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1. 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

2. 发明专利

JP2004250889A Boring machine 有权
公开(公告)号：JP2004250889A
公开(公告)日：2004-09-09
申请号：JP2003039880
申请日：2003-02-18
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 , YUGUCHI MASAKI , OHATA YUTAKA , UEDA KENRO , KADOTA KATSUMI , ITO HIROYUKI , SUGIMORI MAKOTO , OZAKI MASAYA
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To provide a boring machine which smoothly constructs a tunnel with a deformed section having a simple structure while ensuring stability in the forward direction of the boring machine. SOLUTION: The boring machine 1 equipped with a plurality of oscillating cutters 2 molded in a spindle-shape in plan view and a fixed cutter 5 excavating an unexcavated section 4 incapable of being excavated by the oscillating cutters 2 ensures the forward direction of the boring machine 1 so that excavation extents of a plurality of oscillating cutters 2 can't be overlapped and that a plurality of oscillating cutters 2 can't be oscillated in the same direction. The excavation cutting is efficiently carried out by adjacently installing cutting bodies with different shapes and different heights up to a bedrock. COPYRIGHT: (C)2004,JPO&NCIPI

3. 发明专利

JP2004211485A Shield machine 有权
公开(公告)号：JP2004211485A
公开(公告)日：2004-07-29
申请号：JP2003002013
申请日：2003-01-08
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 , MAMIYA MASAHIRO , TANABE KIYOSHI , YUGUCHI MASAKI , ITO HIROYUKI , KADOTA KATSUMI
IPC分类号： E21D9/087 , E21D9/08
摘要： PROBLEM TO BE SOLVED: To provide a shield machine for constructing a deformed cross-sectional shield while securing stability of a working face and the advancing direction of the shield machine. SOLUTION: This shield machine 1 having, for example, two rocking cutters 3 so as to sandwich a rotary board 2 is manufactured. The rocking cutters 3 are bent in a boomerang shape so as to have two wing parts 30, and are rocked by expanding operation of a jack 31 with a journal part 32 as the center. While mutually rocking the two rocking cutters 3 in the opposite direction, the shield machine 1 is advanced by rotating the rotary board 2. An unexcavated part 6 is excavated by an expandable cutter 22, and a filling material 41 is filled in an excessively excavated part 7, and while securing a planning excavation cross-sectional line 5, a deformed cross-sectional shield tunnel can be constructed. COPYRIGHT: (C)2004,JPO&NCIPI

4. 发明专利

JP2003138875A SHIELD DRIVING MACHINE 审中-公开
公开(公告)号：JP2003138875A
公开(公告)日：2003-05-14
申请号：JP2002329402
申请日：2002-11-13
申请人： TAISEI CORP , ISHIKAWAJIMA HARIMA HEAVY IND
发明人： KANEKO KENICHI , HINO TAKASHI , IIJIMA TOMOYA , UEHARA TOSHIAKI , KADOTA KATSUMI , YOSHIDA YUZURU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a shield driving machine capable of inexpensively constructing a large-diameter tunnel and a small-diameter tunnel from a starting shaft. SOLUTION: A separable and self-contained small-diameter shield driving part 2 is integrated at the center of a large-diameter shield driving machine 1 to form a driving machine, and the driving machine is brought in the starting shaft 38. After a tunnel 47 is constructed through the use of the driving machine, the small-diameter shield driving part 2 of the driving machine is pulled to the inside of the machine and returned to the location of the starting shaft 38 via the tunnel 47 in the shield driving machine. The small-diameter shield driving part 2 is provided in a shield frame 7 of the large-diameter shield driving machine 1 in such a way as to be pulled to the inside of the machine. A small- diameter cutter head 21 smaller in diameter than the small-diameter shield driving part 2 is rotation-freely provided for the small-diameter shield driving part 2. The small-diameter cutter head 21 is provided with a large-diameter cutter head 4 for performing excavation in front of the large-diameter shield driving machine 1. The small-diameter shield driving part 2 is provided with a drive device 11 for rotating the small-diameter cutter head 21.

5. 发明专利

JPH09242479A EARTH REMOVING DEVICE OF SHIELDING EXCAVATION PROPELLING MACHINE 失效
公开(公告)号：JPH09242479A
公开(公告)日：1997-09-16
申请号：JP7952896
申请日：1996-03-07
申请人： TAISEI CORP , ISHIKAWAJIMA HARIMA HEAVY IND
发明人： MORITA TAIJI , MOCHIZUKI OSAMU , WATANABE OSAMU , MIZUNO NAOSUKE , KADOTA KATSUMI
IPC分类号： E21D9/12
摘要： PROBLEM TO BE SOLVED: To secure a work passage in a tunnel by carrying out earth and sand pulled out by plural screw conveyors up to the shaft outside after being merged into a single screw conveyor. SOLUTION: Taking-in ports on one ends of plural pulling-out screw conveyors 3 are opened in a partition wall 2 outside of a shaft of a cutter chamber. The other ends of this pulling-out screw conveyor 3 group are gathered to one place, and one end of a single merging screw conveyor 5 is arranged in this gathering position, and the other end of this merging screw conveyor 5 is extended toward the pile outside. Excavated earth and sand are taken in the cutter chamber, and the earth and sand being taken in are discharged outside by the screw conveyors 3 and 5. Therefore, since a large number of earth removing pipe groups do not occupy a space on the inside of a tunnel in the rear of a shielding excavation propelling machine, a wide work passage can be secured.

6. 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

7. 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

8. 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）

9. 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

10. 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

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