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1. 发明专利

JP2001040630A CAISSON MARINE STRUCTURE 失效
公开(公告)号：JP2001040630A
公开(公告)日：2001-02-13
申请号：JP21500199
申请日：1999-07-29
申请人： CHUGOKU ELECTRIC POWER , KAJIMA CORP
发明人： FUJIWARA SHIGENORI , HIRAOKA JUNJI , MATSUKAGE SHIGEO , NOGUCHI MASAYUKI , ODA YASUHIRO , YAMADA KYOHEI , ICHINOSE YASUHIRO , KUNINISHI TATSUYA , TAKIMOTO KUNIHIKO , NISHIJIMA YOSHIHIRO , KONDO HISAO , SHINOHARA NOZOMI , MIYAMOTO HISASHI , INOUE HIROYUKI , NAGATANI TATSUYA
IPC分类号： E02B3/06
摘要： PROBLEM TO BE SOLVED: To obtain sufficient sliding resistance and cut-off performance of a caisson revetment, caisson breakwater, and the like, by providing relatively small caissons. SOLUTION: The caisson revetment is comprised of caissons 1 set on a rear side of the revetment, wave dissipating works 2 set on the sea side, lower concrete 3 on which the caissons 1 are rigidly set, caisson concrete covers 4, and upper works 5. After setting the caissons 1 on the lower concrete 3, shearing key concrete portions 7, 8 which are erected from the lower concrete on the front side (sea side) and the rear side of the caissons 1, respectively, by a predetermined height, and formed of plain concrete or reinforced by reinforcements, etc., are placed together with the lower concrete 3 in one body. The thus placed shearing key concrete portions 7, 8 on the front and rear sides are used as shearing keys of the caissons 1.

2. 发明专利

JP2008107252A Geologic structure evaluation method and device 审中-公开
标题翻译：地质结构评价方法与装置
公开(公告)号：JP2008107252A
公开(公告)日：2008-05-08
申请号：JP2006291798
申请日：2006-10-26
申请人： Chugoku Electric Power Co Inc:The , 中国電力株式会社
发明人： NOGUCHI MASAYUKI , KUROOKA KOHEI , KUNINISHI TATSUYA
IPC分类号： G01V9/00 , E02D1/00
摘要： PROBLEM TO BE SOLVED: To simply determine whether or not an uneven stratification structure is owing to consolidation settlement.
SOLUTION: This geologic structure evaluation method 1 comprises: a step S1 for calculating a boundary-face elevation difference h
B and a stratification-plane elevation difference h
A , respectively; a step S2 for repeating the step S1 a prescribed number of times to collect data 16 on the elevation differences h
B and h
A ; a step S3 for finding the coefficient of correlation of the elevation difference h
B with a difference found by subtracting the elevation difference h
A from the elevation difference h
B based on the data 16 and the gradient of its correlation; a step S4 for finding the rate of change in stratum thickness from the geological age of a sedimentary layer 7; and a step S5 for determining whether or not the uneven stratification structure is owing to consolidation settlement based on whether or not the coefficient of correlation found in the step S3 is more than a prescribed value and the gradient of the correlation is equal to the rate of change in stratum thickness.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：简单地确定不均匀分层结构是否由于固结沉降。解决方案：该地质结构评估方法1包括：用于计算边界面高程差h B 和分层平面高程差h A 的步骤S1，分别; 步骤S2，用于重复步骤S1规定次数以收集数据16关于高程差h B 和h A ; 用于通过从高程差h B减去高程差h A 而发现的差异，找出高程差h B 的相关系数的步骤S3， / SB>基于数据16及其相关性的梯度; 从沉积层7的地质年龄发现层厚变化率的步骤S4; 以及步骤S5，用于基于步骤S3中发现的相关系数是否大于规定值来确定不均匀分层结构是否归因于固结结算，并且相关性的梯度等于层厚度变化。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2014044086A Dynamic test device 有权
标题翻译：动态测试设备
公开(公告)号：JP2014044086A
公开(公告)日：2014-03-13
申请号：JP2012185721
申请日：2012-08-24
申请人： Chugoku Electric Power Co Inc:The , 中国電力株式会社 , Chuden Gijutsu Consultant Kk , 中電技術コンサルタント株式会社
发明人： IWAGOKE KAZUHIRO , KUNINISHI TATSUYA , KONISHI KATSUFUMI , TSUBOTA YUJI , SOGABE ATSUSHI , NAKAJIMA MASANORI , YAMAGUCHI KOJI , YOSHIDA ATSUSHI
IPC分类号： G01N3/34
摘要： PROBLEM TO BE SOLVED: To perform a dynamic test of repeatedly applying a compressive force applied in the vertical direction and a shear force applied in the horizontal direction.SOLUTION: A dynamic test device 1 repeatedly applies a compressive force and shear force to a specimen 2 having a discontinuity surface 21. The dynamic test device 1 includes: an upside shear box 22B in which a part of the specimen above the discontinuity surface 21 is disposed; a vertical hydraulic cylinder 3 capable of alternately applying and removing the vertical compressive force from the upside shear box 22B; vertical load controlling means capable of controlling the vertical hydraulic cylinder 3; a downside shear box 23B in which a part of the specimen under the discontinuity surface 21 is disposed; a horizontal hydraulic cylinder 7 capable of repeatedly applying the shear force to the downside shear box 23B; and shear force controlling means capable of controlling the horizontal hydraulic cylinder 7. When the specimen 2 is dynamically tested, at least one of the vertical hydraulic cylinder 3 and horizontal hydraulic cylinder 7 repeatedly applies the compressive force and shear force to the specimen 2.
摘要翻译：要解决的问题：进行反复施加在垂直方向施加的压缩力和施加在水平方向上的剪切力的动态试验。解决方案：动态试验装置1对试样2重复施加压缩力和剪切力具有不连续表面21.动态测试装置1包括：上侧剪切箱22B，其中设置在不连续表面21上方的部分样本; 能够从上侧剪切箱22B交替地施加和去除垂直压力的垂直液压缸3; 能够控制垂直液压缸3的垂直负载控制装置; 下部剪切箱23B，其中设置在不连续表面21下方的部分试样; 能够向下侧剪切箱23B反复施加剪切力的水平液压缸7; 以及能够控制水平液压缸7的剪切力控制装置。当动态地测试试样2时，垂直液压缸3和水平液压缸7中的至少一个对试样2反复施加压缩力和剪切力。

4. 发明专利

JP2013156023A Inland excavated floating nuclear power generation facility 审中-公开
标题翻译： INLAND EXCAVATED FLOATING NUCLEAR发电设备
公开(公告)号：JP2013156023A
公开(公告)日：2013-08-15
申请号：JP2012014310
申请日：2012-01-26
申请人： Chugoku Electric Power Co Inc:The , 中国電力株式会社
发明人： MATSUKAGE SHIGEO , KUNINISHI TATSUYA , KONISHI KATSUFUMI , TANAKA MASAAKI
IPC分类号： G21C1/00
CPC分类号： Y02E30/40
摘要： PROBLEM TO BE SOLVED: To provide a floating nuclear power generation facility which has high durability even when great tidal waves arrive.SOLUTION: A floating nuclear power generation facility has: a pit 3 formed by excavating the inland ground; a steel floating body 1 which stores main buildings comprising a reactor building, a turbine building, and a radioactive waste treatment building, and is placed in the pit 3; and fresh water WA which is stored in the pit 3 and gives buoyancy to the steel floating body 1.
摘要翻译：要解决的问题：提供即使在大潮汐到达时也具有高耐久性的浮式核发电设施。解决方案：浮式核发电设施有：通过挖掘内陆地形成的坑3; 一个钢浮动体1，其存储包括反应堆建筑物，涡轮机建筑物和放射性废物处理建筑物的主要建筑物，并且被放置在坑3中; 以及存储在坑3中并向钢浮体1提供浮力的淡水WA。

5. 发明专利

JP2008241247A Shear tester for rock-bed discontinuous surface 有权
标题翻译：用于岩石不连续表面的剪切试验机
公开(公告)号：JP2008241247A
公开(公告)日：2008-10-09
申请号：JP2007077603
申请日：2007-03-23
申请人： Chuden Gijutsu Consultant Kk , Chugoku Electric Power Co Inc:The , Sanko Consultant Kk , サンコーコンサルタント株式会社 , 中国電力株式会社 , 中電技術コンサルタント株式会社
发明人： NOGUCHI MASAYUKI , KUROOKA KOHEI , KUNINISHI TATSUYA , YOSHIJI SHINICHI , SOGABE ATSUSHI , SASAKI KATSUJI , YOSHIDA ATSUSHI
IPC分类号： G01N3/24 , G01N3/00 , G01N3/08
摘要： PROBLEM TO BE SOLVED: To provide a shear tester for a rock-bed discontinuous surface with relative displacement prevented from occurring between upper and lower shear boxes while offset load and stress prevented from concentrating at a shear test piece.
SOLUTION: This shear tester includes: a press frame 155 connected to the upper shear box 120a so as to vertically add a downward load to the shear test piece 10; a pair of plate-like members 157 provided so as to face each other with the press frame between to form vertical wall surfaces so as to allow the upper shear box to vertically move while regulating its rotation around a vertical axis; and a horizontal guide means (horizontal linear guide 167) for guiding the lower shear box 120b in a prescribed horizontal direction.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于岩床不连续表面的剪切试验机，防止在上下剪切箱之间发生相对位移，同时防止偏移载荷和应力集中在剪切试件上。解决方案：该剪切测试器包括：连接到上剪切箱120a的按压框架155，以便向剪切试件10垂直地加上向下的载荷; 一对板状构件157，其被设置成以压框在彼此面对之间形成垂直壁面，以便允许上剪切箱在围绕垂直轴线调节其旋转的同时垂直移动; 以及用于在规定水平方向上引导下剪切箱120b的水平引导装置（水平线性引导件167）。版权所有（C）2009，JPO＆INPIT

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