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    • 1. 发明专利
    • Tunnel construction information projection method
    • 隧道施工信息投影方法
    • JP2012184568A
    • 2012-09-27
    • JP2011047401
    • 2011-03-04
    • Kajima CorpSooki:Kk株式会社ソーキ鹿島建設株式会社
    • YOKOO ATSUSHIKOIKE TATSUOKAJISA FUKASHITANAKA MASAYOSHITOMITA SHOJIYAMAMOTO TOMOHIDE
    • E21D9/00G01C15/00
    • PROBLEM TO BE SOLVED: To provide a tunnel construction information projection method capable of increasing an information amount to be displayed on a face surface when constructing a tunnel and largely contributing to the support of tunnel construction.SOLUTION: By using a system comprising a personal computer 20 for storing projection data to be projected on a face surface and setting and outputting a reduction scale in the horizontal direction and vertical direction of the projection data and a projector 10 for performing projection on the face surface on the basis of input from the personal computer 20, a step of determining a reduction scale setting value for the horizontal direction and storing the horizontal direction reduction scale setting value while projecting line data in the horizontal direction, a step of determining a reduction scale setting value for the vertical direction and storing the vertical direction reduction setting value while projecting line data in the vertical direction, and a step of setting the reduction scale in the horizontal direction and the vertical direction on the basis of the stored horizontal direction reduction scale setting value and vertical direction reduction scale setting value and projecting construction information data as the projection data, are executed.
    • 要解决的问题:提供一种隧道施工信息投影方法,其能够在构造隧道时增加在表面上显示的信息量,并且在很大程度上有助于隧道施工的支持。 解决方案:通过使用包括个人计算机20的系统,用于存储要投影在表面上的投影数据,并且在投影数据的水平方向和垂直方向上设置和输出缩小比例,以及用于执行投影的投影仪10 基于来自个人计算机20的输入,在水平方向上确定缩小比例设定值并存储水平方向缩小比例设定值的步骤,同时在水平方向上投影线数据的步骤,确定步骤 垂直方向的缩小比例设定值,并且在垂直方向上投影线数据的同时存储垂直方向缩小设定值,以及基于存储的水平方向设定水平方向和垂直方向的缩小比例的步骤 缩小比例设定值和垂直方向缩小比例设定值和项目 执行作为投影数据的构造信息数据。 版权所有(C)2012,JPO&INPIT
    • 2. 发明专利
    • Inner space displacement measurement method and inner space displacement measurement system
    • 内部空间位移测量方法和内部空间位移测量系统
    • JP2012058167A
    • 2012-03-22
    • JP2010203886
    • 2010-09-13
    • Kajima CorpSooki:Kk株式会社ソーキ鹿島建設株式会社
    • KONDO KEIJIKAMASHIRO TAKASHIUESUGI YOSIFUMIYOKOO ATSUSHITANAKA MASAYOSHINOBUHARA KOJIYAMAMOTO TOMOHIDE
    • G01C7/06G01C15/00
    • PROBLEM TO BE SOLVED: To provide an inner space displacement measurement method that finds tunnel inner space displacement at countless points, and is improved in measurement precision.SOLUTION: The inner space displacement measurement method includes: attaching a target to a point whose position coordinates are known in a tunnel, and acquiring scan data from a tunnel inner space by a three-dimensional laser scanner (step S201); acquiring an inner space shape line of a tunnel section from the scan data (step S203); putting a spring line based upon tunnel design data and a center line over the inner space shape line (step S204); calculating a base point on the spring line at a predetermined distance from an intersection of the spring line and the center line, and a perpendicular length between a perpendicular to the spring line at the base point and the inner space shape line (step S205); and calculating the inner space displacement from difference in perpendicular length calculated between different timings.
    • 要解决的问题:提供一种在无数点发现隧道内空间位移的内部空间位移测量方法,并提高测量精度。 内部空间位移测量方法包括:将目标附着到隧道中已知位置坐标的点,并通过三维激光扫描仪从隧道内部空间获取扫描数据(步骤S201); 从扫描数据获取隧道部分的内部空间形状线(步骤S203); 根据隧道设计数据和内部空间形状线上的中心线设置弹簧线(步骤S204); 在弹簧线与中心线的交点相距预定距离处的弹簧线上的基点和在基点处的弹簧线垂直于内部空间形状线的垂直长度(步骤S205); 并计算不同定时之间计算的垂直长度差的内部空间位移。 版权所有(C)2012,JPO&INPIT
    • 3. 发明专利
    • Inner space displacement measuring method and inner space displacement measuring system
    • 内部空间位移测量方法和内部空间位移测量系统
    • JP2014098704A
    • 2014-05-29
    • JP2013259264
    • 2013-12-16
    • Kajima Corp鹿島建設株式会社Sooki Co Ltd株式会社ソーキ
    • KONDO KEIJIKAMASHIRO TAKASHIUESUGI YOSIFUMIYOKOO ATSUSHITANAKA MASAYOSHINOBUHARA KOJIYAMAMOTO TOMOHIDE
    • G01C7/06E21D9/14G01C15/00
    • PROBLEM TO BE SOLVED: To provide an inner space displacement measuring method capable of obtaining an inner space displacement in countless points and improved in measuring accuracy.SOLUTION: An inner space displacement measuring method comprises the steps of: mounting a laser scanner target on three known points of a tunnel inner space; obtaining scanner data of the tunnel inner space including the laser scanner target by a three dimensional laser scanner; calculating coordinates of the three dimensional laser scanner from the three known points by the scanner data; obtaining an inner space shape line of a tunnel cross section surface from the scan data; superposing a spring line and a center line on the inner space shape line based on tunnel design data 25; and inner space displacement calculation for calculating the tunnel inner space displacement by a difference between the scan data obtained by a first timing and the scan data obtained by a second timing different from the first timing.
    • 要解决的问题:提供一种能够获得无数点内部空间位移并提高测量精度的内部空间位移测量方法。解决方案:内部空间位移测量方法包括以下步骤:将激光扫描仪目标安装在三个已知的 隧道内部空间点; 通过三维激光扫描仪获取包括激光扫描仪靶的隧道内空间的扫描器数据; 通过扫描器数据从三个已知点计算三维激光扫描仪的坐标; 从扫描数据获得隧道横截面的内部空间形状线; 基于隧道设计数据25在内部空间形状线上叠加弹簧线和中心线; 以及内部空间位移计算,用于通过由第一定时获得的扫描数据与通过与第一定时不同的第二定时获得的扫描数据之间的差来计算隧道内部空间位移。
    • 4. 发明专利
    • Work machine periphery monitoring method and system utilizing fisheye lens
    • 工作机器周边监控方法和利用FISHEYE镜头的系统
    • JP2012172350A
    • 2012-09-10
    • JP2011034055
    • 2011-02-20
    • Kajima Corp鹿島建設株式会社
    • TAKAHASHI KENICHIYOKOO ATSUSHIOGASAWARA KATSURAINOUE TADANORISUMI TAKASHINAITO KEIICHIROTAI YOSHIKOSATO SHOICHIRO
    • E02F9/24E02F9/26
    • E02F9/0858E02F9/24E02F9/261
    • PROBLEM TO BE SOLVED: To provide a work machine periphery monitoring method and system utilizing a fisheye lens which is attached to a work machine and immediately allows the recognition of the situations of the entire dead angle.SOLUTION: A camera 10 with a downward fisheye lens 11 is attached to a part on a bonnet 7 at the back of a driver seat facing the entire dead angle B of a work machine 1 provided with a driver seat 5 at the front, a camera height h on the bonnet 7 is adjusted to such a height that ground operators 30 and 31 within the dead angle B at the peripheral edge of the bonnet 7 are captured corresponding to a ground height H of the bonnet 7, and the presence/absence of the operators 30 and 31 around the work machine 1 is monitored by a peripheral region R of a bonnet image 7g in a camera image G. Preferably, an optical axis A of the camera 10 with the fisheye lens 11 is adjusted to an upward depression angle θ from a vertical downward angle toward a specific angle of the dead angle B within such a range that the entire dead angle B can be viewed.
    • 要解决的问题:提供一种利用附接到作业机器上的鱼眼镜头的工作机周边监视方法和系统,并且立即允许识别整个死角的情况。

      解决方案:具有向下鱼眼镜头11的相机10被附接到驾驶员座椅背面的发动机罩7上的面向前方的设置有驾驶员座椅5的作业机1的整个死角B的部分 ,将发动机罩7上的摄像机高度h调节到这样的高度,使得在发动机罩7的周缘处的死角B内的接地操作器30和31对应于发动机罩7的地面高度H被捕获, 在摄像机图像G中,通过机罩图像7g的周边区域R来监视作业机1周围的操作器30,31的不存在。优选地,将具有鱼眼镜头11的摄像机10的光轴A调整为 向上俯仰角θ从垂直向下的角度朝向死角B的特定角度在可以看到整个死角B的范围内。 版权所有(C)2012,JPO&INPIT

    • 6. 发明专利
    • Device, gear and method for determining soundness of tunnel
    • 用于确定隧道声音的装置,齿轮和方法
    • JP2011163017A
    • 2011-08-25
    • JP2010027548
    • 2010-02-10
    • Kajima Corp鹿島建設株式会社
    • YOKOO ATSUSHITAMAMURA KOUJIUNEDA ATSUSHIMORIKAWA SEIJINAMIKAWA TADASHIFUJIWARA KOICHI
    • E21D9/00E21D9/14
    • 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
    • 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
    • 7. 发明专利
    • Method of constructing underground structure
    • 构造地下结构的方法
    • JP2009174178A
    • 2009-08-06
    • JP2008013421
    • 2008-01-24
    • Kajima Corp鹿島建設株式会社
    • SASAKI YUTAKASASAKI YUKINOBUKAWABATA JUNICHIINAO MICHIHIROYOKOO ATSUSHIOKUYAMA MASAYOSHIMORIYAMA TAKAMIYANAGISAWA HIROSHIKANDA KENJI
    • E21D13/02E02D29/045E21D11/10E21D13/00
    • PROBLEM TO BE SOLVED: To provide a method of constructing an underground structure capable of constructing a large space under a ground without applying a load to the environment therearound.
      SOLUTION: After the state of a ground 1 at the positions of adits 11 to be excavated is confirmed by adit section spring search boring 7, the adits 11 are excavated from a tunnel 3 to a range involving the position 9 where the underground structure is to be constructed at predetermined intervals in the axial direction of the tunnel 3. Next, after the state of the ground 1 at the positions of a pilot tunnel 19 to be excavated is confirmed by pilot tunnel section spring search boring 17, the pilot tunnel 19 for joining the adjacent adits 11 to each other near the ends thereof is excavated. Then, after the state of the ground 1 at the positions of deep foundation piles 25 to be constructed is confirmed by deep foundation section spring search boring 25, deep foundation piles 27 are constructed vertically at predetermined intervals in the axial direction of the pilot tunnel 19. The area between the tunnel 3 and the pilot tunnel 19 is excavated and a pile cap concrete 33 is placed, and the areas between the tunnel 3 and the deep foundation piles 27 are excavated and the base concrete 37 and a sidewall concrete 41 are placed.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种构造地下结构的方法,该地下结构能够在没有对其周围的环境施加负载的情况下在地面下构造大的空间。

      解决方案:在通过辅助部分弹簧搜索镗孔7确认在待挖掘的钻头11的位置处的地面1的状态之后,将钻头11从隧道3挖掘到涉及位置9的范围,其中地下 在隧道3的轴向方向上以预定的间隔构造结构。接下来,在通过导频隧道截面弹簧搜索钻孔17确认在待挖掘的先导隧道19的位置处的地面1的状态之后, 挖掘出用于将相邻的钻头11彼此靠近的端部连接的隧道19。 然后,在深基础截面弹簧搜索镗孔25确认在构造的深基础桩25的位置处的地面状态1之后,在导向通路19的轴向上以预定间隔垂直地构造深基础桩27 挖掘隧道3与先导隧道19之间的区域,放置堆垛混凝土33,挖掘隧道3和深基础桩27之间的区域,并将基础混凝土37和侧壁混凝土41放置 。 版权所有(C)2009,JPO&INPIT

    • 8. 发明专利
    • Method of curing tunnel lining concrete
    • 固化隧道内混凝土的方法
    • JP2008156927A
    • 2008-07-10
    • JP2006347550
    • 2006-12-25
    • Kajima Corp鹿島建設株式会社
    • YOKOO ATSUSHISAKATA NOBORUSATO TOSHIAKIYAMAMOTO TAKUJIISHIBASHI YUTAKAUNEDA ATSUSHIYOSHIDA YASUTOSHI
    • E21D11/10E04G21/02
    • PROBLEM TO BE SOLVED: To provide a method of curing tunnel lining concrete, which is superior in heat insulating curing function and wet curing function, implemented without using large-scale facilities, and does not narrow a work space in a curing zone.
      SOLUTION: According to the method, a curing sheet 2 is stuck to a surface of the lining concrete 1 via a wet adhesive 3. The curing sheet 2 is formed of a sheet having a thickness on the order of 1.0 to 20 mm, and made of polyvinyl chloride, expanded polyethylene, or the like, for instance. The wet adhesive 3 must be inexpensive etc. because of a considerably large surface area of the lining concrete 1, and therefore it is formed of a material obtained by diluting a water-soluble polymer, e.g. methylcellulose (MC), for increasing the viscosity of the concrete etc., with water to a concentration on the order of 1/10 to 1/10,000.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种固化隧道衬里混凝土的方法,其绝缘固化功能和湿固化功能优越,不使用大型设施而实现,并且不会缩小固化区中的工作空间 。 解决方案:根据该方法,固化片2通过湿粘合剂3粘附在衬里混凝土1的表面上。固化片2由厚度为1.0至20mm的片形成 ,由聚氯乙烯,发泡聚乙烯等制成。 由于衬里混凝土1的表面积相当大,因此湿粘合剂3必须是便宜的,因此它由通过稀释水溶性聚合物,例如水溶性聚合物获得的材料形成。 甲基纤维素(MC),用于增加混凝土等的粘度,用水浓度为1/10至1 / 10,000的量级。 版权所有(C)2008,JPO&INPIT
    • 10. 发明专利
    • Detection method and system for operators close to outer periphery of heavy machine
    • 操作人员接近重型机器外围的检测方法和系统
    • JP2014031660A
    • 2014-02-20
    • JP2012173499
    • 2012-08-04
    • Kajima Corp鹿島建設株式会社
    • MIYAKE YOSHITAKAOGASAWARA KATSURAINOUE TADANORIOTA YUJIHATTORI YOSHIHIKOTAKAHASHI KENICHISATO SHOICHIROYOKOO ATSUSHISHINODA SHIGERU
    • E02F9/26E02F9/24G08B21/02
    • PROBLEM TO BE SOLVED: To provide a detection method and system for operators close to the outer periphery of a heavy machine, suitable for a work side where the plurality of operators perform operation of the heavy machine and work therearound by turns.SOLUTION: Each of a plurality of operators 8a, 8b in a work side E carries an IC transmission tag 30, and a heavy machine 1 operating on the work side E is mounted with a receiver 21, an alarm 23, and a control device 10. When the heavy machine 1 is started up by any operator 8a, an operator ID of this operator is registered into the control device 10 and the alarm 23 is activated interlocking with the registration of the operator ID. When the operator ID received by the receiver 21 is different from the registered ID according to the control device 10, the alarm 23 is driven. Preferably, the control device 10 is activated interlocking with the startup of the heavy machine 1. Alarm activation means 18b may activate the alarm 23 interlocking with activation of the heavy machine engine after the registration of the operator ID, instead of interlocking with the registration of the operator ID.
    • 要解决的问题:提供一种适用于重型机器外围的操作者的检测方法和系统,适用于多个操作者执行重型机器的操作并在其周围工作的工作侧。解决方案: 工作侧E中的多个操作器8a,8bb装有IC传输标签30,并且在工作侧E上操作的重型机器1安装有接收器21,报警器23和控制装置10.当重 机器1由任何操作者8a启动,该操作者的操作员ID被登记到控制装置10中,并且与操作者ID的登记互锁启动报警器23。 当根据控制装置10接收到的接收机21所接收到的操作员ID与注册的ID不同时,报警器23被驱动。 优选地,控制装置10与重型机器1的起动联动起动。报警激活装置18b可以在登记操作者ID之后与启动重型机器引擎互锁而启动报警器23,而不是与 操作员ID。