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11. 发明专利

JP2005299294A Carrying out apparatus of excavated soil 有权
标题翻译：执行挖土机的设备
公开(公告)号：JP2005299294A
公开(公告)日：2005-10-27
申请号：JP2004119786
申请日：2004-04-15
申请人： Ohbayashi Corp , Sankyu Inc , 山九株式会社 , 株式会社大林組
发明人： NAKAYAMA MASAO , MATOBA KAZUHIKO , GOTO MAKOTO , SHIBUYA HITOSHI , YAMATO HIDEJI , ASAI MIKIO , KOSAKA KAZUTOSHI
IPC分类号： E21D9/12 , B65G15/26 , B65G21/14
摘要： PROBLEM TO BE SOLVED: To make it possible to carry out excavated soil in a narrow place.
SOLUTION: The carrying apparatus is provided with a starting belt conveyor 14 used from the time immediately after departure of a shield excavator 12 and a belt conveyor for initial excavation to be installed in the rear side after the shield excavator 12 advances forward by a specified distance to a specified forward distance. The advancing belt conveyor 14 is equipped at the rear side of the shield excavator 12 installed in the starting shaft 10 and a vertical storage part 14b storing so as to be able to feeding out, while turning an extension belt 14a repeatedly to the vertical direction. The initial excavation belt conveyor is provided with a horizontal storage part so as to be able of horizontally feeding out the extending belt part after a plurality of times of turning motion.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：使得可以在狭窄的地方进行挖土。解决方案：承载装置设置有从盾构式挖掘机12起飞后的时间开始使用的起动带式输送机14和用于初始开挖的带式输送机，在盾构式挖掘机12向前推进之后安装在后侧指定距离指定的前进距离。前进带式输送机14配备在安装在起动轴10中的盾构式挖掘机12的后侧，并且在垂直方向上反复转动延伸带14a的同时，存储有能够输出的垂直存储部14b。初始的挖掘带式输送机设置有水平存储部，以便能够在多次转动之后水平地输送延伸带部。版权所有（C）2006，JPO＆NCIPI

12. 发明专利

JP2013234504A 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：JP2013234504A
公开(公告)日：2013-11-21
申请号：JP2012108163
申请日：2012-05-10
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 , MIZUNO MUTSUO , YAMAMOTO YUKI , UEDA HISATERU , MATOBA KAZUHIKO
IPC分类号： E21D9/06 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide a widening device and a widening method for an existing tunnel which can reduce a cost through downsizing of the widening device and are excellent in versatility.SOLUTION: A widening device of an existing tunnel comprises: a device body 13 capable of moving forward, inside an entrance 11 of an existing tunnel 10, in a radial direction of the tunnel; a propulsion jack 14 arranged inside the existing tunnel to move the device body forward; cutter supporting cylinders 18A and 18B which are extensible and supported by a bulkhead 17 partitioning inside the device body, via sealing devices 19A and 19B in a manner that the cutter supporting cylinders 18A and 18B penetrates the bulkhead 17 to enable the cutter supporting cylinders to swing in a vertical direction as well as move in a horizontal direction; saddle members 20A and 20B which pivotally support the cutter supporting cylinders to allow the same to swing in the vertical direction and are supported by the device body so as to be movable in the horizontal direction; a swing jack 25 to swing the cutter supporting cylinders; slide jacks 26a and 26b to move the saddle members; drum cutters 27A and 27B attached to tip sections of the cutter supporting cylinders; and a discharge conveyer 35 to take in excavated soil in front of the bulkhead inside the device body.
摘要翻译：要解决的问题：提供一种用于现有隧道的加宽装置和扩宽方法，其可以通过缩小加宽装置来降低成本，并且具有优异的通用性。解决方案：现有隧道的加宽装置包括：装置主体13 能够在隧道的径向方向上向前移动现有隧道10的入口11内; 设置在现有隧道内的推进千斤顶14，使装置主体向前移动; 切割器支撑筒18A和18B，它们是通过密封装置19A和19B以分隔在装置主体内部的隔板17支撑的，以使得切割器支撑筒18A和18B穿过隔板17以使切割器支撑筒摆动在水平方向上移动; 鞍形构件20A和20B，其枢转地支撑切割器支撑筒，以允许其在垂直方向上摆动并被装置主体支撑，以便在水平方向上可移动; 摆动千斤顶25摆动刀具支撑筒; 滑块千斤顶26a和26b以移动鞍座构件; 连接在切割器支撑筒的末端部分上的滚筒切割器27A和27B; 以及排出输送器35，以便将装置主体内部的舱壁前方的挖掘的土壤进行收容。

13. 发明专利

JP2013142270A Shield machine 有权
标题翻译：屏蔽机
公开(公告)号：JP2013142270A
公开(公告)日：2013-07-22
申请号：JP2012003788
申请日：2012-01-12
申请人： Ohbayashi Corp , 株式会社大林組 , Mitsubishi Heavy Industries Mechatronics Systems Ltd , 三菱重工メカトロシステムズ株式会社
发明人： MATOBA KAZUHIKO , NONAKA KEIJIRO , SUGIYAMA MASAHIKO , TANAKA SHIGERU
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a shield machine including a cutting mechanism for cutting a drain buried underground.SOLUTION: In the shield machine including a shield machine body, a cutter freely rotatably supported on a distal end side of the shield machine body to be rotationally driven, a partition wall provided on a back surface side of the cutter, a chamber partitioned by the partition wall for house excavated soil excavated by the cutter, and a soil removal mechanism for removing the excavated soil inside the chamber, the shield machine is provided with a drain cutting device for cutting the drain buried underground by projecting a cutting blade positioned behind the cutter more to the front beyond the cutter.
摘要翻译：要解决的问题：提供一种包括用于切割埋地埋地的切割机构的屏蔽机。解决方案：在包括屏蔽机体的屏蔽机中，可自由旋转地支撑在屏蔽机体的远端侧的切割机旋转驱动，设置在切割器的背面侧的分隔壁，由切割器挖出的用于挖掘的土挖土的分隔壁隔开的室，以及用于除去室内的挖土的除污机构，该屏蔽机是设置有排水切割装置，用于通过将位于切割器后面的切割刀片投影到超出切割器的前方而切割埋在地下的排水口。

14. 发明专利

JP2013096077A Tunnel excavator 有权
标题翻译：隧道挖掘机
公开(公告)号：JP2013096077A
公开(公告)日：2013-05-20
申请号：JP2011237191
申请日：2011-10-28
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
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a tunnel excavator capable of excavating a tunnel noncircular in cross section in such an efficient manner as to minimize an amount of excavating over and in such a stable manner as to eliminate an unexcavated area.SOLUTION: The tunnel excavator for excavating the tunnel elliptical in cross section includes an excavator body 10 formed as a cylinder body elliptical in cross section, and a cutter head 11 provided in front of the excavator body and comprised of elliptical rotating bodies. The cutter head consists of drum-shaped center cutters 20A, 20B arranged in two stages of upper and lower stages between both left and right partition walls 19a, 19b connected and fixed to the side of the excavator body, and semispherical side cutters 21A, 21B arranged on both sides of the center cutters with their openings opposing each other. The center cutters and the side cutters are independently rotatable.
摘要翻译：要解决的问题：提供一种能够以如此有效的方式挖掘非圆形隧道的隧道挖掘机，以最小化挖掘量，并且以如此稳定的方式消除无空洞区域。解决方案：用于挖掘隧道椭圆形的隧道式挖掘机的横截面包括：挖掘机主体10，其形成为椭圆形截面的圆筒体;以及刀头11，其设置在挖掘机主体的前方并由椭圆形旋转体构成。切割头由连接固定在挖掘机主体一侧的左右分隔壁19a，19b之间的上下两级设置的鼓形中心切割器20A，20B，半球形侧切割器21A，21B 布置在中心刀具的两侧，其开口彼此相对。中心刀具和侧铣刀可独立旋转。版权所有（C）2013，JPO＆INPIT

15. 发明专利

JP2012001900A Fluidized soil manufacturing method and manufacturing device 有权
标题翻译：流化土壤制造方法和制造装置
公开(公告)号：JP2012001900A
公开(公告)日：2012-01-05
申请号：JP2010135318
申请日：2010-06-14
申请人： Idea Consultants Inc , Ohbayashi Corp , イディアコンサルタント株式会社 , 株式会社大林組
发明人： MATOBA KAZUHIKO , KIRIYAMA SHIGEO , NAKAMURA SHIRO
IPC分类号： E21D9/13 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To manufacture fluidized soil by effectively utilizing soil.SOLUTION: A slurry tank 66, which stores slurry supplied from a slurry production device 64 and has a bottom opening 83 at around a bottom thereof and an overflow opening 84 at an upper part thereof, is positioned above a fluidization process device 70. The slurry inside the slurry tank 66 is mixed by an upward current from the bottom of the tank by introducing the slurry supplied from the slurry production device 64 into the slurry tank 66 through the bottom opening 83 and allowing the slurry equal to or more than a certain amount to overflow through the overflow opening 84. The mixed slurry is supplied to the fluidization process device 70 through a valve 85 provided at the bottom of the slurry tank 66. Fluidized soil is manufactured by mixing the slurry with an appropriate improvement material in the fluidization process device 70.
摘要翻译：要解决的问题：通过有效利用土壤制造流化土壤。解决方案：存储从浆料生产装置64供给并且在其底部附近具有底部开口83和在其上部的溢流开口84的浆料的浆料罐66位于流化处理装置70上方通过从浆料生产装置64供给的浆料通过底部开口83将浆料罐66中的浆料引入浆料罐66中，使浆料罐66内的浆料从罐的底部向上流动，使浆料等于或大于一定量的溢出通过溢流口84.混合的浆料通过设置在浆料槽66底部的阀85供给流化过程装置70.流化土是通过将浆料与适当的改进材料混合制成的流化处理装置70.版权所有（C）2012，JPO＆INPIT

16. 发明专利

JP2012001899A Construction method of tunnel ballast part and tunnel ballast part 审中-公开
标题翻译：隧道压路机部分及隧道施工方法
公开(公告)号：JP2012001899A
公开(公告)日：2012-01-05
申请号：JP2010135317
申请日：2010-06-14
申请人： Idea Consultants Inc , Ohbayashi Corp , イディアコンサルタント株式会社 , 株式会社大林組
发明人： MATOBA KAZUHIKO , KIRIYAMA SHIGEO , NAKAMURA SHIRO
IPC分类号： E21D11/10 , E21D9/06 , E21D9/12
摘要： PROBLEM TO BE SOLVED: To construct a tunnel ballast part by efficiently using excavated material removed when excavating the tunnel.SOLUTION: Fluidization-treated soil containing particles of 20 mm to 40 mm prepared by treating excavated material removed from a tunnelling site is placed on the bottom of a tunnel to construct a tunnel ballast part.
摘要翻译：要解决的问题：通过有效利用挖掘隧道时除去的挖掘材料来构建隧道压载部件。
解决方案：将通过处理从隧道位置移除的挖掘材料制备的含有20mm至40mm的颗粒的流化处理的土壤放置在隧道的底部以构成隧道压载部分。版权所有（C）2012，JPO＆INPIT

17. 发明专利

JP2011069082A Boring machine for pipe roof construction method coping with high water pressure 有权
标题翻译：用于高压水压管道屋顶施工方法的镗孔机
公开(公告)号：JP2011069082A
公开(公告)日：2011-04-07
申请号：JP2009220005
申请日：2009-09-25
申请人： Alpha Civil Engineering:Kk , Ohbayashi Corp , 株式会社アルファシビルエンジニアリング , 株式会社大林組
发明人： SAITO KIYOSHI , NAKAMURA TOSHIAKI , SUZUKA TAKUO , UEDA HISATERU , MATOBA KAZUHIKO , SAKAI EIJI , TOKIEDA NAOTO , SAKAKIBARA MASATAKA
IPC分类号： E21D9/06 , E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a boring machine for a pipe roof construction method, which can cope with high water pressure or the like and is high in safety.
SOLUTION: A front body 11a and a rear body 11b are connected to be foldable by a direction correcting jack 12. The front body 11a and the rear body 11b excluding the folded part are composed of steel pipes of the same outer diameter and material as a jacking steel pipe 21, and the open bulkhead 11c is integrally mounted to the front body 11a, and an excavating apparatus 13 including a cutter 13a and a soil removing pipe 14 is mounted to the opening of the open bulkhead 11c so as to be detached to the rear side. A soil removing steel pipe 15 opened at part of a sidewall is mounted to the rear end of the soil removing pipe 14, and a succeeding soil removing pipe 16 is connected to the opening of the soil removing steel pipe 15. A gate 17 intercepting the opening of the soil removing steel pipe 15 is provided in a longitudinally slidable manner, and a soil removing valve 19 for adjusting a soil removing pressure is provided in at the intermediate position of the succeeding soil removing pipe 16.
COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于管道屋顶施工方法的镗床，其可以应对高水压等并且安全性高。解决方案：前身11a和后体11b连接成能够被方向校正千斤顶12折叠。除了折叠部分之外的前身11a和后体11b由相同外径的钢管和作为起升钢管21的材料，开放隔板11c整体地安装在前主体11a上，并且包括切割器13a和除污管14的挖掘装置13安装在开放隔板11c的开口上，以便分离到后方。在除污管14的后端安装有在侧壁的一部分开口的污物去除钢管15，后面的除污管16连接到除污钢管15的开口。一个挡板17 除垢钢管15的开口设置成纵向可滑动的方式，并且在随后的除污管16的中间位置处设置有用于调节去污压力的去污阀19.权利要求（C ）2011，JPO＆INPIT

18. 发明专利

JP2011052404A Shield machine and excavation method using the same 有权
标题翻译：使用相同的屏蔽机和开孔方法
公开(公告)号：JP2011052404A
公开(公告)日：2011-03-17
申请号：JP2009200542
申请日：2009-08-31
申请人： Mitsubishi Heavy Industries Mechatronics Systems Ltd , Ohbayashi Corp , 三菱重工メカトロシステムズ株式会社 , 株式会社大林組
发明人： UEDA HISATERU , MATOBA KAZUHIKO , SASAKI YUKI , HISADA HIDETAKA , KATO YUKI , SUGIYAMA MASAHIKO
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a shield machine equipped with an obstacle cutting device capable of rotating faster than a cutter head, in the excavation of natural ground where the obstacle exists; and to provide an excavation method using the shield machine. SOLUTION: This shield machine 1 includes the cutting device 7 for cutting a drain material, and an engaging device 10 which can radially protrude from/recede into an outer peripheral edge of the cutter head 2. The cutting device 7 is equipped with an outer peripheral ring 12 which has an inner peripheral surface provided with a recess 23; and the engaging device 10 is equipped with a spoke 20 which has an end surface provided with a protrusion 22. The cutter head 2 and the outer peripheral ring 12 are integrated together by engaging the protrusion 22 of the spoke 20 with the recess 23 of the outer peripheral ring 12, so that the cutter head 2 and the outer peripheral ring 12 can be integrally rotated. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够在障碍物存在的自然地面的挖掘中配备能够比刀头快的旋转的障碍物切割装置的盾构机械; 并提供使用屏蔽机的挖掘方法。解决方案：该屏蔽机1包括用于切割排水材料的切割装置7，以及能够径向突出到后退到切割头2的外周边缘的接合装置10.切割装置7配备有具有设置有凹部23的内周面的外周环12; 并且接合装置10配备有具有设置有突起22的端面的轮辐20.刀头2和外周环12通过将轮辐20的突起22与凹部23接合而被一体化在一起外周环12，使得刀头2和外周环12可以一体地旋转。版权所有（C）2011，JPO＆INPIT

19. 发明专利

JP2011052402A Shield machine and excavation method using the same 有权
标题翻译：使用相同的屏蔽机和开孔方法
公开(公告)号：JP2011052402A
公开(公告)日：2011-03-17
申请号：JP2009200537
申请日：2009-08-31
申请人： Hitachi Zosen Corp , Ohbayashi Corp , 日立造船株式会社 , 株式会社大林組
发明人： UEDA HISATERU , MATOBA KAZUHIKO , SASAKI YUKI , HISADA HIDETAKA , KATO YUKI , SATO JOJI
IPC分类号： E21D9/06 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a shield machine equipped with a cutting device excellent in durability and capable of cutting an obstacle such as a drain material existing in a location scheduled to be excavated; and to provide an excavation method using the shield machine. SOLUTION: In this shield machine 1, the cutting device 8 for cutting the drain material is provided at the outer periphery-side end of each cutter head 6. The cutting device 8 includes: a plurality of cutting tips 12 for cutting the drain material; a conical rotator 13 which are fitted with the cutting tips 12; a motor 15 for rotating the rotator 13; and a drawing-in jack 11 for enabling the cutting device to protrude from/recede into a body of the cutter head 6 by making the motor 15 and the rotator 13 move forward/backward. The rotator 13 is arranged in such a manner that its peak is directed forward in a traveling direction. Each of the cutting devices 8 can independently protrude/recede, and can be independently driven. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：提供一种装备有耐久性优异并且能够切割存在于预定被挖掘的位置的排水材料的障碍物的切割装置的盾构机械; 并提供使用屏蔽机的挖掘方法。解决方案：在该屏蔽机1中，用于切割排水材料的切割装置8设置在每个切割头6的外周侧端。切割装置8包括：多个切割尖端12，用于切割排水材料; 锥形旋转器13，其配有切割刀片12; 用于旋转转子13的马达15; 以及通过使马达15和旋转体13向前/向后移动，使得切割装置能够使切割头6的主体突出/退回到刀头6的主体中的引入插座11。旋转体13以使其峰向行进方向前进的方式配置。每个切割装置8可以独立地突出/后退，并且可以独立地驱动。版权所有（C）2011，JPO＆INPIT

20. 发明专利

JP2008169692A Measuring device for sediment flow in chamber 有权
标题翻译：用于室内流动的测量装置
公开(公告)号：JP2008169692A
公开(公告)日：2008-07-24
申请号：JP2008090236
申请日：2008-03-31
申请人： Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , Ohbayashi Corp , 三菱重工地中建機株式会社 , 株式会社大林組
发明人： KANAI MAKOTO , MIKI KEIZO , GOTO MAKOTO , SAKAMOTO MASAAKI , NAKAYAMA MASAO , MATOBA KAZUHIKO , TANAKA JUNICHI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a measuring device capable of responding to a sudden change in properties of excavated ground. SOLUTION: An excavator 12 has a measuring device 10a for finding a flowing direction and a size of a mixture in a chamber 20. The measuring device 10a has a measuring rod 50 installed retractably to the chamber 20; and the flowing direction and the size of the mixture can be estimated from an amount of deformation of the measuring rod 50. On the other hand, a machine model of the chamber is set in advance, and a plurality of results of fluid analysis with visualized size, direction and distribution of the velocity in the chamber 20 are predetermined based on the viscosity of the mixture. Further, good correlations between the estimate obtained by the measuring device 10a and the results of the fluid analysis are selected; and the results of fluid analysis selected are considered as a state of flow at a time when the estimate is obtained. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够响应于挖掘的地面的突然变化的测量装置。解决方案：挖掘机12具有用于在腔室20中找到流动方向和混合物的尺寸的测量装置10a。测量装置10a具有可缩回地安装到腔室20的测量杆50; 并且可以从测量杆50的变形量估计混合物的流动方向和尺寸。另一方面，预先设置腔室的机器模型，并且将可视化的多个流体分析结果基于混合物的粘度预先确定室20内的速度的大小，方向和分布。此外，选择由测量装置10a获得的估计与流体分析的结果之间的良好相关性; 并且所选择的流体分析的结果被认为是在获得估计时的流动状态。版权所有（C）2008，JPO＆INPIT

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