensional point group data are acquired by the three-dimensional scanner 9; a three-dimensional model is generated by the computer 2; pattern matching is performed between the three-dimensional model, and the data on the shapes and dimensions of the rock drill 13 and/or the guide shell 12, preregistered in the computer 2; the rock drill 13 and/or the guide shell 12 are/is identified; and the positions and directions of the rock drill 13 and/or the guide shell 12 are grasped. Additionally, in the presence of a loss of the three-dimensional point group data in terms of rock drill 13 and/or the guide shell 12, a lost part of the data is complemented on the basis of the preregistered data on the shapes and dimensions of the rock drill 13 and/or the guide shell 12.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为现有的凿岩装备的卡车提供钻孔定位控制功能。

      解决方案:三维扫描器9安装在钻头巨型1中; 安装了计算机2; 关于凿岩机13和/或导向壳12的形状和尺寸的数据预先登记在计算机2中; 三维点组数据由三维扫描仪9获取; 由计算机2生成三维模型; 在三维模型和预先登记在计算机2中的凿岩机13和/或导向壳12的形状和尺寸的数据之间执行模式匹配; 凿岩机13和/或引导壳12被识别; 并且掌握凿岩机13和/或引导壳体12的位置和方向。 另外,在由凿岩机13和/或引导壳体12导致的三维点组数据丢失的情况下,数据的丢失部分基于形状和尺寸上的预注册数据来补充 凿岩机13和/或引导壳12。版权所有(C)2008,JPO&INPIT

    • 10. 发明专利
    • Display method of tunnel hollow section measurement result and its program
    • 隧道中段测量结果及其程序的显示方法
    • JP2003329442A
    • 2003-11-19
    • JP2002133467
    • 2002-05-09
    • Enzan Kobo:Kk株式会社演算工房
    • TSUJI MUNEKATSU
    • E21D9/00G01C7/06G01D7/00G01D21/00
    • PROBLEM TO BE SOLVED: To reduce the cost for the execution of work and to improve the efficiency in the execution of work by two-dimensionally grasping the position and amount of outbreak and contact, and quickly reflecting the tendency of the contact and the outbreak on the execution of work.
      SOLUTION: A result of the hollow section measurement before the execution, performed by an electro-optical distance meter 5 is displayed by a development, the amount of asperity on the basis of the design section is displayed by contour lines, and a range of each contour line is distinguished from others by using different colors, to display the amount of contact, the amount of outbreak, and the distinction of the contact and the outbreak in the hollow section.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:为了降低工作成本,通过二维抓住爆发和接触的位置和数量来提高工作执行效率,并快速反映接触的倾向, 爆发了工作的执行。 解决方案:通过显影来显示由电光测距仪5执行的执行前的中空部分测量的结果,基于设计部分的粗糙度的量由轮廓线显示,并且 通过使用不同的颜色来区分各轮廓线的范围,以显示接触量,爆发量以及中空部分中的接触和爆发的区别。 版权所有(C)2004,JPO