首页> 外国专利> DAM CONSTRUCTION SURVEY PHOTOGRAPHING METHOD, DAM CONSTRUCTION FINISHED SHAPE MANAGEMENT DRAWING GENERATION METHOD USING THE SAME, CONCRETE INSTALLATION AMOUNT CALCULATION METHOD, FINISHED SHAPE MANAGEMENT DRAWING GENERATION SYSTEM, CONCRETE INSTALLATION AMOUNT CALCULATION SYSTEM, AND FINISHED SHAPE MANAGEMENT DRAWING GENERATION ASSISTANCE PROGRAM

DAM CONSTRUCTION SURVEY PHOTOGRAPHING METHOD, DAM CONSTRUCTION FINISHED SHAPE MANAGEMENT DRAWING GENERATION METHOD USING THE SAME, CONCRETE INSTALLATION AMOUNT CALCULATION METHOD, FINISHED SHAPE MANAGEMENT DRAWING GENERATION SYSTEM, CONCRETE INSTALLATION AMOUNT CALCULATION SYSTEM, AND FINISHED SHAPE MANAGEMENT DRAWING GENERATION ASSISTANCE PROGRAM

机译:DAM施工调查摄影方法,使用相同的DAM施工完成的形状管理绘图生成方法,混凝土安装量计算方法,最终的形状管理绘图生成系统,混凝土安装量计算系统以及完成的形状管理绘图

摘要

PROBLEM TO BE SOLVED: To provide a dam construction survey photographing method suitable for highly accurately photographing and surveying a rock adhesive surface at low cost.;SOLUTION: Right bank first and second reference points 501a and 501b are set in a region 550 to be photographed including a bedrock surface after drilling in a preset drilling range of a surface protection member that covers the bedrock surface by using the upper corners of two molds 301R and 302R installed at positions opposed to the bedrock surface among molds installed on the upstream side and the downstream side of a dam bank body. In addition, a third reference point 501c is set at a roughly intermediate point between the reference points 501a and 501b and at a prescribed height position on the bedrock surface. A plurality of images of the region 550 to be photographed after the setting of the reference points are photographed by a digital camera DC from a plurality of different photographing positions on the ground or the existing part of the dam bank body, the plurality of images taken from each of the photographing positions, so that parts of the photographing region can overlap among the plurality of adjacent photographed images at photographing positions.;SELECTED DRAWING: Figure 6;COPYRIGHT: (C)2018,JPO&INPIT
机译:解决的问题:提供一种适合于低成本,高精度地拍摄和测量岩石胶粘剂表面的大坝施工测量照相方法。解决方案:右岸第一和第二参考点501a和501b设置在要拍摄的区域550中包括在钻进后的基岩表面中的表面保护构件的预设钻孔范围,该表面保护构件通过使用两个模具301R和302R的上角覆盖在基岩表面上,该模具安装在上游侧和下游侧模具中与基岩表面相对的位置坝体的一侧。另外,第三基准点501c设置在基准点501a和501b之间的大致中间点处,并且位于基岩表面上的预定高度位置处。在参考点的设置之后,要被拍摄的区域550的多个图像由数字照相机DC从地面或坝坝体的现有部分上的多个不同的拍摄位置拍摄,所拍摄的多个图像从每个拍摄位置开始拍摄,以便拍摄区域的部分可以在拍摄位置处的多个相邻拍摄图像之间重叠。;选定的绘图:图6;版权:(C)2018,JPO&INPIT

著录项

  • 公开/公告号JP2017227565A

    专利类型

  • 公开/公告日2017-12-28

    原文格式PDF

  • 申请/专利权人 TAISEI CORP;

    申请/专利号JP20160124748

  • 发明设计人 ISHII TAKAYUKI;EDA MASATOSHI;

    申请日2016-06-23

  • 分类号G01C11/06;G06F17/50;E02B7;

  • 国家 JP

  • 入库时间 2022-08-21 13:09:37

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