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1. 发明专利

JP2004244995A Stone recycling system, stone recycling method and stone recycling program 有权
公开(公告)号：JP2004244995A
公开(公告)日：2004-09-02
申请号：JP2003038474
申请日：2003-02-17
申请人： Kajima Corp , 鹿島建設株式会社
发明人： TABEI KAZUTO , MORIKAWA SEIJI , ISHIKAWA NORIO , NISHIMURA MOTOO , TAKAHASHI MIKIO , INOMATA KIYONOBU
IPC分类号： E02D29/02
摘要： PROBLEM TO BE SOLVED: To provide a stone recycling system for determining a plan for assigning a broken stone as a prospective stone for recycling to a broken part to which the other broken stone was assigned.
SOLUTION: In this stone recycling system 1, data of prospective stones for recycling and data of broken parts are respectively sorted in the descending order of volume of the prospective stones for recycling and in the descending order of volume of the broken parts. A first assigning part 6 determines the broken parts conformed to the shape of the prospective stones for recycling based on the prospective stones for recycling. A second assigning part 8 determines the prospective stones for recycling conformed to the shape of the broken parts based on the broken parts. A determining part 10 adopts a result in which the recyclable number of the prospective stones for recycling is large, out of a first assignment result acquired by the first assigning part 6, and a second assignment result acquired by the second assigning part 8. With this constitution, the assignment result in which many prospective stones for recycling can be recycled, can be acquired in a short time.
COPYRIGHT: (C)2004,JPO&NCIPI

2. 发明专利

JP2012255321A Optimum tunnel support selecting device and optimum tunnel support selecting program 有权
标题翻译：最佳隧道支持选择设备和最佳隧道支持选择程序
公开(公告)号：JP2012255321A
公开(公告)日：2012-12-27
申请号：JP2011130236
申请日：2011-06-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOKOO ATSUSHI , UNEDA ATSUSHI , KITAMURA YOSHINOBU , MORIKAWA SEIJI , TABEI KAZUTO
IPC分类号： E21D9/00
摘要： PROBLEM TO BE SOLVED: To provide an optimum tunnel support selecting device and an optimum tunnel support selecting program, allowing an optimum tunnel support to be selected.SOLUTION: An optimum tunnel support selecting device selects an optimum tunnel support. The tunnel excavation release force is gradually applied for the calculation of stress generated in a steel support on the basis of axial force and bending moment. When the stress generated in the steel support is determined to be equal to or larger than the yield stress, the rigidity of the steel support is reduced such that the stress generated in the steel support becomes equal to the yield stress. Considering the effect of reduction in rigidity, stress generated in sprayed concrete and tunnel displacement are calculated. In the case that the stress generated in the sprayed concrete is determined to be equal to or larger than an allowable stress, or in the case that the tunnel displacement is determined to be equal to or larger than an allowable displacement, a support pattern which can further ensure the soundness of the tunnel is selected from a plurality of support patterns stored in a support pattern data base.
摘要翻译：要解决的问题：为了提供最佳的隧道支持选择装置和最佳的隧道支持选择程序，允许选择最佳的隧道支持。解决方案：最佳隧道支持选择设备选择最佳隧道支持。隧道挖掘释放力逐渐用于计算基于轴向力和弯矩的钢支架中产生的应力。当钢支架中产生的应力被确定为等于或大于屈服应力时，钢支架的刚度降低，使得在钢支架中产生的应力变得等于屈服应力。考虑到刚度下降的效果，计算了喷射混凝土和隧道位移产生的应力。在喷射混凝土中产生的应力被确定为允许应力大于或等于允许应力的情况下，或者在隧道位移确定为等于或大于允许位移的情况下，能够进一步确保从存储在支持模式数据库中的多个支持模式中选择隧道的健全性。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2010051175A Planting base 有权
标题翻译：生产基地
公开(公告)号：JP2010051175A
公开(公告)日：2010-03-11
申请号：JP2008216354
申请日：2008-08-26
申请人： Kajima Corp , 鹿島建設株式会社
发明人： ONO SHINTARO , KOMODA TOSHIRO , MORIKAWA SEIJI
IPC分类号： A01G7/00 , A01G25/00
CPC分类号： Y02A40/237
摘要： PROBLEM TO BE SOLVED: To provide a planting base enhancing the water-holding function of soil and facilitated in maintenance. SOLUTION: The planting base is structured as follows: forming a sand layer 3 on an aquifer 1 which is a water-holding part for securing a prescribed groundwater level; burying a gravel layer 5 in the sand layer 3 at a prescribed distance from the ground surface 13 of the sand layer 3 and the aquifer 1; and setting up a watering means 7 passing through the sand layer 3 and the gravel layer 5. The lower end 9 of the watering means 7 is disposed in the aquifer 1 and the upper end 11 thereof is disposed on the ground surface 13. Rainwater or sprayed water penetrating into the sand layer 3a from the ground surface 13 is prevented from penetration at the gravel layer 5 to be retained in the sand layer 3a located over the gravel layer 5. The watering means 7 pumps up the water in the aquifer 1 from the lower end 9 and sprays the water onto the ground surface 13 from the upper end 11 in response to water evaporation and/or rise in a salt concentration due to application of fertilizer in the sand layer 3a so as to periodically supply water to the sand layer 3a. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种增强土壤保水功能的种植基地，并有助于维护。解决方案：种植基地的结构如下：在含水层1上形成砂层3，该含水层1是用于固定规定的地下水位的保水部分; 在沙层3中与砂层3和含水层1的地表面13规定距离处埋设砂砾层5; 并设置通过砂层3和砾石层5的浇水装置7.浇水装置7的下端9设置在含水层1中，其上端11设置在地表面13上。雨水或防止从地表面13渗入砂层3a的喷射水渗入砂砾层5，以保持在位于砾石层5上方的砂层3a中。浇水装置7将含水层1中的水从下端9并且由于在砂层3a中施加肥料而响应于水蒸发和/或由于施加肥料而使水从上端11喷射到地表面13上，以便周期性地向砂提供水层3a。（C）2010，JPO＆INPIT

4. 发明专利

JP2008019650A Ground freezing method 审中-公开
标题翻译：地面冷冻方法
公开(公告)号：JP2008019650A
公开(公告)日：2008-01-31
申请号：JP2006193238
申请日：2006-07-13
申请人： Chem Grouting Co Ltd , Kajima Corp , ケミカルグラウト株式会社 , 鹿島建設株式会社
发明人： YOSHIDA TERU , YOSHIKAWA TADASHI , KANAI KOICHIRO , SHIRAI SHUNSUKE , MORIKAWA SEIJI , MORIOKA YOSHIRO , MURAKAMI TAKESHI , UEMOTO KATSUHIRO , KASHIWAGI TOMOFUMI
IPC分类号： E02D3/115 , E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a ground freezing method which dispenses with the preparation of stainless steel as freezing pipes and the use of brine that is durable for use at extremely low temperatures, and brings about the early freezing of the ground without causing the upsizing of freezing machine facilities.
SOLUTION: The brine is supplied to shield machines for freezing the natural ground around a contact portion of first and second shield tunnels excavated by the shield machines 1, 2. The brine is cooled by a freezing device 5 arranged in the shield machines 1, 2. The freezing device 5 cools the brine to temperatures between -60°C and -50°C, and supplies the brine to pasted freezing pipes 31 of the shield machine 1, to thereby freeze the ground.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种地面冷冻方法，其不需要制备不锈钢作为冷冻管，以及使用在极低温度下耐用的盐水，并且不会在没有导致冷冻机设备的大型化。解决方案：将盐水提供给屏蔽机器，以将围绕由屏蔽机1,2挖出的第一和第二屏蔽隧道的接触部分周围的自然地面冷冻。盐水由布置在屏蔽机器中的冷冻装置5冷却冷冻装置5将盐水冷却至-60℃至-50℃之间的温度，并将盐水供给到屏蔽机1的粘贴冷冻管31，从而使地面冷冻。版权所有（C）2008，JPO＆INPIT

5. 发明专利

JPH05118851A MEASURING METHOD FOR FLUCTUATION IN INCLINATION 失效
公开(公告)号：JPH05118851A
公开(公告)日：1993-05-14
申请号：JP30273291
申请日：1991-10-23
申请人： KAJIMA CORP
发明人： TAKAHASHI YUJI , KAJI SHIGEHITO , SHIMAZAKI SEIJI , SAWAUCHI YUKITAKE , MORIKAWA SEIJI
IPC分类号： G01C15/00 , G01C7/02 , G01D21/00 , G06T11/20
摘要： PURPOSE:To easily and quickly measure the change of inclination safely and to remarkably improve the operating efficiency for classification and analysis of the measuring data. CONSTITUTION:Two points of a reflecting body 11 separated up and down are arranged at optional points as measuring points 10. The position of the reflecting body 11 at each point is detected by a highly accurate electronic distance/angle measuring instrument 12. The positional data of the reflecting body 11 is re-written into a data collector 13 which is a hand-held computer connected to the instrument 12. The data collector 13 is carried and connected to a computer 15 set in an office 16 or the like to transfer the data to a measuring data processing system of the computer 15. The data of tone inclination of the surface at each measuring point calculated by the computer 15 is formed and output graphically through the computer 15.

6. 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

7. 发明专利

JP2012255320A Computerized construction device and computerized construction program 有权
标题翻译：计算机结构设计和计算机构造程序
公开(公告)号：JP2012255320A
公开(公告)日：2012-12-27
申请号：JP2011130201
申请日：2011-06-10
申请人： Kajima Corp , 鹿島建設株式会社
发明人： KITAMURA YOSHINOBU , YOKOO ATSUSHI , UNEDA ATSUSHI , MORIKAWA SEIJI , TABEI KAZUTO
IPC分类号： E21D9/00
摘要： PROBLEM TO BE SOLVED: To provide a computerized construction device and a computerized construction program, which enable rational countermeasure work to be selected in construction of a ground structure.SOLUTION: A computerized construction device intended for a ground structure performs an inverse analysis, based on an experimental design method using an orthogonal table, for a plurality of parameters of an inverse analysis object associated with the construction of the ground structure. Thus, the computerized construction device determines each of values of the plurality of parameters so that each measured value obtained by measuring stress and/or deformation on a job site where the ground structure is constructed and each analytical value corresponding to each measured value can be matched to each other, predicts an influence, which is brought by the construction of the ground structure, by using each of the determined values of the plurality of parameters, and selects countermeasure work so as to reduce the predicted influence.
摘要翻译：要解决的问题：提供一种计算机化施工装置和计算机化施工方案，能够在建筑地面结构中选择合理的对策工作。解决方案：用于地面结构的计算机化施工装置，对于与地面结构的构造有关的反分析对象的多个参数，基于使用正交表的实验设计方法进行逆分析。因此，计算机化施工装置确定多个参数的每个值，使得通过测量构造地面结构的作业现场的应力和/或变形获得的每个测量值以及与每个测量值相对应的每个分析值可以匹配通过使用多个参数的确定值中的每一个来预测由地面结构的构造带来的影响，并且选择对策工作以减少预测的影响。版权所有（C）2013，JPO＆INPIT

8. 发明专利

JP2009121174A Freezing device, frozen ground calculation system, freezing method and program 有权
标题翻译：冷冻装置，冷冻地面计算系统，冷冻方法和程序
公开(公告)号：JP2009121174A
公开(公告)日：2009-06-04
申请号：JP2007297877
申请日：2007-11-16
申请人： Kajima Corp , 鹿島建設株式会社
发明人： YOSHIDA TERU , ITAMI HIROTO , IGARASHI HIROMASA , MORIKAWA SEIJI , ONO SHINTARO
IPC分类号： E02D3/115 , E02D19/14 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a freezing device, a frozen ground calculation system, a freezing method, etc. for shortening the frozen ground formation period by knowing the minimum time of frozen ground formation required for placing the frozen ground in service, and for reducing a frost heaving phenomenon and a freeze expansion pressure caused by excessive growth of the frozen ground by controlling the brine temperature.
SOLUTION: When the frozen ground maximum stress falls below the frozen ground intensity, the optimum frozen ground temperature is calculated by an optimum frozen ground temperature calculating means 63, and the optimum brine temperature is calculated by an optimum brine temperature calculating means 65.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种冷冻装置，冷冻地面计算系统，冷冻方法等，以通过了解将冻结地面投入使用所需的最小冻结地面时间来缩短冻结地面形成周期并且通过控制盐水温度来减少冻结现象和由冻土过度生长引起的冻胀膨胀压力。解决方案：当冻结地面最大应力降至冷冻地面强度以下时，通过最佳冷冻地面温度运算单元63算出最佳冷冻地面温度，最佳盐水温度由最佳盐水温度运算单元65计算版权所有（C）2009，JPO＆INPIT

9. 发明专利

JP2005016225A Pressing type simplified freezer 有权
标题翻译：压力式简化冷冻机
公开(公告)号：JP2005016225A
公开(公告)日：2005-01-20
申请号：JP2003184919
申请日：2003-06-27
申请人： Chem Grouting Co Ltd , Kajima Corp , Seiken Co Ltd , ケミカルグラウト株式会社 , 株式会社精研 , 鹿島建設株式会社
发明人： MORIKAWA SEIJI , YOSHIKAWA TADASHI , YOSHIDA TERU , HAYAKAWA YASUYUKI , MURAKAMI TAKESHI , KASHIWAGI TOMOFUMI , KUSHIDA YUKIHIRO , WATANABE TSUNEMASA
IPC分类号： E02D3/115 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a pressing type simplified freezer capable of stopping spring water in a short time by rapidly coping with the spring water welling out abruptly.
SOLUTION: This pressing type simplified freezer used by being pressed to a spring water part A of the natural ground comprises an abutting part 2 abutting on the spring water part A of the natural ground, and a cooling part 3 for cooling the abutting part 2. A cut-off frame 4 is formed in a circumferentially continuous manner around the abutting part 2. A cooling pipe 8 for circulating brine is built in the cooling part 3.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过快速应对突然涌出的弹簧水来在短时间内停止弹簧水的按压型简化冷冻机。解决方案：通过按压到天然地面的弹簧水部分A而使用的这种按压式简化的冷冻器包括邻接在自然地面的弹簧水部分A上的抵接部分2和用于冷却邻接的冷却部分3 切割框架4围绕邻接部分2以周向连续的方式形成。在冷却部分3中内置有用于循环盐水的冷却管8.（C）2005年，JPO＆NCIPI

10. 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

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