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1. 发明专利

JP2012197559A Tunnel support guiding and building method 有权
标题翻译：隧道支持指导和建筑方法
公开(公告)号：JP2012197559A
公开(公告)日：2012-10-18
申请号：JP2011060729
申请日：2011-03-18
申请人： Kajima Corp , Sooki:Kk , Fuji Bussan Kk , 富士物産株式会社 , 株式会社ソーキ , 鹿島建設株式会社
发明人： SATO MASAAKI , SHIGENAGA AKIHIRO , ITO YUJI , FUKUYA YOSHINORI , HAGIWARA TOMOHISA , TANAKA MASAYOSHI , IMAOKA SHINJI , NOBUHARA KOJI , TOMITA SHOJI , KASHIWA TADANOBU
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a method for smoothly guiding a support to a prescribed position and improving position accuracy of support building-up while improving work efficiency of the support building-up.SOLUTION: A tunnel support guiding and building method is for holding supports 4L and 4R by a holding part of an erector device 1, guiding them to the vicinity of a face 5 of a tunnel and building them. Erector targets E1 and E2 are attached to the holding part of the erector device 1, support targets S1-S4 are attached to upper ends and lower ends of the supports 4L and 4R, positions of the erector targets E1 and E2 are measured, the erector device 1 is controlled on the basis of the positions of the erector targets E1 and E2, and the supports 4L and 4R are guided to the vicinity of the face 5. Then, positions of the support targets S1-S4 are measured, the erector device 1 is controlled on the basis of the positions of the support targets S1-S4 at the upper ends or lower ends of the supports 4L and 4R, and the supports 4L and 4R are guided to design positions and built up.
摘要翻译：要解决的问题：提供一种能够将支撑件平滑地引导到规定位置并提高支撑构造的位置精度的方法，同时提高支撑构件的工作效率。解决方案：隧道支撑引导和建造方法是用一个竖立装置1的固定部分来保持支承件4L和4R，将它们引导到隧道的表面5附近并进行建造。升降器目标E1和E2连接到竖立装置1的保持部分，支撑目标S1-S4连接到支撑件4L和4R的上端和下端，测量对象E1和E2的位置，竖立器装置1根据竖立装置对象E1和E2的位置进行控制，并且将支撑件4L和4R引导到面部5附近。然后，测量支撑对象S1-S4的位置，竖立装置基于支撑件4L和4R的上端或下端的支撑对象S1-S4的位置来控制图1，并且支撑件4L和4R被引导到设计位置并构建。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2012058167A Inner space displacement measurement method and inner space displacement measurement system 有权
标题翻译：内部空间位移测量方法和内部空间位移测量系统
公开(公告)号：JP2012058167A
公开(公告)日：2012-03-22
申请号：JP2010203886
申请日：2010-09-13
申请人： Kajima Corp , Sooki:Kk , 株式会社ソーキ , 鹿島建設株式会社
发明人： KONDO KEIJI , KAMASHIRO TAKASHI , UESUGI YOSIFUMI , YOKOO ATSUSHI , TANAKA MASAYOSHI , NOBUHARA KOJI , YAMAMOTO TOMOHIDE
IPC分类号： G01C7/06 , G01C15/00
摘要： PROBLEM TO BE SOLVED: To provide an inner space displacement measurement method that finds tunnel inner space displacement at countless points, and is improved in measurement precision.SOLUTION: The inner space displacement measurement method includes: attaching a target to a point whose position coordinates are known in a tunnel, and acquiring scan data from a tunnel inner space by a three-dimensional laser scanner (step S201); acquiring an inner space shape line of a tunnel section from the scan data (step S203); putting a spring line based upon tunnel design data and a center line over the inner space shape line (step S204); calculating a base point on the spring line at a predetermined distance from an intersection of the spring line and the center line, and a perpendicular length between a perpendicular to the spring line at the base point and the inner space shape line (step S205); and calculating the inner space displacement from difference in perpendicular length calculated between different timings.
摘要翻译：要解决的问题：提供一种在无数点发现隧道内空间位移的内部空间位移测量方法，并提高测量精度。内部空间位移测量方法包括：将目标附着到隧道中已知位置坐标的点，并通过三维激光扫描仪从隧道内部空间获取扫描数据（步骤S201）; 从扫描数据获取隧道部分的内部空间形状线（步骤S203）; 根据隧道设计数据和内部空间形状线上的中心线设置弹簧线（步骤S204）; 在弹簧线与中心线的交点相距预定距离处的弹簧线上的基点和在基点处的弹簧线垂直于内部空间形状线的垂直长度（步骤S205）; 并计算不同定时之间计算的垂直长度差的内部空间位移。版权所有（C）2012，JPO＆INPIT

3. 发明专利

JP2014098704A Inner space displacement measuring method and inner space displacement measuring system 审中-公开
标题翻译：内部空间位移测量方法和内部空间位移测量系统
公开(公告)号：JP2014098704A
公开(公告)日：2014-05-29
申请号：JP2013259264
申请日：2013-12-16
申请人： Kajima Corp , 鹿島建設株式会社 , Sooki Co Ltd , 株式会社ソーキ
发明人： KONDO KEIJI , KAMASHIRO TAKASHI , UESUGI YOSIFUMI , YOKOO ATSUSHI , TANAKA MASAYOSHI , NOBUHARA KOJI , YAMAMOTO TOMOHIDE
IPC分类号： G01C7/06 , E21D9/14 , G01C15/00
摘要： PROBLEM TO BE SOLVED: To provide an inner space displacement measuring method capable of obtaining an inner space displacement in countless points and improved in measuring accuracy.SOLUTION: An inner space displacement measuring method comprises the steps of: mounting a laser scanner target on three known points of a tunnel inner space; obtaining scanner data of the tunnel inner space including the laser scanner target by a three dimensional laser scanner; calculating coordinates of the three dimensional laser scanner from the three known points by the scanner data; obtaining an inner space shape line of a tunnel cross section surface from the scan data; superposing a spring line and a center line on the inner space shape line based on tunnel design data 25; and inner space displacement calculation for calculating the tunnel inner space displacement by a difference between the scan data obtained by a first timing and the scan data obtained by a second timing different from the first timing.
摘要翻译：要解决的问题：提供一种能够获得无数点内部空间位移并提高测量精度的内部空间位移测量方法。解决方案：内部空间位移测量方法包括以下步骤：将激光扫描仪目标安装在三个已知的隧道内部空间点; 通过三维激光扫描仪获取包括激光扫描仪靶的隧道内空间的扫描器数据; 通过扫描器数据从三个已知点计算三维激光扫描仪的坐标; 从扫描数据获得隧道横截面的内部空间形状线; 基于隧道设计数据25在内部空间形状线上叠加弹簧线和中心线; 以及内部空间位移计算，用于通过由第一定时获得的扫描数据与通过与第一定时不同的第二定时获得的扫描数据之间的差来计算隧道内部空间位移。

4. 发明专利

JP2014172754A Support system of stacking work 有权
标题翻译：堆叠工作支持系统
公开(公告)号：JP2014172754A
公开(公告)日：2014-09-22
申请号：JP2013049883
申请日：2013-03-13
申请人： Toa Harbor Works Co Ltd , 東亜建設工業株式会社 , Sooki Co Ltd , 株式会社ソーキ
发明人： IMAMURA KAZUNORI , MIZUKAWA TATSUYA , SHINAGAWA YASUHIRO , NOBUHARA KOJI , KIYONO DAISUKE , OGAWA KUNITOSHI
IPC分类号： B66C13/22 , B66C13/46
摘要： PROBLEM TO BE SOLVED: To provide a support system of stacking work capable of efficiently executing stacking work of a material so as to fit for a complete shape of its structure, when constructing the structure by stacking the material such as a block and a stone by using a crane.SOLUTION: Position data of a predetermined reference position TP changing by a position of a boom 3 is calculated by an arithmetic operation device 9 based on position data detected by a GPS antenna 7a installed on the boom 3 of a crane 2, and a cross-sectional shape T of a complete shape S of a structure M cut in a plane SL crossing at a preset angle A with a visual field center direction line CL of a CCD camera 8a passing through the reference position TP and also photographing a construction site of the structure M from a side surface, and this calculated cross-sectional shape T is displayed on a monitor 6 provided in a cockpit 4 of the crane 2 in a state of being superposed on image data of a side view of the construction site photographed by the CCD camera 8a.
摘要翻译：要解决的问题：为了提供能够有效地执行材料的堆叠工作以便适合其结构的完整形状的堆叠工作的支撑系统，当通过堆叠诸如块和石头的材料来构造结构时，使用起重机。解决方案：基于由搭载在起重机2的起重臂3上的GPS天线7a检测出的位置数据，由算术运算装置9算出预先设定的基准位置TP的位置数据，改变起重臂3的位置，以及在以预设角度A交叉的平面SL中切割的结构M的完整形状S的横截面形状T与通过参考位置TP的CCD照相机8a的视野中心方向线CL并且还拍摄将该计算出的截面形状T显示在设置在起重机2的驾驶舱4中的监视器6上，其状态被叠加在侧视图的图像数据由CCD摄像机8a拍摄的施工现场。

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