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1. 发明专利

JP2006188854A Method of predicting geological constitution of natural ground 有权
标题翻译：预测天然地质地质构成的方法
公开(公告)号：JP2006188854A
公开(公告)日：2006-07-20
申请号：JP2005000675
申请日：2005-01-05
申请人： Mutsuto Kawahara , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 睦人川原
发明人： KAWAHARA MUTSUTO , TOIKAWA ATSUSHI , KOMINE HIROSHI , IMAOKA HIKOZO , TATE MASATO , TSURUMOTO SHOJI , NOINE KIYOSHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To easily grasp the geological constitution of the natural ground with high accuracy as a part of routine construction management abreast with excavation work without needing a special geophysical exploration measuring apparatus. SOLUTION: An arbitrary number of observation points are set in a peripheral region of an open cut part of the natural ground, and a displacement measured data is acquired from the measured result of displacement of the observation points before and after blasting excavation. In a three-dimensional analytical model reflecting the excavation progress situation, block allocation is performed beforehand based on geological distribution, and under the condition that a ground constant is a constant value in each block region, inverse analysis is performed with the displacement measured data as a given condition to identify the ground constant of the natural ground for every block region. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：无需特殊的地球物理勘探测量仪器，就可以轻松把握自然地质的地质构造，作为日常施工管理的一部分，与开挖作业一致。解决方案：在自然地面的开放部分的周边区域中设置任意数量的观测点，并且从爆破开挖前后的观测点的测量结果中获取位移测量数据。在反映挖掘进度情况的三维分析模型中，根据地质分布预先进行块分配，在每个块区域的地面常数为常数的条件下，以位移测量数据为基础进行逆分析给定条件来识别每个区域的自然地面的地面常数。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2013053456A Overhang-section and balustrade-section structure of concrete dam, and construction method for overhang section and balustrade section 有权
标题翻译：混凝土横截面和横截面结构及其横截面和截面的构造方法
公开(公告)号：JP2013053456A
公开(公告)日：2013-03-21
申请号：JP2011192333
申请日：2011-09-05
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： NOINE KIYOSHI , TASAKA GEN , NAGAMATSU TOSHIHIRO
IPC分类号： E02B7/00
摘要： PROBLEM TO BE SOLVED: To provide an overhang-section and balustrade-section structure of a concrete dam, and a construction method for an overhang section and a balustrade section, which can achieve respective items such as laborsaving, manpower saving, the shortening of a process and a construction period, securement of quality and securement of safety in the installation of the overhang section and the balustrade section in dam construction.SOLUTION: An overhang-section and balustrade-section structure of a concrete dam, and a construction method for an overhang section and a balustrade section are characterized in that the overhang section and the balustrade section disposed in the upper portion of the overhang section comprise an overhang balustrade member formed of precast concrete having an integrated structure, in the overhang-section and balustrade-section structures in the upstream and downstream sections of the crest section of the concrete dam.
摘要翻译：要解决的问题：为了提供混凝土坝的突出部分和栏杆部分结构，以及用于伸出部分和栏杆部分的施工方法，其可以实现劳动节省，人力储存等各项目缩短流程和施工期，确保水坝施工中突出部分和栏杆部分的安装质量和安全性。解决方案：混凝土坝的突出部分和栏杆部分结构以及突出部分和栏杆部分的施工方法的特征在于，伸出部分和栏杆部分设置在悬垂部分的上部剖面包括由具有一体结构的预制混凝土构成的悬臂栏杆构件，位于混凝土坝的顶部的上游和下游段的伸出部分和栏杆部分结构中。版权所有（C）2013，JPO＆INPIT

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