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1. 发明专利

JP2013104192A Insertion method for anchor tendon, anchor tendon support unit and anchor tendon base 有权
标题翻译：锚固支架，锚固支撑单元和锚固支架的插入方法
公开(公告)号：JP2013104192A
公开(公告)日：2013-05-30
申请号：JP2011247219
申请日：2011-11-11
申请人： Ohbayashi Corp , 株式会社大林組 , Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社 , Sanshin Corp , 三信建設工業株式会社 , Nittoc Constr Co Ltd , 日特建設株式会社 , Sumitomo Denko Steel Wire Kk , 住友電工スチールワイヤー株式会社
发明人： YAMAMOTO AKIRA , FUJIWARA SOICHI , IKEDA EIICHI , IZUMI KUNIHIKO , ISHII SEIICHI , IINO KENICHI , YAMAZAKI JUNICHI , SUGA KOICHI , OKAZAKI KENJI , NISHINO MOTOYASU , OIKAWA MASASHI
IPC分类号： E02D5/80
摘要： PROBLEM TO BE SOLVED: To prevent the damage to a boundary part of an anchor body length part and a free length part in the case of inserting an anchor tendon whose top end (anchor body length part) is pre-grouted into an anchor hole.SOLUTION: An anchor body length part 30 is supported by a top end support body 40 as a sufficient rigid member which does not affect the anchor body length part hardened with grout when it is hanged by a crane, and a free length part 31 is conveyed in a state that it is supported by an intermediate part support body 41 as a flexible member. Those top end support body 40 and the intermediate part support body 41 are connected, and the intermediate support body 41 is structured such that deformation does not become a predetermined curvature radius or less. The boundary part of the anchor body length part and the free length part can be protected, and damage thereto can be prevented by those support bodies 40 and 41.
摘要翻译：要解决的问题：为了防止在将锚固体腱的顶端（锚体长度部分）预灌浆成锚固体的情况下，锚固体长度部分和自由长度部分的边界部分的损伤锚孔。解决方案：锚身体长度部分30由顶端支撑体40支撑为足够的刚性构件，当起重机悬吊时，锚固体长度部分不会因灌浆而硬化，并且自由长度部分在被作为柔性构件的中间部支承体41支承的状态下传送31。这些顶端支撑体40和中间部支撑体41连接，中间支撑体41构成为使变形不成为规定的曲率半径以下。锚固体长度部分和自由长度部分的边界部分可以被保护，并且可以通过这些支撑体40和41防止其损伤。（C）2013年，JPO和INPIT

2. 发明专利

JP2012207416A Tunnel lining back surface filling method and tunnel lining back surface filling device 有权
标题翻译：隧道内衬背面填充方法和隧道衬里背面填充装置
公开(公告)号：JP2012207416A
公开(公告)日：2012-10-25
申请号：JP2011072892
申请日：2011-03-29
申请人： Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社
发明人： TAKAHASHI NAOKI , YAMAJI HIROSHI , IZUMI KUNIHIKO , YANAGIDA TOSHIYUKI , TOMURA TOSHIJI
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To improve work efficiency of tunnel lining back surface filling construction while securing safety of work and quality of construction in the state of maintaining a tunnel in a live state.SOLUTION: In a tunnel lining back surface filling method, a movable protector 10 is provided inside an existing tunnel 1 having lining concrete 2, the inner side of the protector 10 is turned to a vehicle passing space 6, and the outer side of the protector 10 is turned to a work space 7 for filling a back-filling material to a gap 3 of a lining back surface. A lining support frame 14 for supporting an upper part of the lining concrete 2 is vertically movably provided on the protector 10, and the back-filling material is injected from an injection hole 2b in the state of abutting the lining support frame 14 to the lining concrete 2. Thus, while securing the safety of the work and the quality of the construction, installation (abutting to the lining concrete 2) and dismantling (separation from the lining concrete 2) work of the lining support frame 14 is facilitated and steps are shortened.
摘要翻译：要解决的问题：在保持隧道处于生活状态的同时，确保隧道衬砌背面填筑施工的工作效率，同时确保工作的安全和施工质量。解决方案：在隧道衬里背面填充方法中，在具有衬里混凝土2的现有隧道1的内部设置有可动保护器10，保护器10的内侧转向车辆通过空间6，外侧保护器10被转向工作空间7，用于将背面填充材料填充到衬里后表面的间隙3。用于支撑衬里混凝土2的上部的衬里支撑框架14可上下移动地设置在保护器10上，并且背衬填充材料在与衬垫支撑框架14抵接的状态下从注射孔2b注入衬里混凝土2.因此，在确保作业的安全性和施工质量，安装（抵靠衬里混凝土2）和拆除（与衬里混凝土2分离）的同时，便于衬里支撑框架14的工作，并且步骤是缩短。版权所有（C）2013，JPO＆INPIT

3. 发明专利

JP2009281046A Drilling device 有权
标题翻译：钻井设备
公开(公告)号：JP2009281046A
公开(公告)日：2009-12-03
申请号：JP2008133986
申请日：2008-05-22
申请人： Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社
发明人： NAKANO YOICHI , IZUMI KUNIHIKO , YAMAJI HIROSHI , NAGANO YUJI
IPC分类号： E21B6/00
摘要： PROBLEM TO BE SOLVED: To increase the efficiency of operation by increasing the length of a hole to be drilled in a restricted working space or reducing the number of joints of a rod for drilling a hole with a predetermined length.
SOLUTION: In this drilling device 10, a shaft-like guide cell 15 is installed on the upper surface of a frame 11, and a rock drill 16 which has a rod holding section 16a for holding a drilling rod 22 at the front and which imparts a rotating force in the right-angled direction and a hammering force in the axial direction to the drilling rod 22 is slidably installed on the guide cell 15. The body 16b of the rock drill is vertically tiltable about the rear section 16c thereof. The guide cell 15 is slid generally horizontally in the right-angled direction by sliders 18, 19 and a guide rail 14 for retreating.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：通过增加在受限制的工作空间中钻孔的长度或减少用于钻出预定长度的孔的杆的接头数来提高操作效率。解决方案：在该钻孔装置10中，在框架11的上表面上安装有轴状的引导单元15，以及具有用于将钻杆22保持在前方的杆保持部16a的凿岩机16 并且其在直角方向上施加旋转力并且在轴向方向上对钻杆22的锤击力可滑动地安装在引导单元15上。凿岩机的主体16b可围绕其后部16c竖直地倾斜。引导单元15通过滑块18,19和用于后退的导轨14在大致水平方向上沿着直角方向滑动。版权所有（C）2010，JPO＆INPIT

4. 发明专利

JP2004066131A Reclamation method of waste 审中-公开
标题翻译：废物回收方法
公开(公告)号：JP2004066131A
公开(公告)日：2004-03-04
申请号：JP2002230225
申请日：2002-08-07
申请人： Sumitomo Mitsui Construction Co Ltd , 三井住友建設株式会社
发明人： IZUMI KUNIHIKO , YAMAMOTO SUKETADA , KUROSHIMA ICHIRO , YAMADA TAKEMASA
IPC分类号： B09B1/00
摘要： PROBLEM TO BE SOLVED: To provide a method in which the waste is transported efficiently in an almost continuous state and dumped in a predetermined reclamation place, and a compacting and uniforming work may be performed at the bottom of the reclamation area, with a horizontal movement conveyor 12 and a vertical movement conveyor 13 installed in the upper part of the reclamation area 2.
SOLUTION: When the waste is reclaimed, the waste is transported in a continuous state to the upper part of the desired reclamation area with the horizontal movement conveyor 12 movable horizontally along a horizontal guide member 9A installed in the upper part of the reclamation area 2. The waste is transferred to a starting side of the vertical movement conveyor 13 movable horizontally along a horizontal guide member 9B installed in a lower side and changeable a height position of an ending side of the horizontal guide member 9A. The waste is dumped in the desired reclamation area from the ending side of the vertical movement conveyer 13.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种方法，其中废物在几乎连续的状态下被有效地运输并且倾倒在预定的填埋场中，并且可以在填海区域的底部进行压实和均匀的工作，一个水平运动输送机12和一个安装在回收区2上部的垂直运动输送机13.解决方案：回收废物时，废物以连续的状态运输到所需的填海区域的上部其中水平移动输送机12沿着安装在回收区域2的上部的水平引导构件9A水平移动。废物被转移到垂直运动输送机13的起始侧，该起动侧沿着安装在下侧并且可改变水平引导构件9A的结束侧的高度位置。废弃物从垂直运动输送机13的终端倾倒在所需的填海区域内。版权所有（C）2004，JPO

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