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1. 发明专利

JP2013002131A Widening device and widening method for existing tunnel 有权
标题翻译：现有隧道的增宽装置和宽带化方法
公开(公告)号：JP2013002131A
公开(公告)日：2013-01-07
申请号：JP2011133859
申请日：2011-06-16
申请人： Mitsubishi Heavy Industries Mechatronics Systems Ltd , 三菱重工メカトロシステムズ株式会社 , Ohbayashi Corp , 株式会社大林組
发明人： SUGIYAMA MASAHIKO , TANAKA SHIGERU , MATOBA KAZUHIKO , MASUTANI TATSUYA , UEDA HISATERU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a widening device and a widening method for existing tunnel that reduce costs by simplifying the device.SOLUTION: The widening device includes a cylindrical device body 13 which can be moved forward in an entrance 11 installed on an inner wall of an existing tunnel 10 in a radial direction of the tunnel; a plurality of propulsion jacks 14 which are installed in the existing tunnel so as to move the device body forward; cutter support cylinders 17A, 17B which penetrate a partition wall 16 partitioning off the interior of the device body in a front-rear direction through seal devices 18A, 18B, are pivoted in an oscillatory state on both right and left parts of the device body behind the partition wall on sides which are a little before cylinder-axial-directional intermediate parts thereof, and can extend and contract; swing jacks 19A, 19B fitted to the device body behind the partition wall so as to allow the cutter support cylinders to oscillate; drum cutters 22A, 22B which are fitted to tip parts of the cutter support cylinders which are positioned before the partition wall; and a discharge conveyor 26 which has a suction opening 26a penetrating the partition wall, and takes excavation earth in from the interior of the device body before the partition wall.
摘要翻译：要解决的问题：为现有隧道提供扩宽装置和拓宽方法，通过简化装置来降低成本。解决方案：加宽装置包括圆柱形装置主体13，其可以在安装在现有隧道10的内壁上的入口11中沿着隧道的径向向前移动; 多个推进千斤顶14，其安装在现有隧道中，以使装置主体向前移动; 穿过通过密封装置18A，18B从前后方向分隔装置本体内部的分隔壁16的切割器支撑筒17A，17B在装置主体的左右两部分上以摆动状态枢转侧壁上的分隔壁，在其轴向方向的中间部分之前有一点，并且可以延伸和收缩; 摆动千斤顶19A，19B，其安装在分隔壁后面的装置本体上，以允许切割器支撑筒振动; 滚筒切割器22A，22B，其装配在位于分隔壁之前的切割器支撑筒的尖端部分; 以及排出输送器26，其具有穿过分隔壁的吸入开口26a，并且在分隔壁之前从装置主体的内部取出挖土。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2006336239A Method for controlling degree of verticality of pc hollow pile 审中-公开
标题翻译：控制PC中空柱垂直度的方法
公开(公告)号：JP2006336239A
公开(公告)日：2006-12-14
申请号：JP2005159867
申请日：2005-05-31
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MASUTANI TATSUYA , SUZUKI HIROSHI , OKAMOTO OTOKATSU
IPC分类号： E02D13/06 , E02D5/20 , E02D5/58
摘要： PROBLEM TO BE SOLVED: To provide a method for controlling the degree of verticality of a PC hollow pile, which enables the degree of verticality of the PC hollow pile to be controlled by erecting the PC hollow pile with high degree of accuracy in a planned position, while keeping the degree of the verticality of the PC hollow pile within a range of a specified value.
SOLUTION: In this method for controlling the degree of the verticality of the PC hollow pile, when an upper end of the PC hollow pile 2 is fixed by supporting means 14 and 18 which are provided on the earth's surface so that the hollow pile can be erected in a suspended state in an excavated ditch 4, one end of a measurement string 30 is fixedly attached to a locking rod 12, which is provided in the lower part of the PC hollow pile through its axial core part, in such a manner as to be pre-positioned in its axial core part, and the other end thereof is precedently led out upward from the upper end. After the erection of the PC hollow pile, a tower-shaped measurement platform 34 is installed above the PC hollow pile; the other end of the measurement string is fixedly attached to the measurement platform and provided in a stretched state; and the fixedly attached position of the end on the side of the measurement platform is adjusted so that the measurement string can be set vertical while collimation is performed from two directions by a transit 36. After the completion of positioning, a displacement between the axial core position of the upper end of the PC hollow pile and the measurement string is measured, and the degree of the verticality is controlled by correcting the fixed position of the upper end of the PC hollow pile so that the displacement can fall within the range of the specific value.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于控制PC空心桩的垂直度的方法，其能够通过以高精度竖立PC空心桩来控制PC中空桩的垂直度同时将PC空心桩的垂直度保持在规定值的范围内。解决方案：在PC中空桩的垂直度控制方法中，当PC空心桩2的上端由设在地球表面上的支撑装置14和18固定时，桩可以在悬挂状态下竖立在挖沟4中，测量绳30的一端固定地安装在锁定杆12上，锁定杆12通过其轴芯部分设置在PC中空桩的下部以预定位于其轴芯部的方式，其另一端先从上端向上引出。 PC空心桩架设后，在PC空心桩上安装有塔形测量平台34，测量线的另一端固定在测量平台上并以拉伸状态提供; 并且调整测量平台一侧的端部的固定位置，使得测量串可以设置为垂直的，同时通过运输36从两个方向进行准直。定位完成之后，轴向芯测量PC中空桩的上端位置和测量线，并通过校正PC中空桩的上端的固定位置来控制垂直度，使位移可以落在具体价值。版权所有（C）2007，JPO＆INPIT

3. 发明专利

JP2012012214A Device and method of changing attitude 有权
标题翻译：设备及其改变方法
公开(公告)号：JP2012012214A
公开(公告)日：2012-01-19
申请号：JP2010153258
申请日：2010-07-05
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MASUTANI TATSUYA
IPC分类号： B66C13/08
摘要： PROBLEM TO BE SOLVED: To change an attitude of a target by rotating the target on a vertical plane in such a state that the target is lifted.SOLUTION: A guiding means 2 is provided on the surface of the target so as to be swollen from the surface. Both ends of the guiding means 2 is supported on the target. An attitude changing means 15 is provided so as to move along the guiding means 2. The target is lifted by the attitude changing means 15 through the guiding means 2. In such a state, the attitude changing means 15 is moved along the guiding means 2, and the target is rotated on the vertical plane, thus, changing the attitude of the target.
摘要翻译：要解决的问题：通过在目标被提升的状态下在垂直平面上旋转目标来改变目标的姿态。解决方案：引导装置2设置在靶的表面上以便从表面膨胀。引导装置2的两端支撑在目标上。设置有一个沿引导装置2移动的姿势改变装置15.目标通过引导装置2由姿势改变装置15提升。在这种状态下，姿态改变装置15沿引导装置2移动，并且目标在垂直平面上旋转，从而改变目标的姿态。版权所有（C）2012，JPO＆INPIT

4. 发明专利

JP2012241419A Disassembling method of shield machine 有权
标题翻译：屏蔽机的拆卸方法
公开(公告)号：JP2012241419A
公开(公告)日：2012-12-10
申请号：JP2011112782
申请日：2011-05-19
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TERAISHI TOMOYA , HISADA HIDETAKA , MASUTANI TATSUYA , NOMURA KAZUNARI , MORIYA YOICHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To allow disassembling of a shield machine having a shield jack and a ring garter to be easily performed.SOLUTION: A disassembling method of a shield machine comprises: a jack fixing step for extending a shield jack 23 accommodated in an object block 22a to be removed and fixing the other end of the shield jack 23 to a skin plate 21 or an existing segment T; an object block movement step for moving the object block 22a released from a connection state by a connection releasing step to an existing segment T side by contracting the shield jack 23; an object block fixing step for fixing the moved object block 22a to an erector 24 via a receiving base 51; and an erector revolution step for revolving the erector 24 to which the object block 22a is fixed and positioning the object block 22a at a predetermined carry-out position.
摘要翻译：要解决的问题：允许拆卸具有屏蔽插座和环形突起的屏蔽机构以容易地执行。解决方案：屏蔽机的拆卸方法包括：插座固定步骤，用于延伸容纳在待拆卸的物体块22a中的屏蔽插座23，并将屏蔽插座23的另一端固定到皮肤板21或现有段T; 对象块移动步骤，用于通过收纳屏蔽插孔23将通过连接解除步骤从连接状态释放的对象块22a移动到现有段T侧; 物体块固定步骤，用于经由接收基座51将移动的对象块22a固定到竖立器24; 以及用于旋转对象块22a被固定到的竖立器24的竖立器旋转步骤，并将对象块22a定位在预定的取出位置。版权所有（C）2013，JPO＆INPIT

5. 发明专利

JP2012241420A Disassembling method of shield machine and ring garter 有权
标题翻译：屏蔽机和环形车的拆卸方法
公开(公告)号：JP2012241420A
公开(公告)日：2012-12-10
申请号：JP2011112783
申请日：2011-05-19
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TERAISHI TOMOYA , HISADA HIDETAKA , MASUTANI TATSUYA , NOMURA KAZUNARI , MORIYA YOICHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To allow disassembling of a shield machine having a shield jack and a ring garter to be easily performed.SOLUTION: A disassembling method of a shield machine comprises: a bottom block removal step for releasing the state of connection of a bottom block 22g positioned at a bottom part of a skin plate 21 to adjacent blocks 22f and 22h and removing the bottom block 22g; a block movement step for moving remaining blocks 22a to 22g along an inner surface of the skin plate 21 in a circumferential direction and positioning the end block 22f positioned at the end part to the bottom part of the skin plate 21; and an end block removal step for releasing the state of connection of the end block 22f with an adjacent block 22e and removing the end block 22f.
摘要翻译：要解决的问题：允许拆卸具有屏蔽插座和环形突起的屏蔽机构以容易地执行。解决方案：屏蔽机的拆卸方法包括：底部块移除步骤，用于将位于皮肤板21的底部的底部块22g的连接状态释放到相邻的块22f和22h，并且移除底部块22g; 沿着外周板21的内表面移动剩余块22a至22g的块移动步骤，并将位于端部的端块22f定位到外壳板21的底部; 以及用于释放端块22f与相邻块22e的连接状态并去除端块22f的端块移除步骤。版权所有（C）2013，JPO＆INPIT

6. 发明专利

JP2012225127A Shield machine with facilitated recovery work for diversion 有权
标题翻译：具有修复恢复工作的屏蔽机
公开(公告)号：JP2012225127A
公开(公告)日：2012-11-15
申请号：JP2011096350
申请日：2011-04-22
申请人： Ohbayashi Corp , 株式会社大林組
发明人： TERAISHI TOMOYA , HISADA HIDETAKA , MASUTANI TATSUYA , NOMURA KAZUNARI , MORIYA YOICHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To withdraw sections of a shield machine, as many as possible, without disassembling from a shield tunnel to facilitate diversion work.SOLUTION: An inventive shield machine comprises: an outer shell part (skin plates 11, 21); an inner shell part (cutter inner peripheral part 12d, cutter driving part 15, erector device 24) detachably housed in the outer shell part; a gripper unit 40 equipped with a gripper 43, which is movable in the radial direction of an existing shield tunnel, and obtaining reaction force by bringing the gripper 43 into contact with an inner face of the existing shield tunnel; and a traction jack 51 interposed between the inner shell part and the gripper unit 40 and making the inner shell part and the gripper unit 40 move in approaching direction and in separation direction by telescopic motion.
摘要翻译：要解决的问题：尽可能多地取出盾构机的部分，而不必从盾构通道拆卸，以方便分流工作。解决方案：本发明的屏蔽机器包括：外壳部分（皮肤板11,21）; 可拆卸地容纳在外壳部中的内壳部（切割器内周部12d，切割驱动部15，竖立装置24）配备有可沿现有屏蔽通道的径向移动的夹持器43的夹持器单元40，并且通过使夹持器43与现有屏蔽通道的内表面接触而获得反作用力; 以及插入在内壳部和夹持单元40之间的牵引千斤顶51，并且使内壳部和夹持单元40通过伸缩运动在接近方向和分离方向上移动。版权所有（C）2013，JPO＆INPIT

7. 发明专利

JP2010242318A Placing joint implement, and method for constructing placing joint portion of underground wall 审中-公开
标题翻译：配置接头实施方法及地下室墙体配置方法
公开(公告)号：JP2010242318A
公开(公告)日：2010-10-28
申请号：JP2009089392
申请日：2009-04-01
申请人： Ohbayashi Corp , 株式会社大林組
发明人： FUJITA KENJIRO , NAKAMURA TOSHIO , MASUTANI TATSUYA , ARAKAWA MAKOTO , MIZUMOTO MINORU
IPC分类号： E02D5/20
摘要： PROBLEM TO BE SOLVED: To prevent concrete from running to the lateral and rear sides of a placing joint implement, when a continuous underground wall is constructed by means of the placing joint implement for holding a joint metal such as a corrugated iron sheet.
SOLUTION: In the placing joint implement 100, a groove 150 having a shape corresponding to a shape of the corrugated iron sheet 20 is formed; and a lateral portion is provided with a bag-shaped packer 160. The corrugated iron sheet 20 is fitted into the groove 150 of the placing joint implement 100, and arranged in a drilled hole in such a manner as to protrude from a precast panel-side surface; a fluid is infilled into the packer 160; the packer 160 advances sideward; and the precast panel is constructed in such a manner that one end of the corrugated iron sheet 20 is embedded.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了防止混凝土运行到放置接头工具的侧面和后侧，当连续的地下壁通过用于保持诸如波纹铁片的接合金属的放置接头工具构造时。解决方案：在放置接合器具100中，形成具有对应于波纹铁片20的形状的形状的槽150; 横向部分设置有袋状封隔器160.波纹铁片20装配到放置接头工具100的槽150中，并且布置在钻孔中，从预制板 - 侧面流体填充到封隔器160中; 封隔器160侧向前进; 并且预制面板以使得波纹铁板20的一端嵌入的方式构造。版权所有（C）2011，JPO＆INPIT

8. 发明专利

JP2010203171A Removing method of gas and excavation system 有权
标题翻译：气体和开采系统的拆除方法
公开(公告)号：JP2010203171A
公开(公告)日：2010-09-16
申请号：JP2009051115
申请日：2009-03-04
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MASUTANI TATSUYA , SAKAHIRA YOSHIHISA , HIRAO JUNICHI
IPC分类号： E02D5/34 , E21B7/00
摘要： PROBLEM TO BE SOLVED: To enable a sand pump to be installed in a position apart from an excavation hole when a cast-in-place pile is constructed. SOLUTION: The excavation system 10 is provided with an excavator 40, a stable liquid treatment plant 20, mud-delivery piping 111, and mud-discharging piping 112. The mud-delivery piping 111 delivers the stable liquid from the stable liquid treatment plant 20 to the excavator 40, and the mud-discharging piping 112 which is provided with the sand pump 113 at its middle portion delivers the stable liquid in the excavation hole 11 to the stable liquid treatment plant 20. A branch pipe 150 is provided above the space between the excavation hole 11 of the mud-discharging piping 112 and the sand pump 113, and a jet pump 151 is attached to the branch pipe 150. By starting the jet pump 151, air in the mud-discharging piping 112 is discharged to the outside, and the deterioration of a suction force of the sand pump 113 caused by the entry of the air into the piping can be prevented. Thus, the sand pump 113 can be installed in a position apart from the excavation hole 11. COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：当建造浇注桩时，可以将砂泵安装在离开挖掘孔的位置。解决方案：挖掘系统10设置有挖掘机40，稳定的液体处理设备20，泥浆输送管道111和排泥管道112.泥浆输送管道111将稳定的液体从稳定的液体处理装置20到挖掘机40，在其中间部分设置有砂泵113的排泥管道112将稳定的液体在挖掘孔11中输送到稳定的液体处理设备20。在排泥管112的挖掘孔11和砂泵113之间的空间之上和喷射泵151附接到分支管150.通过启动喷射泵151，排泥管112中的空气是排出到外部，并且可以防止由于空气进入管道而引起的砂泵113的吸力的劣化。因此，砂泵113可以安装在远离挖掘孔11的位置。（C）2010，JPO＆INPIT

9. 发明专利

JP2010179984A Conveying frame and conveying method 审中-公开
标题翻译：输送框架和输送方法
公开(公告)号：JP2010179984A
公开(公告)日：2010-08-19
申请号：JP2009023055
申请日：2009-02-03
申请人： Ohbayashi Corp , 株式会社大林組
发明人： NAKAMURA MASUMI , OKUDA TAKASHI , MASUTANI TATSUYA
IPC分类号： B65G69/26
摘要： PROBLEM TO BE SOLVED: To provide a conveying frame capable of easily conveying an object to be conveyed by a truck to its destination.
SOLUTION: The conveying frame 1 for conveying an object 25 to be conveyed in an inclined state by a truck to its destination includes a base 2, a mounting stand 5 which is provided on the base 2, tiltable with respect to the base 2, and a fixing means 12 for fixing the mounting stand 5 at the predetermined angle of inclination. The mounting stand 5 is tiltable in an angular range of ≥0° and

10. 发明专利

JP2006336240A Pc hollow pile for constructing wall body, and method for constructing wall body by using it 审中-公开
标题翻译：用于构造墙体的PC中空砖，以及使用它来构造墙体的方法
公开(公告)号：JP2006336240A
公开(公告)日：2006-12-14
申请号：JP2005159868
申请日：2005-05-31
申请人： Ohbayashi Corp , 株式会社大林組
发明人： MASUTANI TATSUYA , SUZUKI HIROSHI , OKAMOTO OTOKATSU
IPC分类号： E02D5/12 , E02D5/24
摘要： PROBLEM TO BE SOLVED: To provide a PC hollow pile for constructing a wall body, which can be erected while keeping the dimensional accuracy of the separation of the PC hollow piles high, when the wall body is constructed by bringing the PC hollow piles into continuous contact with one another, and to provide a construction method for the PC hollow pile.
SOLUTION: In a method for constructing the wall body, an insertion ditch 4 for the PC hollow pile is excavated over a predetermined length along a wall-body constructing line. The PC hollow piles with a rectangular cross-sectional surface are erected in the insertion ditch, fixed by supporting means 14 and 18 which are provided on the earth's surface, put into a suspended state in the insertion ditch, and continuously provided in a line in such a manner as to sequentially adjoin each other. In this case, one engaging piece 10a of an engaging means, which is provided on the lower part of the PC hollow pile on the side of precedent arrangement, is engaged with the other engaging piece 10b of an engaging means, which is provided in the lower part of the precedently arranged PC hollow pile, from above, while the PC hollow pile to be subsequently arranged along the precedently arranged PC hollow pile as a guide is lowered in a suspended state. Self-hardening slurry 24 is pre-infilled as a solidification material into the insertion ditch at the stage of the excavation of the insertion ditch, and the solidification of the slurry makes the solidified slurry fix the PC hollow piles in the state of enclosing the periphery of the PC hollow piles continuously provided in a line.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种用于构造壁体的PC空心桩，其可以在保持PC空心桩的分离的尺寸精度的同时竖立，当通过使PC空心构造壁体时堆叠成彼此连续接触，并为PC空心桩提供施工方法。解决方案：在一种用于构造壁体的方法中，用于PC空心桩的插入沟4沿着壁体构造线在预定长度上被挖掘。具有矩形横截面的PC空心桩竖立在插入沟槽中，由设置在地球表面上的支撑装置14和18固定，在插入沟槽中处于悬挂状态，并以这样的方式相互邻接。在这种情况下，设置在PC空心桩的下一侧的前置装置一侧的接合装置的一个接合件10a与接合装置的另一个接合件10b接合，下一部分先前排列的PC空心桩，从上方，随后沿着先前排列的PC空心桩作为引导件排列的PC空心桩在悬挂状态下降低。自硬化浆料24在插入槽的开挖阶段，作为固化材料预填充到插入沟槽中，并且浆料的固化使得固化的浆料将PC中空桩固定在包围周边的状态的PC空心桩连续提供在一条线上。版权所有（C）2007，JPO＆INPIT

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