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1. 发明专利

JP2005105686A Master-slave shield machine 有权
标题翻译：主从屏蔽机
公开(公告)号：JP2005105686A
公开(公告)日：2005-04-21
申请号：JP2003340883
申请日：2003-09-30
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , Tokyo Metro Co Ltd , 大成建設株式会社 , 東京地下鉄株式会社 , 石川島播磨重工業株式会社
发明人： YAHAGI SHUICHI , FUJIKI IKUO , IRIE KENJI , OISHI TAKASHI , KANEKO KENICHI , HASHIMOTO ISAO , KADOTA KATSUMI , SUGIMORI MAKOTO
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a master-slave shield machine capable of eccentrically starting a slave shield machine in relation to a master shield machine with a simple constitution.
SOLUTION: A slave shield frame 5 of the slave shield machine 4 is eccentrically and slidably stored in the shaft direction in a master shield frame 3 of the master shield machine 2. An inner peripheral cutter 10 for the slave shield machine 4 is movably arranged in the eccentric direction of both frames 3 and 5 in the slave shield frame 5. The slave shield frame 5 is eccentrically stored in advance in the master shield frame 3, and the inner peripheral cutter 10 of the slave shield machine 4 is moved in the eccentric direction, to thereby eccentrically start the slave shield machine 4 to the master shield machine 2 with a simple constitution, by being used also as a driving part of the outer peripheral cutter 33 for the master shield machine 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够以简单的结构相对于主屏蔽机器偏心启动从屏蔽机的主从屏蔽机。解决方案：从屏蔽机4的从屏蔽框架5在主屏蔽机2的主屏蔽框架3中沿轴向偏心地可滑动地存储。用于从屏蔽机4的内周切割器10是可移动地布置在从屏蔽框架5中的两个框架3和5的偏心方向上。从屏蔽框架5预先偏心地存储在主屏蔽框架3中，并且从屏蔽机器4的内周切割器10移动在偏心方向上，通过也用作主屏蔽机2的外周切割器33的驱动部分，以简单的结构将副屏蔽机4偏心地启动到主屏蔽机2。（C）2005，JPO＆NCIPI

2. 发明专利

JP2004346664A Dividable caisson, and method of constructing large cross-sectional tunnel using the dividable caisson 有权
公开(公告)号：JP2004346664A
公开(公告)日：2004-12-09
申请号：JP2003146830
申请日：2003-05-23
申请人： Ishikawajima Constr Materials Co Ltd , Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島建材工業株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , OTA MITSUHIKO , YUGUCHI MASAKI , OHATA YUTAKA , UEDA KENRO , KADOTA KATSUMI , ITO HIROYUKI , SAKUMA YUJI , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI
IPC分类号： E21D13/02 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a method of constructing a large cross-sectional tunnel having shallow overburden.
SOLUTION: According to the method the large cross-sectional tunnel is constructed by developing an excavated groove 2 having a rectangular cross section in the ground, and setting the dividable caisson 1 consisting of an upper floor slab-forming trapezoidal column body 10, a lower floor slab-forming trapezoidal column body 11, and dividable caisson right and left column bodies 12, 13, in the excavated groove 2. The upper slab-forming trapezoidal column body constitutes part of an upper floor slab 15 and its longer bottom side forms an upper surface of the upper floor slab 15 in a cross section obtained by cutting the dividable caisson 1 perpendicularly to a cylindrical axis. The lower floor slab trapezoidal column body constitutes part of a lower floor slab 16 and its longer bottom side forms a lower surface of the lower floor slab 16 in the cross section obtained by cutting the dividable caisson 1 perpendicularly to the cylindrical axis. The dividable caisson right and left column bodies constitute the dividable caisson 1 after removing the upper and lower floor slab trapezoidal column bodies 10, 11.
COPYRIGHT: (C)2005,JPO&NCIPI

3. 发明专利

JP2006118212A Tunnel, large cross-sectional tunnel and construction method of tunnel 审中-公开
标题翻译：隧道，大跨隧道及隧道施工方法
公开(公告)号：JP2006118212A
公开(公告)日：2006-05-11
申请号：JP2004307181
申请日：2004-10-21
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , KOYANAGI YOSHIRO , NISHIKAWA MITSURU , KADOTA KATSUMI , SUGIMORI MAKOTO , OZAKI MASAYA
IPC分类号： E21D13/02
摘要： PROBLEM TO BE SOLVED: To propose a tunnel, a large cross-sectional tunnel, and a construction method of the tunnel, capable of economically coping with a free linear shape. SOLUTION: This large cross-sectional tunnel 1 is constructed by using a plurality of tunnels T having a first section SA for constructing the predetermined extension starting from a pit mouth by a pipe jacking method and a residual second section SB including a curved part constructed by a shield construction method. Clearance s2 of the mutual respective tunnels T in the second section SB is formed larger than clearance s1 of the mutual respective tunnels T in the first section SA. COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提出隧道，大截面隧道和隧道施工方法，能够经济地应对自由线性形状。解决方案：这种大的横截面通道1是通过使用具有第一部分SA的多个隧道T构成的，该第一部分SA用于通过管顶方法从坑口开始构造预定的延伸，并且残余的第二部分SB包括弯曲部分由盾构施工方法构成。第二部分SB中的相互对应的隧道T的间隙s2形成为大于第一部分SA中的相互相应的隧道T的间隙s1。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2005240362A Divided caisson and method of constructing great-section tunnel 有权
标题翻译：分开的CAISSON和构造大型隧道的方法
公开(公告)号：JP2005240362A
公开(公告)日：2005-09-08
申请号：JP2004049790
申请日：2004-02-25
申请人： Ishikawajima Constr Materials Co Ltd , Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島建材工業株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO , HATTORI YOSHIFUMI , KADOTA KATSUMI , SUGIMORI MAKOTO , OZAKI MASAYA , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI
IPC分类号： E21D9/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a divided caisson for requiring a less number of divided caisson structural members to be removed when constructing a lining body consisting of the divided caissons, and to provide a method of constructing a great-section tunnel.
SOLUTION: Four faces constituting the outer peripheral face of the divided caisson 1 in a hollow rectangular or square cross section intersect one another into a reticular pattern in the state that a plurality of plate beam members 2 have thin faces directed to the outer peripheral face. The used divided caisson 1 has four faces at least one of which is covered with a plate face member 3. The plurality of divided caissons 1 each having four faces all covered with the plate face members 3 are installed in the direction of a tunnel to construct a preceding divided caisson train. On the outer peripheral face of the preceding divided caisson train, a following divided caisson train consisting of the divided caissons 1 having no plate face members 3 are constructed in parallel to the preceding divided caisson train. The following divided caisson trains are sequentially provided in parallel to the previously constructed divided caisson train to construct a lining body 10 consisting of the divided caisson trains and then to construct the great-section tunnel 7.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种分割的沉箱，用于在构造由分开的沉箱构成的衬里体时需要较少数量的分解的沉箱结构构件，并且提供构造大截面隧道的方法。解决方案：在中空的矩形或正方形横截面中构成分开的沉箱1的外周面的四个面在多个板梁构件2具有指向外部的薄面的状态下彼此相交成网状图案外围脸。所使用的分开的沉箱1具有四个面，其中至少一个被板面构件3覆盖。具有四个面都被板面构件3覆盖的多个分开的沉箱1安装在隧道的方向上以构成前一条分开的沉箱火车。在前述分配的沉箱列车的外周面上，由具有不具有板面构件3的分开的沉箱1组成的以下分开的沉箱列车与前述分配的沉箱列车平行地构成。以下划分的沉箱列车与先前构造的分开的沉箱列车相平行地构成由构成分段的沉箱列车构成的衬里体10，然后构成大截面的隧道7.版权所有（C）2005， JPO＆NCIPI

5. 发明专利

JP2005200875A Divided box body and construction method for underground three dimensional intersection 有权
标题翻译：用于地下三维尺寸分析的分体箱体和构造方法
公开(公告)号：JP2005200875A
公开(公告)日：2005-07-28
申请号：JP2004006517
申请日：2004-01-14
申请人： Ishikawajima Constr Materials Co Ltd , Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島建材工業株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , OTA MITSUHIKO , YUGUCHI MASAKI , OHATA YUTAKA , HATTORI YOSHIFUMI , KADOTA KATSUMI , ITO HIROYUKI , OZAKI MASAYA , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI
IPC分类号： E21D9/06 , E02D29/05
摘要： PROBLEM TO BE SOLVED: To provide a construction method for an underground three dimensional intersection and divided box bodies capable of being efficiently constructed by making a temporary construction method vary every depth in the extension of the underground three dimensional intersection.
SOLUTION: A supporting 20 is constituted of a shaft construction process, a lower step construction process placing the divided box bodies 2 of a lower step 21 side by side by using a closed type shield boring machine 12 of constructions of the supporting 20 consisting of a plurality of divided box bodies 2 in multiple steps and each step, and in the construction of an upper step 22, the box bodies of both ends are only installed in an extended section from the ground to a predetermined depth by an open shield machine 11, a range held between the box bodies carries out cut and cover tunneling work, the divided box bodies 2 are arranged in an extended section from the ground to the predetermined depth by the open shield machine 11, an upper step construction process arranging the divided box bodies 2 in an extended section up to the deepest section by the closed type shield machine 12, and the underground three dimensional intersection consisting of a tunnel 4 having a large cross section is constructed while taking advantage of the supporting 20.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一种能够通过临时构造方法有效构造的地下三维交叉点和分割箱体的施工方法，在地下三维交叉口的延伸部中的每个深度都变化。
解决方案：支撑件20由轴构造工艺，下阶段施工工艺构成，通过使用支撑件20的构造的封闭式屏蔽镗床12将下台阶21的分割箱体2并排放置由多个分段的箱体2组成，多个台阶和每个台阶，并且在上台阶22的结构中，两端的箱体仅通过开口的屏蔽件从地面延伸到预定深度的延伸部分机器11中，箱体之间保持的范围进行切割和覆盖隧道工作，分割箱体2通过开放式盾构机11从地面延伸到预定深度的延伸部分，上部阶段施工过程将通过封闭型屏蔽机12延伸到最深部分的分割箱体2和由具有大十字形的隧道4组成的地下三维交点（C）2005年，JPO和NCIPI（C）

6. 发明专利

JP2005030102A Shield machine 审中-公开
标题翻译：屏蔽机
公开(公告)号：JP2005030102A
公开(公告)日：2005-02-03
申请号：JP2003271980
申请日：2003-07-08
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , TAKASE YOSHIYUKI , SUZUKI KURAO , FUJITANI TOSHIMI , HASHIMOTO SATOSHI , KADOTA KATSUMI , SUGIMORI MAKOTO , OZAKI MASAYA
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To provide a shield machine capable of sufficiently agitating and improving excavating sediment in a chamber into soil suitable for earth removal, by adjusting a rotating speed of an agitating blade, without being influence by rotation of a cutter.
SOLUTION: This shield machine 1a has the cutter 10, and a cylindrical body part 20 having a driving means 30 of the cutter 10; and is constituted so as to take the excavating sediment in the chamber 22 formed between the cutter 10 and a partition wall 21 of the cylindrical body part 20; and has an agitating means 40 for agitating the excavating sediment in the chamber 22, and a screw conveyor (an earth removing means) 23 for discharging the excavating sediment from the inside of the chamber 22. The agitating means 40 is composed of a fixed shaft 41 installed on a rear surface 12 of the cutter 10, and an outer motor (a hydraulic motor) 44 capable of rotating an output part 43 having the agitating blade 42 on the periphery, around the fixed shaft 41.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够通过调节搅拌叶片的转速而不受切割器旋转的影响而足够地搅拌和改善室内的挖掘沉积物到适于除尘的土壤中的盾构机。解决方案：该屏蔽机1a具有切割器10和具有切割器10的驱动装置30的圆筒体部20; 并且构成为将切屑10与筒状体部20的分隔壁21之间形成的室22内的挖掘泥沙取出; 并且具有用于搅拌室22中的挖掘沉积物的搅拌装置40和用于从室22的内部排放挖掘沉淀物的螺旋输送机（排土装置）23。搅拌装置40由固定轴安装在切割器10的后表面12上的外部马达（液压马达）44，以及能够围绕固定轴41使具有搅拌叶片42的输出部43旋转的固定轴41。 C）2005，JPO＆NCIPI

7. 发明专利

JP2004316115A Shield machine and excavation method for ground by using the same 有权
公开(公告)号：JP2004316115A
公开(公告)日：2004-11-11
申请号：JP2003108166
申请日：2003-04-11
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , OTA MITSUHIKO , YUGUCHI MASAKI , OHATA YUTAKA , UEDA KENRO , KADOTA KATSUMI , NAKAJIMA YOSHITO , SUGIMORI MAKOTO , OZAKI MASAYA
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield machine and an excavation method for a ground by using the same capable of constructing a tunnel with high tunnel height under conditions of a shallow overburden.
SOLUTION: The shield machine 1 for excavating the ground comprises an enclosed lower stage section 2 equipped with an excavation cutter 21 on the front and an opened upper stage section 3 at least opening the front, and it is characterized that the upper stage section includes a slide type eaves section 31 and a slide type side wall section 32. It is preferred that the upper stage section can be projected in the boring direction rather than the lower stage section. Earth retaining plates 41 parallel arranged at an interval are erected, a cutting earth retaining body 4 formed by connecting them with an interval holding member 42 is detachably placed on the ceiling of the upper stage section.
COPYRIGHT: (C)2005,JPO&NCIPI

8. 发明专利

JP2004052230A Corner cutter structure 有权
标题翻译：角切割结构
公开(公告)号：JP2004052230A
公开(公告)日：2004-02-19
申请号：JP2002206711
申请日：2002-07-16
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： KOBAYASHI NOBUAKI , KOBAYASHI KOTARO , NAKANE TAKASHI , KADOTA KATSUMI
IPC分类号： E21D9/087 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide an inexpensive corner cutter structure capable of lessening an uncut part as much as possible. SOLUTION: A rotary end cutter 8 is installed at the end of a corner having an excavated section. Two adjoining cutters 9 reversely rotated synchronously and arranged adjacently to each other so that mutual excavating tracks 11, 12 overlap with each other on the same plane with the end cutter 8, are arranged to have a substantially L-shaped form around the end cutter 8 as the center and further, arranged so as to overlap mutual excavating tracks 12, and a part of each adjoining cutter 9 is formed short so as not to mutually interfere. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种能够尽可能地减少未切割部分的便宜的角铣刀结构。解决方案：旋转端铣刀8安装在具有挖掘部分的角落的端部。两个邻接的切割器9同步地相反地相互旋转并且彼此相邻布置，使得相同的挖掘轨道11,12在与端部切割器8相同的平面上彼此重叠，被布置成围绕端部切割器8具有大致L形的形状作为中心并且进一步布置成与相互挖掘的轨道12重叠，并且每个邻接的切割器9的一部分形成得较短，以便不相互干扰。版权所有（C）2004，JPO

9. 发明专利

JP2003314195A Excavator and method for constructing large cross- section tunnel using the same 有权
标题翻译：用于构造大型交叉隧道的挖掘机和方法
公开(公告)号：JP2003314195A
公开(公告)日：2003-11-06
申请号：JP2002122940
申请日：2002-04-24
申请人： Ishikawajima Harima Heavy Ind Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , OTA MITSUHIKO , HIRANO ITSUO , NOUSHIYU HARUO , KADOTA KATSUMI
IPC分类号： E21D9/087 , E21D9/06 , E21D9/08 , E21D11/10 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a method for constructing a large cross-section tunnel with high rigidity and good workability, by employing an excavator having a simple machine structure. SOLUTION: The excavator 10 employed in the method has an almost rectangular cross section and upper and lower surfaces which are formed like arcuate convex surfaces, and carries out excavation in the ground so as to form a cross section conforming to an outer shell 20 thereof, followed by setting propelling pipes 50, to thereby construct cells 2a to 2j. Then, the cells 2a to 2j are adjacently arranged in the horizontal and vertical directions to form a cell group. Further, a form 70 is set in the cell group in a manner conforming to an internal cross-sectional profile of the large cross-section tunnel 1, and concrete 72 is poured in the form 70, followed by removing the form 70 and the cells inside the form, to thereby construct the large cross-section tunnel 1. COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种用于构造具有高刚性和良好加工性的大截面隧道的方法，通过采用具有简单的机器结构的挖掘机。解决方案：该方法中采用的挖掘机10具有几乎矩形的横截面，上表面和下表面形成为弧形凸面，并且在地面中进行挖掘以形成与外壳相符的横截面 20，然后设置推进管道50，从而构造单元2a至2j。然后，在水平和垂直方向上相邻地设置单元2a至2j以形成单元组。此外，以与大截面通道1的内部截面轮廓一致的方式将电池组中的形式70设置在电池组中，并将混合物72注入到形式70中，然后将形式70和电池内部形式，从而构成大截面隧道1.版权所有（C）2004，JPO

10. 发明专利

JP2005200860A Construction method for tunnel with large cross section 有权
标题翻译：隧道隧道施工方法
公开(公告)号：JP2005200860A
公开(公告)日：2005-07-28
申请号：JP2004006078
申请日：2004-01-13
申请人： Ishikawajima Constr Materials Co Ltd , Ishikawajima Harima Heavy Ind Co Ltd , Kidoh Construction Co Ltd , Taisei Corp , 大成建設株式会社 , 機動建設工業株式会社 , 石川島建材工業株式会社 , 石川島播磨重工業株式会社
发明人： KANEKO KENICHI , OTA MITSUHIKO , YUGUCHI MASAKI , OHATA YUTAKA , UEDA KENRO , KADOTA KATSUMI , SUGIMORI MAKOTO , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI , NAKANO MASAAKI , ARAKI DAISUKE
IPC分类号： E21D9/04 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a tunnel with a large cross section constructing the tunnel with the large cross section capable of making a rectangular propulsive pipe as an earth retaining and forming a certain cut-off structure between the arranged rectangular propulsive pipes to install a plurality of rectangular propulsive pipes.
SOLUTION: A lining body is constituted of a preceding propulsive pipe installation process installing the rectangular propulsive pipe 3 in the ground while developing an excavated hole for the propulsive pipe equipped with a widening section 81 by using an excavator 1 projecting a ground cutting widening bit 11 to the outline thereof, a backing material injection process injecting a backing material 5 in the widening section 81, a backward moving propulsive installation process installing the rectangular propulsive pipe placed while in parallel with the preceding rectangular propulsive pipe 31 while pulling a bag body 2 into a cutting section 82 by using the excavator 1 projecting the backing material cutting widening bit 12 to the outline thereof to constitute the cutting section 82 by cutting a part of the widening section 81 filled with the backing material 5 and a bag body injection process injecting grout 6 in the bag body 2.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有大截面的隧道的施工方法，其具有能够制造矩形推进管作为地面的大截面的隧道，并在其间形成一定的截止结构布置矩形推进管，以安装多个矩形推进管。解决方案：衬里体由前面的推进管安装过程构成，该方法将矩形推进管3安装在地面上，同时通过使用突出切削刃的挖掘机1显影用于具有加宽部81的推进管的挖掘孔在其轮廓上加宽钻头11，在加宽部分81中注入背衬材料5的背衬材料注射过程，安装与前述矩形推进管31平行放置的矩形推进管的向后移动推进安装过程，同时拉动袋通过使用将背衬材料切割加宽钻头12突出到其轮廓上的挖掘机1切割成填充有背衬材料5的加宽部分81的一部分和袋体注入而构成切割部分82的切割部分82 在袋体2中处理注浆浆6。版权所有（C）2005，JPO＆NCIPI

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