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1. 发明专利

JP2006002475A Tunnel spraying machine and tunnel constructing method using the same 有权
标题翻译：隧道喷涂机和隧道施工方法
公开(公告)号：JP2006002475A
公开(公告)日：2006-01-05
申请号：JP2004181331
申请日：2004-06-18
申请人： Gifu Kogyo Co Ltd , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 岐阜工業株式会社
发明人： IMAOKA HIKOZO , KOIZUMI NAOTO , FUKUI HIROSHI , KITAGAWA TSUTOMU , INAGAWA YUKIHISA , WASHIMI DAISUKE
IPC分类号： E21D11/10 , E21D9/00
摘要： PROBLEM TO BE SOLVED: To provide a tunnel spraying machine having lower manufacturing cost for performing mortar or concrete spraying work along with a muck loader performing work.
SOLUTION: The spraying machine comprises a telescopic boom 3 having the maximum elongation of at least 15m or longer and provided on a crawler or tire travelling base 2 and a spray nozzle 6 turnably and rockingly held at the front end of the boom 3. Along with the tunnel spraying machine 1 performing spraying work, the muck loader 12 performs muck removing work using a space under the boom of the tunnel spraying machine 1.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有较低制造成本的隧道喷涂机，用于执行砂浆或混凝土喷涂工作以及进行加工的泥土装载机。解决方案：喷涂机包括具有至少15m或更长的最大伸长率并且设置在履带或轮胎行驶底座2上的伸缩臂3和可转动地且摇摆地保持在起重臂3前端的喷嘴6 随着隧道喷涂机1进行喷涂工作，泥土装载机12使用隧道喷涂机1的悬臂下方的空间进行除渣工作。版权所有（C）2006，JPO＆NCIPI

2. 发明专利

JP2004239640A Method of predicting geological properties in front of ground excavation part 有权
公开(公告)号：JP2004239640A
公开(公告)日：2004-08-26
申请号：JP2003026336
申请日：2003-02-03
申请人： Mutsuto Kawahara , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 睦人川原
发明人： KAWAHARA MUTSUTO , TOIKAWA ATSUSHI , IMAOKA HIKOZO , KOIZUMI NAOTO , MATSUGUCHI KAZUHIKO , SUZUKI TETSUO , KANEKO NORIYOSHI , KUROMATSU KATSURO , UTAGAWA NORIYUKI , BAN TORU , KONDO SATORU
IPC分类号： E21D9/00 , G01C15/00 , G01V9/00
摘要： PROBLEM TO BE SOLVED: To make geological properties in front of a working face simply predictable and with high accuracy as a part of routine execution management while performing excavation work without needing a particular geophysical exploration measuring instrument. SOLUTION: In a three-dimensional finite element method analysis model, arbitrary observation points are set up inside a tunnel under excavation, displacement measurement data measuring displacement of the observation points by effects of the excavation of predetermined intervals is obtained, and progress of the excavation of the tunnel is reflected. And, a ground constant in front of the working face is identified by performing an inverse analysis making the measurement data a given condition. The displacement measurement data of the observation points is made any or a combination of the displacement components in 1-3 axial directions including at least the displacement component in a tunnel axial direction. In the inverse analysis, block allocation is beforehand performed every predetermined region, and the inverse analysis is performed under the condition that the ground constant is a constant value in the inside of each block region. COPYRIGHT: (C)2004,JPO&NCIPI

3. 发明专利

JP2005034826A Method and device for manufacturing aggregate out of rock to be discharged in construction work 有权
标题翻译：用于在建筑工程中排除岩石聚集的方法和装置
公开(公告)号：JP2005034826A
公开(公告)日：2005-02-10
申请号：JP2003332811
申请日：2003-09-25
申请人： Daido Machinery Ltd , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 株式会社大同機械製作所
发明人： IMAOKA HIKOZO , YOSHINAGA MASAO , KOIZUMI NAOTO , YOSHINO TAKAYUKI , FUKUI KATSUNORI , OZAKI ICHIRO , MASAI TAMIO
IPC分类号： B09B5/00 , B02C23/08 , B02C23/12 , B02C23/14 , B07B1/00 , B07B1/28 , B09B3/00 , C04B14/02 , C04B18/04
CPC分类号： Y02W30/91
摘要： PROBLEM TO BE SOLVED: To effectively utilize rocks discharged in construction works such as tunnel muck. SOLUTION: Raw muck is sieved by a first stage sieving device 2, and the objective muck to be treated consisting of the portion of the particle size not more than the target maximum value and the supplementary portion of the particle size larger than the target maximum value is taken out. The taken-out objective muck is crushed by a crusher 3 such as an impact crusher. Then, the crushed muck is sieved by a second stage sieve device 4 to obtain crushed muck of the particle size not more than the target maximum value as aggregate. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：有效利用隧道垃圾等建筑工程中排放的岩石。
解决方案：原料煤被第一阶段筛分装置2筛分，并且待处理的目标渣包括不超过目标最大值的颗粒尺寸部分和粒径的补充部分大于取出目标最大值。取出的目标泥渣由破碎机3如冲击式破碎机粉碎。然后，通过第二级筛装置4对粉碎的泥浆进行筛分，得到粒径不大于目标最大值的粉碎渣作为骨料。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2005036626A Tunnel widening method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2005036626A
公开(公告)日：2005-02-10
申请号：JP2003381943
申请日：2003-11-12
申请人： Sato Kogyo Co Ltd , 佐藤工業株式会社
发明人： IMAOKA HIKOZO , TAKAHASHI HIROSHI , KOIZUMI NAOTO , HAYASHI TADAO
IPC分类号： E21D9/01 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To conduct widening works for a tunnel, ensuring the number of current lanes even during a construction period or extremely minimizing a lane control. SOLUTION: The designed cross section of a new tunnel 2 is made eccentric and designed to one side so that one side wall of the existing tunnel 1 and one side wall of the designed cross section of the new tunnel 2 approximately coincide or are brought near to the cross section of the existing tunnel 1. The upper half section of the cross section of the tunnel 2 is excavated in the external region of the tunnel 1, ensuring the passages of the current lanes of the tunnel 1, and a lower half section on the other end side of the cross section of the tunnel 2 is excavated. When the cross section of the tunnel 2 is excavated completely, existing lining bodies are demolished successively at every one side, ensuring the passages of one-side lanes of the tunnel 1 alternately to the left and the right under the state in which the lanes are assured in the other-side space of the tunnel 2. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了进行隧道的扩大工程，即使在施工期间也能确保目前车道的数量，或极大地减少车道控制。解决方案：新隧道2的设计横截面是偏心的，设计成一侧，使得现有隧道1的一个侧壁和新隧道2的设计横截面的一个侧壁大致重合或者是靠近现有隧道1的横截面。隧道2的横截面的上半部分在隧道1的外部区域被挖掘，以确保隧道1的当前通道的通过，并且下部挖掘隧道2横截面的另一端侧的半部分。当隧道2的横截面完全挖掘时，现有的衬板体在每一侧依次被拆除，确保隧道1侧通道在通道的状态下交替向左右两侧通道在隧道的另一边空间放心2.版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2010139348A Underground displacement observation device and method 有权
标题翻译：地下位移观测装置及方法
公开(公告)号：JP2010139348A
公开(公告)日：2010-06-24
申请号：JP2008315208
申请日：2008-12-11
申请人： Asia Kyodo Sekkei Consultant:Kk , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 株式会社アジア共同設計コンサルタント
发明人： KANEKO SEIJI , KOIZUMI NAOTO , KONO KO , KUWAHARA TSUGU , YAMAMOTO MATSUO , HACHINOHE ISAMU , SAWAE KYO
IPC分类号： G01C15/00 , E02D17/20 , G01C9/00 , G01C9/06
摘要： PROBLEM TO BE SOLVED: To provide an underground displacement observation apparatus installed regardless of a condition of a slope land, and eliminating a necessity for cutting trees so as to acquire an installation place, and a method. SOLUTION: The underground displacement observation apparatus 1 for measuring a displacement within a borehole 92 extended from a tunnel 90 toward the slope land 95 existing around the tunnel 90, and observing a movement of the ground includes: a FRP rod 40; and a clinometer 20 disposed along the underground displacement observation apparatus 1, and detecting its inclination. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：提供一种地面位移观测装置，不管斜坡的情况如何，都能够安装，并且消除了切割树木以获得安装场所的必要性。解决方案：用于测量从隧道90延伸到井眼92内的位于隧道90周围的斜坡槽95内的位移观察的地下位移观测装置1，并且观察地面运动包括：FRP杆40; 以及沿着地下位移观察装置1配置的测位仪20，检测其倾斜度。版权所有（C）2010，JPO＆INPIT

6. 发明专利

JP2005105651A Method of evaluating natural ground in front of ground excavation part 有权
标题翻译：地面开挖部分地球自然评价方法
公开(公告)号：JP2005105651A
公开(公告)日：2005-04-21
申请号：JP2003339747
申请日：2003-09-30
申请人： Mutsuto Kawahara , Sato Kogyo Co Ltd , 佐藤工業株式会社 , 睦人川原
发明人： KAWAHARA MUTSUTO , TOIKAWA ATSUSHI , IMAOKA HIKOZO , SUZUKI TETSUO , KANEKO NORIYOSHI , UTAGAWA NORIYUKI , KOIZUMI NAOTO , BAN SUSUMU , SUZUKI HITOSHI , KAWASAKI MASASHI , NAKAMURA NOBUAKI , KIHARA SHINJI , HONDA SEIGO
IPC分类号： E21D9/00 , E21D9/06 , G01V9/00
摘要： PROBLEM TO BE SOLVED: To easily predict the natural ground in front of a cutting face, as a part of daily construction control, while simultaneously performing with boring advance work, without requiring a special geophysical exploration measuring instrument. SOLUTION: In an excavation process, a boundary point between a tunnel wall surface and the cutting face or an observation point set in a vicinal area of the boundary point, is measured before and after excavation of one cycle or a plurality of cycles, and work is successively repeated for determining a displacement quantity by influence of the excavation of the one cycle or the plurality of cycles from this measuring result, to thereby determine a natural ground state in front of the natural ground on the basis of an increase-decrease tendency of this displacement quantity. Actually, when any of the tunnel axial directional displacement quantity, a tunnel cross-sectional vertical directional displacement quantity, and a tunnel cross-sectional horizontal directional displacement quantity, or a displacement quantity of these combination indicates an increasing tendency, a determination is made that a weak stratum belt exists in front of the natural ground. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了方便地预测切割面前的自然地面，作为日常施工控制的一部分，同时进行无聊的前进工作，而不需要特殊的地球物理勘探测量仪器。解决方案：在挖掘过程中，在一个循环或多个周期的挖掘之前和之后测量隧道壁表面与切割面之间的边界点或设置在边界点附近区域的观察点并且根据该测量结果，通过影响一个周期或多个周期的挖掘来确定位移量，从而基于增加量来确定自然地面前方的自然基态，减少排量的趋势。实际上，当任何隧道轴向位移量，隧道横截面垂直方向位移量和隧道横截面水平方向位移量或这些组合的位移量表示增加趋势时，确定自然界前面存在一个薄弱的地层带。版权所有（C）2005，JPO＆NCIPI

7. 发明专利

JP2010138568A Management method in tunnel construction area 有权
标题翻译：隧道施工区管理方法
公开(公告)号：JP2010138568A
公开(公告)日：2010-06-24
申请号：JP2008314004
申请日：2008-12-10
申请人： Mac Kk , Sato Kogyo Co Ltd , マック株式会社 , 佐藤工業株式会社
发明人： MEJI YASUO , KYOMEN TSUGIHIKO , KOIZUMI NAOTO , KANEKO SEIJI , AIKANGAKI SEIJI , KANEKO NORIYOSHI , MIYAHARA HIROSHI , SAI KO
IPC分类号： E21D9/00 , G01D21/00
摘要： PROBLEM TO BE SOLVED: To improve the accuracy of a cutting edge observation report by reducing a burden on a cutting edge observer which is required for preparing the cutting edge observation report. SOLUTION: A tunnel construction site office 4 having a server 21 for management is connected to a cutting edge area in the pit of a tunnel 1 under excavation through a LAN 20. The LAN is extended as the tunnel is further excavated and the cutting edge area is moved, and the access points of the LAN are increased sequentially. The cutting edge observer 10 observes a cutting edge 3 from the front, inputs the picked photos of the cutting edge and the information required for preparing the cutting edge preparation report into an operation terminal 11 carried therewith, and transmits them to the server 21 for management through the LAN 20. The final cutting edge observation report is prepared based on the transmitted information. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过减少准备切削刃观察报告所需的切削刃观察者的负担来提高切削刃观察报告的精度。
解决方案：具有用于管理的服务器21的隧道施工现场办公室4通过LAN 20连接到挖掘期间的隧道1的坑中的切割边缘区域。随着隧道进一步挖掘，LAN被延伸，并且移动切削刃区域，并且LAN的接入点依次增加。切削刃观察器10从前方观察切削刃3，将所选择的切削刃的照片和准备切削刃准备报告所需的信息输入到其中携带的操作终端11，并将其发送到服务器21进行管理通过LAN 20.根据传送的信息准备最终的前沿观察报告。版权所有（C）2010，JPO＆INPIT

8. 发明专利

JP2009138516A Lining concrete structure and its construction method 有权
标题翻译：混凝土结构及其施工方法
公开(公告)号：JP2009138516A
公开(公告)日：2009-06-25
申请号：JP2008212354
申请日：2008-08-21
申请人： Kanazawa Inst Of Technology , Sato Kogyo Co Ltd , West Nippon Expressway Co Ltd , 佐藤工業株式会社 , 学校法人金沢工業大学 , 西日本高速道路株式会社
发明人： KOIZUMI NAOTO , KYOMEN TSUGIHIKO , FUKUSHIMA KAZUYUKI , UTAGAWA NORIYUKI , UNO YOSHIKI , KIMURA SADAO , SUZUKI MASARU , UENO KIYOSHI , TANAKA YASUICHIRO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a lining concrete structure and a construction method of the lining concrete structure constituted to maximize a reinforcing effect of a lining concrete layer after suppressing an impediment and an ill effect on the installation of various facilities essential for the lining concrete structure while preventing flaking and falling of concrete pieces by suppressing cracking, chipping, and the like of the inner surface side surface of the lining concrete layer as a new lining concrete structure.
SOLUTION: The lining concrete structure constructed by placing concrete every span of an arch center in a tunnel under construction is constituted to dispose gridded or meshed fiber-reinforced sheets at the inner surface side part of a part above a spring line in a range of 100 cm or less each from both ends of one span portion of the arch center of the lining concrete structure, in a state of being embedded in the inner surface side surface or near the surface in the integrated state with the inner surface side part of the lining concrete layer.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种衬砌混凝土结构和衬砌混凝土结构的施工方法，其在抑制障碍物之后使衬砌混凝土层的增强效果最大化，并且对安装必要的各种设施产生不良影响衬里混凝土结构，同时通过抑制衬里混凝土层的内表面侧表面的裂纹，破碎等作为新的衬里混凝土结构，防止混凝土片的剥落和塌落。
解决方案：将建筑物中的拱形中心的每一跨度混凝土构造的衬砌混凝土结构体构成为将网格或网状纤维增强片材放置在弹簧线上方的部分的内表面侧部分在衬里混凝土结构的拱形中心的一个跨距部分的两端各自的距离为100cm以下，处于嵌入内表面侧表面或与表面侧部的整体状态的表面附近的状态的衬里混凝土层。版权所有（C）2009，JPO＆INPIT

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