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11. 发明专利

JP2007277905A Tunnel excavation method, construction method of tunnel entrance branch/confluent width expanding part using this method and tunnel entrance branch/confluent width expanding part constructed thereby 有权
标题翻译：隧道挖掘方法，隧道入口分支/结构宽度扩展部分的构造方法和隧道入口分支/混凝土宽度扩展部分构造
公开(公告)号：JP2007277905A
公开(公告)日：2007-10-25
申请号：JP2006104957
申请日：2006-04-06
申请人： Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , Toda Constr Co Ltd , 三菱重工地中建機株式会社 , 戸田建設株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , SHIMOZAKA KENJI , OTA MITSUHIKO , SUGIYAMA MASAHIKO , MURO NOBUAKI
IPC分类号： E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a tunnel entrance branch/confluent width expanding part, capable of securing maintenance of a social environment and a surrounding environment by restraining excavation surplus soil to a necessary minimum, capable of performing safety construction by minimizing influence on the surrounding ground, and capable of simplifying joining work by shortening a joining distance between a main track tunnel and an entrance tunnel.
SOLUTION: This construction method includes a process of connecting a U-shaped tunnel 18 and the main track tunnel 10 after the U-shaped tunnel 18 is approached in a state of straddling on the two main track tunnels 10 by a U-shaped shield machine, a process of constructing a top slab part 21 of the entrance tunnel 14 by placing concrete in the U-shaped tunnel 18, and a process of forming a branch/confluent width expanding part 16 by connecting to the main track tunnel 10 by constructing a residual skeleton 42 of the entrance tunnel 14 by excavating the natural ground under the top slab part 21.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种隧道入口分支/汇合宽度扩大部分的施工方法，其能够通过将挖掘剩余土壤限制在必要的最小值来确保社会环境和周围环境的维护，能够执行安全通过最小化对周围地面的影响的结构，能够通过缩短主轨道与入口隧道之间的连接距离来简化接合作业。解决方案：该构造方法包括在通过U形隧道18在跨越两个主轨道隧道10的状态下接近U形隧道18之后连接U形隧道18和主轨道10的过程。通过将混凝土置于U形通道18中来构造入口隧道14的顶部板坯部分21的过程，以及通过连接到主轨道隧道10形成分支/汇合宽度扩展部分16的过程通过在顶部板坯21下方挖掘自然地面，构筑入口隧道14的残余骨架42。（C）2008，JPO＆INPIT

12. 发明专利

JP2009108638A Falling-off preventive device of segment piece 有权
标题翻译：断层预防装置
公开(公告)号：JP2009108638A
公开(公告)日：2009-05-21
申请号：JP2007283924
申请日：2007-10-31
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： MATOBA KAZUHIKO , YOSHIDA KIMIHIRO , KAWAKAMI SUENOBU , SUGIYAMA MASAHIKO , NAKANO SATOSHI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a falling-off preventive device capable of surely supporting a segment piece even if suction force of a vacuum gripping device of an erector disappears. SOLUTION: This falling-off preventive device 15 of the segment piece 9 has a columnar rod 16 fitted to a hole 12 arranged in the segment piece 9, a collar part 17 arranged on the rod 16, extending in the radial direction of a tunnel 10 and abutting on a cutting face side connecting surface 11 of the segment piece 9 when fitting the rod 16 to the hole 12, and an inserting-extracting means 18 for inserting-extracting the rod 16 in the hole 12. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够可靠地支撑分段件的防脱落装置，即使垂直器的真空夹紧装置的吸力消失。解决方案：分段件9的防脱落装置15具有嵌合在布置在分段件9中的孔12上的柱状杆16，布置在杆16上的凸缘部17沿径向方向延伸在将杆16配合到孔12时将通道10抵接在分段件9的切割面侧连接面11上，以及插入取出机构18，用于将杆16插入到孔12中。版权所有（C）2009，JPO＆INPIT

13. 发明专利

JP2008106452A Tunnel excavating method 审中-公开
标题翻译：隧道掘进方法
公开(公告)号：JP2008106452A
公开(公告)日：2008-05-08
申请号：JP2006287827
申请日：2006-10-23
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 株式会社熊谷組
发明人： NISHIMURA KIYOAKI , OKADA TAKASHI , HIROSE TOSHIBUMI , KAWAGOE MASARU , HOKARI MINORU , TAKAHASHI YOSHIYUKI , SUGIYAMA MASAHIKO
IPC分类号： E21D11/10 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To solve a problem wherein a tunnel excavator cannot be advanced due to a drum cylinder being pressed by the pressure of the natural ground because the internal wall surface of a tunnel void part formed around the drum cylinder located in front of a spray nozzle is in an unsupported excavated state not supported by a timbering layer, in a conventional tunnel excavating method of forming the timbering layer on the internal wall surface of the tunnel void part located behind the drum cylinder.
SOLUTION: This tunnel excavating method uses the tunnel excavator 1 comprising the drum cylinder 2, a cutter head 3 provided on the front side of the drum cylinder and a jack 5 provided on the rear side of the drum cylinder, to excavate the natural ground 44 with the cutter head 3 by driving the cutter head while advancing the tunnel excavator 1 by the jack 5. The timbering layer 43 is formed by spraying a timbering material 6 to the internal wall surface 42 of the tunnel void part 41 formed between the rear end 10 of a peripheral edge part 9 of the cutter head 3 and the front end 12 of a peripheral edge part 11 of the drum cylinder 2.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了解决由于鼓筒被天然地面的压力挤压而导致隧道式挖掘机不能前进的问题，因为位于桶筒周围的鼓筒周围形成的隧道空隙部分的内壁表面通过在位于鼓筒后面的隧道空隙部分的内壁表面上形成木材层的常规隧道挖掘方法，喷嘴的前部处于未被木材层支撑的未支撑的挖掘状态。解决方案：该隧道挖掘方法使用包括鼓筒2的隧道式挖掘机1，设置在鼓筒前侧的刀头3和设置在鼓筒后侧的千斤顶5，以挖掘通过驱动刀头，同时通过千斤顶5使隧道挖掘机1前进，自然地面44与刀头3.木材层43通过将木材6喷涂到隧道空隙部分41的内壁表面42上而形成，刀头3的周边部分9的后端10和鼓筒2的周缘部分11的前端12.版权所有（C）2008，JPO＆INPIT

14. 发明专利

JP2008019591A Tunnel boring machine and tunnel boring method 有权
标题翻译：隧道掘进机和隧道钻孔方法
公开(公告)号：JP2008019591A
公开(公告)日：2008-01-31
申请号：JP2006191131
申请日：2006-07-12
申请人： Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , Nippon Civic Engineering Consultant Co Ltd , 三菱重工地中建機株式会社 , 日本シビックコンサルタント株式会社
发明人： OTSUKA TAKAYOSHI , TAYA MANABU , SUGIYAMA MASAHIKO , HOKARI MINORU
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a tunnel boring machine which can be simply switched by effectively using a screw conveyor, and a tunnel boring method.
SOLUTION: An earth pressure-balanced shield machine takes sediment excavated by a cutter head 3 into a cutter chamber 13, and excavates a tunnel while removing the sediment by using the screw conveyor 12. In the earth pressure-balanced shield machine, the tip of a screw auger 19 of the screw conveyor 12 can be protruded into the cutter chamber 13, and at least the tip side of a conveyor housing 17 for housing the screw auger 19 can be horizontally swung.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供可以通过有效地使用螺旋输送机简单地切换的隧道掘进机和隧道掘进方法。解决方案：土压力平衡式盾构机将由切割头3挖出的沉积物引入切割机室13，并通过使用螺旋输送机12挖出沉积物，挖掘隧道。在土压平衡盾构机中，螺旋输送机12的螺旋推运器19的尖端可以突出到切割器室13中，并且用于容纳螺旋推运器19的输送器壳体17的至少顶端侧可以水平摆动。版权所有（C）2008，JPO＆INPIT

15. 发明专利

JP2009235719A Shield machine and tunnel construction method 有权
标题翻译：屏蔽机和隧道施工方法
公开(公告)号：JP2009235719A
公开(公告)日：2009-10-15
申请号：JP2008081554
申请日：2008-03-26
申请人： Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , Toda Constr Co Ltd , 三菱重工地中建機株式会社 , 戸田建設株式会社
发明人： ASANO HITOSHI , UKEKAWA MAKOTO , SHIMOZAKA KENJI , OTA MITSUHIKO , SUGIYAMA MASAHIKO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine, capable of attaining reduction of construction period and reduction of construction cost by performing construction of a branch tunnel by one tunnel excavation and performing joining construction of a plurality of tunnels in a branch-merging part to a main tunnel, thereby simplifying the joining construction.
SOLUTION: The shield machine 10 includes a master shield machine 12 for excavating and forming a tunnel of a predetermined section, and a plurality of slave shield machines 13 capable of starting from the master shield machine 12. The master shield machine 12 includes a starting part 32 for the plurality of slave shield machines 14 on an outer circumferential part of a master machine surface plate 20 mounted with a cutter bit 18, and the slave shield machine 14 is configured as to allow excavation of the master shield machine 12 in a state where each slave machine surface plate 34 is mounted on the starting part 32 for the slave shield machine 14 of the master machine surface plate 20, to be assembled after stopping the excavation of the shield machine 12 by integrating a slave shield machine body to each slave surface plate 34, and to be started from the starting part 32 for the slave shield machine 14 of the master surface plate 20.
COPYRIGHT: (C)2010,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种能够通过一次隧道掘进进行分支隧道的施工而实现施工期间的缩短和施工成本的降低，并且在分支管路中进行多个隧道的接合结构，将部分合并到主隧道，从而简化了连接结构。解决方案：屏蔽机10包括用于挖掘和形成预定部分的隧道的主屏蔽机12，以及能够从主屏蔽机12启动的多个从屏蔽机13。主屏蔽机12包括在安装有刀头18的主机表面板20的外圆周部分上的多个从属屏蔽机14的起动部分32和从屏蔽机14被构造成允许主屏蔽机12的挖掘在主机表面板20的副屏蔽机14的起动部32上安装有各个从机表面板34的状态，通过将从属屏蔽机体与每个从表面板34，并从主表面板20的从属屏蔽机14的启动部分32启动。版权所有（C）2010，JPO＆INPIT

16. 发明专利

JP2009013674A Inner mold and tunnel excavator with the inner mold 有权
标题翻译：内部模具和隧道掘进机与内部模具
公开(公告)号：JP2009013674A
公开(公告)日：2009-01-22
申请号：JP2007176910
申请日：2007-07-05
申请人： Japan Railway Construction Transport & Technology Agency , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 独立行政法人鉄道建設・運輸施設整備支援機構
发明人： IIDA HIROOMI , NONOMURA MASAICHI , KAWACHI HIROTOMO , SUGIYAMA MASAHIKO , HOKARI MINORU , INOUE TOSHIFUMI , TAKAHASHI YOSHIYUKI
IPC分类号： E21D11/10 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide an inner mold which can effectively prevent assembled pieces from slipping out in the radially internal direction of the mold, and contributes to the further improved construction efficiency of a tunnel, and to provide a tunnel excavator with the inner mold.
SOLUTION: The inner mold W is for use in a tunnel construction method in which excavation is carried out while a lining wall is formed by annularly assembling the inner mold W along the peripheral wall of the tunnel excavated by the tunnel excavator, and almost continuously placing concrete in a space between the inner mold W and the peripheral wall of the tunnel in the construction field. The inner mold W is circumferentially divided into 12 pieces K1 to K6, B1 to B6 inclusive of key pieces, and divided surfaces of all the pieces K1 to K6, B1 to B6 face the almost center O of the inner mold W. Further at the time of assembling, the three key pieces K1, K3 and K5 can be assembled by an axial direction insertion system, while at the time of disassembling, the other three key pieces K2, K4 and K6 are detachable by an axial direction detaching system.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种能够有效地防止组装件在模具的径向内部滑动的内模，并且有助于进一步提高隧道的施工效率，并且提供一种隧道式挖掘机，内模。解决方案：内模W用于隧道施工方法，其中通过沿隧道挖掘机挖掘的隧道的周壁环形地组装内模W而形成衬里壁，进行挖掘，以及在施工现场几乎连续地将混凝土置于内模W与隧道周壁之间的空间内。内模具W被周向地分成包括键片在内的12个部件K1〜K6，B1〜B6，并且所有的部件K1〜K6，B1〜B6的分割面朝向内模W的大致中心O。组装时间可以通过轴向插入系统组装三个关键件K1，K3和K5，而在拆卸时，其他三个按键片K2，K4和K6可以通过轴向拆卸系统拆卸。版权所有（C）2009，JPO＆INPIT

17. 发明专利

JP2008303572A Propulsion method of tunnel excavator and reaction force support device for use in the method 有权
标题翻译：隧道掘进机的推进方法及其在该方法中的反应力支撑装置
公开(公告)号：JP2008303572A
公开(公告)日：2008-12-18
申请号：JP2007150479
申请日：2007-06-06
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 株式会社熊谷組
发明人： NISHIMURA KIYOAKI , OKADA TAKASHI , HIROSE TOSHIBUMI , AZEDAKA SHINICHI , KAWAGOE MASARU , SUGIYAMA MASAHIKO , HOKARI MINORU , TAKAHASHI YOSHIYUKI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a propulsion method of a tunnel excavator, easily obtaining excavating reaction force and propulsion reaction force of the tunnel excavator. SOLUTION: This propulsion method uses a plurality of reaction force support devices 10 for obtaining reaction force in propelling the tunnel excavator 1 by the frictional force between an outer peripheral surface 33, a tunnel cavity part 31 and an inner surface 32. The plurality of reaction force support devices are installed in the longitudinal direction in a tunnel cavity part along the propulsion direction of the tunnel excavator, and the front and rear reaction force support devices are connected to each other to construct a reaction force support structure 53. After the tunnel excavator is propelled by the frictional force between the outer peripheral surface of the reaction force support device of the reaction force support structure and the inner surface of the tunnel cavity part, the reaction force support device at the rear end of the reaction force support structure is disconnected and moved to the front of the reaction force support structure. The forward moved reaction force support device and the reaction force support device at the front end of the reaction force support structure are connected to each other to construct a new reaction force support structure 53, and the new reaction force support structure is used to propel the tunnel excavator. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供隧道挖掘机的推进方法，容易获得隧道挖掘机的挖掘反作用力和推进反作用力。解决方案：该推进方法使用多个反作用力支撑装置10，用于通过外周表面33，隧道腔部分31和内表面32之间的摩擦力获得推进隧道挖掘机1的反作用力。多个反作用力支撑装置沿着隧道挖掘机的推进方向在隧道空腔部分中沿长度方向安装，并且前后反作用力支撑装置彼此连接以构成反作用力支撑结构53.之后隧道挖掘机由反作用力支撑结构的反作用力支撑装置的外周面与隧道空腔部分的内表面之间的摩擦力推动，反作用力支撑件后端的反力支撑装置结构断开并移动到反作用力支撑结构的前部。反作用力支撑装置前方的反作用力支撑装置和反作用力支撑装置相互连接构成新的反作用力支承结构53，新的反作用力支承结构用于推进隧道挖掘机。版权所有（C）2009，JPO＆INPIT

18. 发明专利

JP2008106456A Tunnel excavator 审中-公开
标题翻译：隧道挖掘机
公开(公告)号：JP2008106456A
公开(公告)日：2008-05-08
申请号：JP2006287951
申请日：2006-10-23
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , 三菱重工地中建機株式会社 , 株式会社熊谷組
发明人： NISHIMURA KIYOAKI , OKADA TAKASHI , HIROSE TOSHIBUMI , KAWAGOE MASARU , HOKARI MINORU , TAKAHASHI YOSHIYUKI , SUGIYAMA MASAHIKO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To solve a problem wherein a tunnel excavator cannot be advanced due to a drum cylinder being pressed by the pressure of the natural ground in a conventional tunnel excavator because the internal wall surface of a tunnel void part formed around the drum cylinder located in front of a spray nozzle is in an unsupported excavated state not supported by a timbering layer.
SOLUTION: The tunnel excavator comprises the drum cylinder 2, a cutter head 3 provided on the front side of the drum cylinder 2 and a jack 5 provided on the rear side of the drum cylinder 2, and excavates the natural ground 44 with the cutter head 3 by rotationally driving the cutter head 3 while advancing by the drive of the jack 5, wherein the spray nozzle 32 for spraying a timbering material to the internal wall surface 42 of the tunnel void part 41 formed between the rear end 10 of a peripheral edge part 9 of the cutter head 3 and the front end 12 of a peripheral edge part 11 of the drum cylinder 2 is provided at the front end 45 close to the peripheral edge part 11 of the drum cylinder 2 which is a nonrotating part.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：解决的问题：为了解决由于在现有的隧道式挖掘机中由于鼓筒被天然地面的压力而被压制的隧道式挖掘机不能提前的问题，因为隧道式空心部分的内壁面形成在位于喷嘴前面的鼓筒处于未被木材层支撑的未支撑的挖掘状态。解决方案：隧道挖掘机包括鼓筒2，设置在鼓筒2的前侧的切割头3和设置在鼓筒2的后侧上的千斤顶5，并且将天然地面44与刀头3通过旋转地驱动刀头3，同时通过千斤顶5的驱动而前进，其中喷射喷嘴32用于将木材材料喷射到形成在隧道空隙部分41的内壁表面42之间，刀头3的周缘部9和鼓筒2的周缘部11的前端12设置在前端45处，靠近鼓筒2的周缘部11，滚筒2是作为非旋转部。版权所有（C）2008，JPO＆INPIT

19. 发明专利

JP2007327246A Tunnel excavator and tunnel excavation method 有权
标题翻译：隧道掘进机和隧道掘进方法
公开(公告)号：JP2007327246A
公开(公告)日：2007-12-20
申请号：JP2006159275
申请日：2006-06-08
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： SUGIYAMA MASAHIKO , TAKAHASHI YOSHIYUKI , MIKI KEIZO , SAKAMOTO MASAAKI
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a tunnel excavator with high construction efficiency, which smoothly excavates a boulder ground in spite of the fact that the excavator has a spoke type cutter head, and also to provide a tunnel excavating method.
SOLUTION: This tunnel excavator takes in the soil excavated by a spoke type cutter head 4 into a cutter chamber 14, and excavates a tunnel while discharging the soil by a soil discharging device such as a screw conveyor 13. The cutter head 3 is supported on the front of the body 1 of the excavator rotatably and movably in the excavating direction. A rock drill 16 for crushing a gravel (boulder) W fixedly held by a bulk head 2 and the cutter head 3 is attached to the bulk head 2 demarcating the cutter chamber 14 between the cutter head 3 and itself.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了提供一种施工效率高的隧道挖掘机，尽管挖掘机具有轮辐式切割头，并且还提供隧道挖掘方法，但是平滑地挖掘一块巨石地面。
解决方案：该隧道式挖掘机将由轮辐式刀头4挖掘的土壤进入切割器室14，并且通过诸如螺旋输送机13之类的排污装置排出土壤时挖掘隧道。切割头3 在挖掘方向上可旋转地且可移动地支撑在挖掘机的主体1的前部。用于破碎由主体头2固定的砾石（巨石）W的凿岩机16和刀头3被附着到在切割头3与自身之间划分切割器腔14的散装头2。版权所有（C）2008，JPO＆INPIT

20. 发明专利

JP2007308952A Elector device and tunnel excavator 审中-公开
标题翻译：选矿设备和隧道掘进机
公开(公告)号：JP2007308952A
公开(公告)日：2007-11-29
申请号：JP2006138523
申请日：2006-05-18
申请人： Mitsubishi Heavy Industries Tunneling Machinery & Geotechnology Co Ltd , Taisei Corp , 三菱重工地中建機株式会社 , 大成建設株式会社
发明人： SUGIYAMA MASAHIKO , KAMIMURA JOJI , TAKEUCHI YOJI , SHIMADA TETSUJI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide an erector device which is light in weight, small in foot print, and can mount thereon an auxiliary device such as a shape retaining device, and to provide a tunnel excavator.
SOLUTION: In the erector device 17 which functions to assemble segments S into a ring on the internal wall surface of a tunnel, a rotary ring 20 which is rotatably supported by an excavator body 1 along a tunnel circumferential direction is provided with a holding grip 25 and an expansion device 28. The holding grip 25 is supported movably in a tunnel radial direction and functions to hold the segment S. The expansion device 28 is located on a side radially opposite to the holding grip 25 in a manner of being expandable and contractible in the tunnel radial direction. Thus the tip of an ascending/descending rod 32 of the expansion device 28 functions to press the segment S.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种重量轻，脚印印刷的竖立装置，并且可以在其上安装诸如形状保持装置的辅助装置，并且提供隧道挖掘机。解决方案：在用于将段S组装到隧道的内壁表面上的环中的竖立装置17中，沿着隧道圆周方向由挖掘机主体1可旋转地支撑的旋转环20设置有保持把手25和膨胀装置28.保持把持件25以隧道径向方式可移动地支撑，并且用于保持段S.膨胀装置28位于与保持把手25径向相对的一侧，其方式为在隧道径向可膨胀和收缩。因此，膨胀装置28的上升/下降杆32的尖端用于按压段S.版权所有：（C）2008，JPO＆INPIT

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