首页> 外国专利> Surveying photography method for dam construction, finished form control chart generation method for dam construction using this, concrete placement amount calculation method, finished form management map generation system, concrete placement amount calculation system, and finished form control chart Generation support program

Surveying photography method for dam construction, finished form control chart generation method for dam construction using this, concrete placement amount calculation method, finished form management map generation system, concrete placement amount calculation system, and finished form control chart Generation support program

机译:大坝施工的测量摄影方法,使用该方法的大坝施工的竣工控制图生成方法,混凝土浇筑量计算方法,竣工管理图生成系统,混凝土浇筑量计算系统以及竣工控制图生成支持程序

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
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黏结面的大坝施工测量照相方法。解决方案:在要拍摄的区域550中设置右岸第一参考点501a和第二参考点501b,包括在使用在上游侧和下游侧安装的模具中安装在与基岩表面相对的位置的两个模具301R和302R的上角,在覆盖基岩表面的表面保护构件的预设钻孔范围内钻孔后的基岩表面堤坝主体的轮廓。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,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。

著录项

  • 公开/公告号JP6771320B2

    专利类型

  • 公开/公告日2020-10-21

    原文格式PDF

  • 申请/专利权人 大成建設株式会社;

    申请/专利号JP20160124748

  • 发明设计人 石井 喬之;江田 正敏;

    申请日2016-06-23

  • 分类号G01C11/06;G06F30/10;G06F30/13;E02B7;

  • 国家 JP

  • 入库时间 2022-08-21 11:34:54

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