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1. 发明专利

JP2013053871A Quality evaluation method and quality evaluation device 审中-公开
标题翻译：质量评估方法和质量评估装置
公开(公告)号：JP2013053871A
公开(公告)日：2013-03-21
申请号：JP2011190847
申请日：2011-09-01
申请人： Kajima Corp , 鹿島建設株式会社 , Central Giken:Kk , 株式会社セントラル技研
发明人： FUJISAKI KATSUTOSHI , YOSHIDA TERU , KAWANO KENICHI , KOIZUMI YU , ONODA KAZUYA , IKEJIRI TAKESHI
IPC分类号： G01N3/00 , G01N3/30 , G01N29/12
摘要： PROBLEM TO BE SOLVED: To provide a quality evaluation method and a quality evaluation device, capable of facilitating the quality evaluation of an underwater base rock or rock.SOLUTION: A quality evaluation method for evaluating the quality of an underwater base rock R that comes from nature includes: an acceleration data acquisition process for allowing a hitting surface 11d of a hammer 11 having an acceleration sensor 11b and the spherical hitting surface 11d to collide with the base rock R existing on the sea bottom to acquire acceleration data to be obtained with the acceleration sensor 11b; a deformation characteristic calculation process for allowing a computer 23 to calculate the deformation characteristics of the base rock R by using the elastic contact theory of Hertz on the basis of the acceleration data; and a quality determination process for allowing the computer 23 to determine the quality of the base rock R on the basis of the deformation characteristics acquired in the deformation characteristic calculation process.
摘要翻译：要解决的问题：提供能够促进水下基础岩石或岩石的质量评价的质量评价方法和质量评价装置。解决方案：用于评估自然界的水下基础岩石R的质量的质量评估方法包括：加速度数据获取处理，用于允许具有加速度传感器11b的锤11的击球面11d和球形击球面 11d与存在于海底的基岩R碰撞以获得用加速度传感器11b获得的加速度数据; 变形特性计算处理，用于使计算机23基于加速度数据使用赫兹的弹性接触理论来计算基础岩石R的变形特性; 以及质量确定处理，用于允许计算机23基于在变形特性计算处理中获取的变形特性来确定基础岩石R的质量。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JPH04209298A 失效
公开(公告)号：JPH04209298A
公开(公告)日：1992-07-30
申请号：JP40019090
申请日：1990-12-03
申请人： KAJIMA CORP
发明人： ONODA KAZUYA , SASAKI YUKINOBU , YOSHIMURA MUNEO
IPC分类号： E21D11/40
摘要： PURPOSE:To improve a supporting condition, by forming a holding metal block provided in a segment and a supporting part with the holding body supporting the metal block to be a spherical seat. CONSTITUTION:A straight slit 26 is provided at the top of a cup-shaped holding metal block 20 buried in a segment (S) and a spherical face is formed on the inner face 25b. Next, a friction pad 3 with the same form as the inner face of the segment (S) and freely reciprocal and rotatable jack 4 are provided in the bracket 2 of a holder 1. Next, a holding pin 10 shaped as a spherical face at the shoulder 14 of a flat plate 12 is provided and connected to the jack 4 to cover the outer cylinder 5. And when holding the segment (S), after the flat plate 12 of the pin 10 is inserted in the slit 26 and turned 90 deg. The jack 4 is tightened to fit respective spherical faces and to press the segment (S) on the pad 3 to support them. In this way, even when the held matter is inserted slantwise, it can be automatically self-aligned and also the device is made compact.

3. 发明专利

JP2010248745A Method for constructing underwater structure 有权
标题翻译：构造水下结构的方法
公开(公告)号：JP2010248745A
公开(公告)日：2010-11-04
申请号：JP2009097628
申请日：2009-04-14
申请人： Kajima Corp , 鹿島建設株式会社
发明人： IWAMURA HIDEYO , HATA TERUMICHI , IKETANI TAKESHI , NAGASHIMA SATOSHI , ONODA KAZUYA
IPC分类号： E02B9/04 , E02B3/06
CPC分类号： Y02E10/22
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing an underwater structure capable of being installed even on the uneven bottom of the water, without forming a gap between the underwater structure and the bottom of the water, in the installation of the underwater structure such as an intake pool for atomic power generation.
SOLUTION: The intake pool 1 is formed, for example, of a submerged dyke 7 which is installed in such a manner as to surround an intake 3 provided in an atomic power plant 2. The submerged dyke 7 is the underwater structure which is installed in a position lower than a sea level 5. The intake pool 1 has to supply marine water in the intake pool 1 to the intake 3 without the outflow of the marine water in the intake pool 1, even when the sea level 5 becomes lower than an upper end of the submerged dyke 7. Thus, a water shut-off portion 11 for preventing the outflow of the marine water to the outside of the intake pool 1 is provided in the lower portion of the submerged dyke 7. More specifically, the water shut-off portion 11 is used to prevent the outflow of the marine water to the outside of the intake pool 1 by filling a gap between the submerged dyke 7 and the bottom of the sea.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种即使在水的不平坦底部上安装的水下结构的构造方法，也不形成水下结构和水底之间的间隙，在安装水下结构如原子能发电摄入池。
解决方案：进气池1例如形成为以围绕设置在原子发电厂2中的进气口3的方式安装的浸没堤坝7.浸没堤坝7是水下结构，安装在低于海平面5的位置。进气池1必须在进气池1中将进水池1中的海水提供给进气口3，而不会在进气池1内的海水流出，即使当海平面5成为低于浸没堤坝7的上端。因此，在淹没堤坝7的下部设置有用于防止海水流入进气池1外部的水分关闭部分11。通过填充浸没的堤坝7和海底之间的间隙，水切断部分11用于防止海水流入进气池1的外部。版权所有（C）2011，JPO＆INPIT

4. 发明专利

JP2001164518A METHOD AND DEVICE FOR ADJUSTING SHEAR DEFORMATION OF RUBBER BEARING BODY 失效
公开(公告)号：JP2001164518A
公开(公告)日：2001-06-19
申请号：JP35307399
申请日：1999-12-13
申请人： KAJIMA CORP
发明人： ONODA KAZUYA , IKEDA TAKASHI , ITO KANAMITSU , KAWAHARA YOSHIHIRO , ICHINOMIYA TOSHIMICHI , YAMAGISHI TAKASHI , YAMAMOTO TORU
IPC分类号： E01D19/04 , E01D101/00
摘要： PROBLEM TO BE SOLVED: To solve a trouble in which a projecting section for taking a reaction in a base plate must be formed, the number of reaction transmission bars is not sufficient in the case of the large reaction because jigs moving a lower metal plate are installed only on both sides of rubber bearing and the fixing section of a reaction supporting section is difficult to fit when there is the angle of a skew in a pier as a lower structure in a method of correcting the shear deformation of conventional rubber bearing. SOLUTION: Shear deformation generated in the rubber bearing body is corrected by taking a large jack reaction in a compact structure by adopting a method in which a lower shoe (a lower plate) is pulled by using the jigs taking the reaction in a sole plate and the base plate.

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