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41. 发明专利

JP2018044555A 移送装置及び位置特定方法审中-公开
公开(公告)号：JP2018044555A
公开(公告)日：2018-03-22
申请号：JP2016177320
申请日：2016-09-12
申请人：株式会社大林組 , 株式会社マトリックス , 株式会社演算工房
发明人：久田英貴 , 南原徹也 , 川原武 , 前川泰光
IPC分类号： G01B7/00 , F16L55/48
摘要：【課題】配管が導電性材料からなる場合であっても、配管内を移動する移動体から発せられる信号を配管の外側の受信器で受信できるようにする。【解決手段】移送装置10が、継手部16により連結された導電性の複数の管12を有する配管11と、配管11内で配管11の長手方向に移送されるとともに、所定信号を送信する移動体20と、継手部16近傍の配管11の外側に設けられたアンテナ43と、アンテナ43に接続され、移動体20によって送信された所定信号をアンテナ43を介して受信する受信器44aと、を備え、継手部16が管12の端面同士の間に挟持された絶縁体13を有する。【選択図】図2

42. 发明专利

JP2017190587A こそく管理装置审中-公开
公开(公告)号：JP2017190587A
公开(公告)日：2017-10-19
申请号：JP2016079532
申请日：2016-04-12
申请人：大成建設株式会社 , 株式会社アクティオ , 株式会社演算工房
发明人：柴田勝美 , 江田正敏 , ▲高▼橋要 , 森島伸吾 , 鈴木修 , 菅原伸生 , 林稔 , 江口康則 , 松村匡樹 , 土本真史
IPC分类号： G01C15/00 , E21D9/00
摘要：【課題】トンネルの余掘やアタリをリアルタイムに把握すること。【解決手段】建設機械によるトンネルのこそく作業時に用いる、こそく管理装置であって、トータルステーションと、前記建設機械に設置して、前記トータルステーションによる前記建設機械の座標情報を測定するための、反射体と、前記建設機械に設置して、該建設機械の姿勢情報を測定する、センサユニットと、情報処理を行う制御手段と、を少なくとも具備する。前記制御手段は、建設機械の記寸法情報と、前記トータルステーションからの座標情報と、前記センサユニットからの前記姿勢情報と、に基づいて、少なくとも前記建設機械の作業具の先端座標を特定する機能を有する。【選択図】図1

43. 发明专利

JP5361444B2 Cycle time measuring method in tunnel construction 有权
公开(公告)号：JP5361444B2
公开(公告)日：2013-12-04
申请号：JP2009040883
申请日：2009-02-24
申请人：株式会社演算工房
发明人：稔林 , 勝之甲斐 , 彰今井 , 勝浅野
IPC分类号： E21D9/00
摘要： PROBLEM TO BE SOLVED: To accurately and automatically acquire a cycle time in tunnel excavation. SOLUTION: A radio communication network 1 is constructed from a large number of radio node groups 2, 3... which are arranged in a scattered state in a tunnel and which can wirelessly communicate with one another on condition that they are positioned within a radio-wave communicable distance; a computer 7 for management, which can communicate with the radio node 2, is installed; and each of heavy machines 10-17 for tunnel construction is provided with a mobile radio terminal 4 which can wirelessly intercommunicate with the radio node 3, in the communication zone of the radio node groups 2, 3.... The type of the heavy machine for tunnel construction, which is positioned in front of a cutting face, is detected from self-ID information of the mobile radio terminal 4; and construction specifications are identified from the type and arrangement pattern of the heavy machine for tunnel construction, which is positioned in front of the cutting face of the tunnel. Thus, the cycle time is automatically acquired. COPYRIGHT: (C)2010,JPO&INPIT

44. 发明专利

JP5259278B2 Mobile monitoring system in construction site 有权
公开(公告)号：JP5259278B2
公开(公告)日：2013-08-07
申请号：JP2008174135
申请日：2008-07-03
申请人：株式会社演算工房
发明人：稔林 , 勝浅野
IPC分类号： H04W24/04 , B66C15/06 , G08G1/16 , H04W4/02 , H04W64/00 , H04W84/18

45. 发明专利

JP5250240B2 Stratum gas concentration measurement apparatus and the formation gas concentration measurement method 有权
公开(公告)号：JP5250240B2
公开(公告)日：2013-07-31
申请号：JP2007288805
申请日：2007-11-06
申请人：株式会社演算工房 , 株式会社錢高組
发明人：英永 ▲高▼屋 , 敏幸工藤 , 睦雄鴇田 , 優齋藤 , 正嗣森
IPC分类号： E21D9/06 , E21F7/00 , G01N1/22 , G01N27/12 , G01N27/16

46. 发明专利

JP2013023973A Power generating system utilizing sump water in tunnel construction 审中-公开
标题翻译：发电系统在隧道施工中应用循环水
公开(公告)号：JP2013023973A
公开(公告)日：2013-02-04
申请号：JP2011161881
申请日：2011-07-25
申请人： Enzan Kobo:Kk , 株式会社演算工房
发明人： HAYASHI MINORU
IPC分类号： E21F17/06 , E21D9/00
摘要： PROBLEM TO BE SOLVED: To achieve improvement of energy efficiency and power saving by utilizing pit sump water particular to tunnel construction to generate electric power and supplying the electric power as part of the power for the tunnel construction.SOLUTION: A power generating system utilizing sump water include a hydraulic power generation device 10 which generates electric power by utilizing sump water appearing in a pit during construction of a mountain tunnel, and supplies the generated power as part of the power for the tunnel construction. In this case, a turbid water treatment system 2 for clarifying pit sump water recovered during the tunnel construction is provided, and the hydraulic power generation device 10 is installed in such a manner that power generation is performed by utilizing a head drop when the water clarified by the turbid water treatment system 2 is discharged to a river.
摘要翻译：要解决的问题：通过利用特定于隧道施工的坑底池水来产生电力并且将电力作为用于隧道施工的电力的一部分来实现能量效率和节电的提高。解决方案：利用集水槽的发电系统包括：液压发电装置10，其通过在施工山隧道期间利用出现在坑中的池底水产生电力，并将所产生的电力作为电力的一部分提供给隧道施工。在这种情况下，设置用于澄清在隧道施工期间回收的坑底池水的混浊水处理系统2，并且水力发电装置10以这样的方式安装，即当水澄清时利用头滴进行发电由混浊水处理系统2排放到河流。版权所有（C）2013，JPO＆INPIT

47. 发明专利

JP5033572B2 Surveying method of position coordinates 有权
公开(公告)号：JP5033572B2
公开(公告)日：2012-09-26
申请号：JP2007269685
申请日：2007-10-17
申请人：株式会社演算工房
发明人：輝昭岸本 , 直紀杉田 , 稔林 , 裕司藤田 , 英永高屋
IPC分类号： G01C15/00

48. 发明专利

JP2010196316A Quality management method of concrete structure 审中-公开
标题翻译：混凝土结构质量管理方法
公开(公告)号：JP2010196316A
公开(公告)日：2010-09-09
申请号：JP2009040891
申请日：2009-02-24
申请人： Enzan Kobo:Kk , 株式会社演算工房
发明人： HAYASHI MINORU , TAKAYA HIDENAGA , KUDO TOSHIYUKI
IPC分类号： E04G21/00 , G06K7/00
摘要： PROBLEM TO BE SOLVED: To easily acquire concrete management information in maintenance and management of a concrete structure.
SOLUTION: With respect to each section of a concrete structure 1 divided according to the placing lot, concrete management information is acquired from a concrete placing field and a concrete shipping plate, and input to a management computer 2. Information for identifying the concrete management information recorded in the computer 2 for each section is encoded to a two-dimensional code 3, and printed by a two-dimensional code output device 4, and the two-dimensional code 3 is attached to the surface of the concrete structure 1 for each section. In the subsequent concrete management, the identification information read by a two-dimensional code reader 5 is transferred to the computer 2, whereby the concrete management information of the concrete structure 1 is displayed for each section.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：在混凝土结构的维护和管理中轻松获取具体的管理信息。解决方案：对于根据配置批次划分的混凝土结构1的每个部分，从混凝土浇筑区域和混凝土运输板块获取混凝土管理信息，并将其输入到管理计算机2中。记录在计算机2中的每个部分的具体管理信息被编码为二维码3，并由二维码输出装置4打印，并且二维码3附着到混凝土结构1的表面为每个部分。在随后的具体管理中，将由二维码读取器5读取的识别信息传送到计算机2，由此针对每个部分显示具体结构1的具体管理信息。版权所有（C）2010，JPO＆INPIT

49. 发明专利

JP2010196315A Method for measuring cycle time in tunnel construction 有权
标题翻译：隧道施工循环时间测量方法
公开(公告)号：JP2010196315A
公开(公告)日：2010-09-09
申请号：JP2009040883
申请日：2009-02-24
申请人： Enzan Kobo:Kk , 株式会社演算工房
发明人： HAYASHI MINORU , KAI KATSUYUKI , IMAI AKIRA , ASANO MASARU
IPC分类号： E21D9/00
摘要： PROBLEM TO BE SOLVED: To accurately and automatically acquire a cycle time in tunnel excavation. SOLUTION: A radio communication network 1 is constructed from a large number of radio node groups 2, 3... which are arranged in a scattered state in a tunnel and which can wirelessly communicate with one another on condition that they are positioned within a radio-wave communicable distance; a computer 7 for management, which can communicate with the radio node 2, is installed; and each of heavy machines 10-17 for tunnel construction is provided with a mobile radio terminal 4 which can wirelessly intercommunicate with the radio node 3, in the communication zone of the radio node groups 2, 3.... The type of the heavy machine for tunnel construction, which is positioned in front of a cutting face, is detected from self-ID information of the mobile radio terminal 4; and construction specifications are identified from the type and arrangement pattern of the heavy machine for tunnel construction, which is positioned in front of the cutting face of the tunnel. Thus, the cycle time is automatically acquired. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：准确自动获取隧道掘进中的循环时间。解决方案：无线电通信网络1由大量的无线电节点组2,3 ...构成，它们在隧道中以分散状态布置，并且可以在它们被定位的条件下彼此无线地相互通信在无线电波传播距离内; 安装可与无线节点2通信的用于管理的计算机7; 并且每个用于隧道构造的重机10-17都设置有移动无线终端4，其可在无线节点组2,3的通信区中与无线节点3无线地通信。重型根据移动无线终端4的自身ID信息检测位于切割面前方的隧道施工机构; 根据隧道施工重型机械的类型和布置方式，确定了施工规范，该设计位于隧道切割面前方。因此，自动获取循环时间。版权所有（C）2010，JPO＆INPIT

50. 发明专利

JP2009097985A Method for surveying position coordinate 有权
标题翻译：调查位置坐标的方法
公开(公告)号：JP2009097985A
公开(公告)日：2009-05-07
申请号：JP2007269685
申请日：2007-10-17
申请人： Enzan Kobo:Kk , 株式会社演算工房
发明人： HAYASHI MINORU , KISHIMOTO TERUAKI , FUJITA YUJI , TAKAYA HIDENAGA , SUGITA NAOKI
IPC分类号： G01C15/00
摘要： PROBLEM TO BE SOLVED: To stabilize and improve surveying accuracy by eliminating surveying error accumulation as well as dispersing errors.
SOLUTION: A method for surveying a position coordinate comprises a first step for surveying local coordinates of three reference points whose global coordinates are known beforehand by a surveying instrument 1 installed at any angle and any point, a second step for determining a rotational matrix and a translation vector used as coordinate conversion parameters based on a geometric relationship between the local coordinates and the global coordinates, a third step for determining by a least square method a corrected rotation matrix and a corrected translation vector which minimize a total sum of errors between coordinates obtained by converting the local coordinates of the reference points into global coordinates and the global coordinates of the reference points using the rotation matrix and the translation vector, and a fourth step for surveying a local coordinate of a surveying point by the surveying instrument and determining a global coordinate of the surveying point by converting the local coordinate into the global coordinate using the corrected rotation matrix and the corrected translation vector.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过消除测量误差积累以及分散误差来稳定和提高测量精度。解决方案：用于测量位置坐标的方法包括用于测量三个参考点的局部坐标的第一步骤，其全局坐标由安装在任何角度和任何点处的测量仪器1预先知道，第二步骤用于确定旋转矩阵和用作基于局部坐标和全局坐标之间的几何关系的坐标转换参数的平移向量，第三步骤，通过最小二乘法确定经校正的旋转矩阵和校正的平移向量，其使误差的总和最小化在通过使用旋转矩阵和平移矢量将参考点的局部坐标转换为全局坐标和参考点的全局坐标获得的坐标之间，以及用于通过测量仪器测量测量点的局部坐标的第四步骤，以及通过转换确定测量点的全局坐标使用校正的旋转矩阵和校正的平移向量将局部坐标转换成全局坐标。版权所有（C）2009，JPO＆INPIT

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