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1. 发明专利

JP2013108333A Strength estimation program, strength estimation device and strength estimation method 有权
标题翻译：强度估计方法，强度估计装置和强度估计方法
公开(公告)号：JP2013108333A
公开(公告)日：2013-06-06
申请号：JP2011256450
申请日：2011-11-24
申请人： Kajima Corp , 鹿島建設株式会社
发明人： MORIKAWA SEIJI , NAMIKAWA TADASHI , TAKAHASHI YUJI , TANAKA KOICHI , SAKANASHI TOSHIO , MITSUNARI KOICHI
IPC分类号： E02D3/12
摘要： PROBLEM TO BE SOLVED: To provide a strength estimation program, a strength estimation device and a strength estimation method which enable strength of a soil improvement body to be rationally estimated.SOLUTION: A strength estimation device 1 comprises: a test piece strength input section 5 which acquires test piece strength information on a plurality of test pieces 105 sampled from a soil improvement body 100; a strength correlation length acquisition section 7 which acquires strength correlation length information on the soil improvement body 100; unimproved rate input section 9 which acquires a volume percentage of an unimproved portion in the soil improvement body 100 as unimproved rate information; an unimproved portion size input section 11 which acquires a size of the unimproved portion as unimproved portion size information; a model generation section 15 which generates a plurality of three-dimensional models 100M of the soil improvement body 100 made up of a plurality of three-dimensionally split elements 101 on the basis of each acquired information; and a mode strength calculation section 17 which calculates uniaxial compressive strength for each of the generated three-dimensional models 100M.
摘要翻译：要解决的问题：提供能够合理估计土壤改善体的强度的强度估计程序，强度估计装置和强度估计方法。解决方案：强度估计装置1包括：测试片强度输入部5，其获取从土壤改良体100取样的多个试验片105的试验片强度信息; 强度相关长度获取部7，其获取关于土壤改良体100的强度相关长度信息; 未改进的速率输入部分9，其获取土壤改良体100中未改进部分的体积百分比作为未改进的速率信息; 未改进部分尺寸输入部分11，其将未改进部分的尺寸获取为未改进的部分尺寸信息; 基于每个获取的信息，生成由多个三维分割元件101构成的土壤改良体100的多个三维模型100M的模型生成部15; 以及对于所生成的三维模型100M计算单轴抗压强度的模量强度计算部17。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2011163017A Device, gear and method for determining soundness of tunnel 审中-公开
标题翻译：用于确定隧道声音的装置，齿轮和方法
公开(公告)号：JP2011163017A
公开(公告)日：2011-08-25
申请号：JP2010027548
申请日：2010-02-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOKOO ATSUSHI , TAMAMURA KOUJI , UNEDA ATSUSHI , MORIKAWA SEIJI , NAMIKAWA TADASHI , FUJIWARA KOICHI
IPC分类号： E21D9/00 , E21D9/14
摘要： PROBLEM TO BE SOLVED: To provide a device etc. for determining soundness of a tunnel, by which the soundness can be determined quickly based on highly accurate convergence displacement.
SOLUTION: The device 10 for determining the soundness of the tunnel performs multiple regression analysis on a relational expression indicating the relation between an observed value, which is a measured value of the displacement of an inner peripheral surface of the tunnel 1 at a measurement position 5, and a convergence value of the displacement of the inner peripheral surface of the tunnel 1 by using the observed value. The device is provided with a convergence displacement prediction means 31 calculating the convergence value of the displacement of the inner peripheral surface of the tunnel 1, and an index value calculating means 33 calculating the index value on the soundness of the tunnel 1 by using the conversion value of the displacement of the inner peripheral surface of the tunnel 1, a geological condition value and a structure condition value.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于确定隧道的健全性的装置等，由此可以基于高精度的收敛位移来快速地确定健全性。解决方案：用于确定隧道的健全性的装置10对关系式进行多重回归分析，该关系表达式表示作为隧道1的内周面的位移的测量值的观测值之间的关系，测量位置5，以及通过使用观测值的隧道1的内周面的位移的收敛值。设备具有计算隧道1的内周面的位移的收敛值的会聚偏移预测单元31，以及通过使用转换计算隧道1的健全性的指标值的指标值计算单元33 隧道1的内周面的位移值，地质条件值和结构条件值。版权所有（C）2011，JPO＆INPIT

3. 发明专利

JPH04289310A WAVE DISSIPATION STRUCTURE 失效
公开(公告)号：JPH04289310A
公开(公告)日：1992-10-14
申请号：JP5188991
申请日：1991-03-18
申请人： KAJIMA CORP
发明人： FUJITA RYOICHI , UEDA MASAAKI , NAGATOMI MASASHI , SANO SHINOBU , HIEI YUKIO , NAMIKAWA TADASHI , YOSHIHARA HIROMI
IPC分类号： E02B3/06
摘要： PURPOSE:To enhance the wave dissipation characteristics by installing a step- type submerged flat plates so that the depth of plate is greater on the offshore side than on the shore side. CONSTITUTION:Submerged flat plates 1-1, 1-2, 1-3 with a width of B1, B2, B3 are formed. These submerged flat plates are installed in sea in a step form so that a virtual average gradient alpha indicated by a line connecting the center of gravity of each submerged flat plate is 0 deg. to 12 deg., and the depth of submerged flat plate is in the descending order of d1>d2>d3 from the offing to the shore.

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