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1. 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

2. 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）

3. 发明专利

JP2005105695A Tunnel construction method 有权
标题翻译：隧道施工方法
公开(公告)号：JP2005105695A
公开(公告)日：2005-04-21
申请号：JP2003341138
申请日：2003-09-30
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 , SUGIMORI MAKOTO , OZAKI MASAYA , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI
IPC分类号： E21D9/02 , E02D29/05 , E21D9/06 , E21D9/087 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a tunnel construction method for constructing an approach section ranging from a ground without the need for constructing a shaft.
SOLUTION: The tunnel construction method comprises a start section construction step of constructing a start section where a shield machine 1 starts, an approach section initial construction step of using a heavy machine 3 for drilling the ground on the upper side of the ceiling of the shield machine 1 which digs obliquely downward from the start section and of installing a segment 4 with its sectionally rectangular upper part opened in a range up to a preset depth and installing a sectionally rectangular segment 4 in a range deeper than the preset depth, and an approach section following construction step of constructing the lower stage of the approach section 6 extending from the approach section 6 constructed in the approach section initial construction step, constructing the upper stage thereof in a range up to the preset depth while using the shield machine 1 with its ceiling being opened for advancing along the segment 4 provided on the lower stage, and constructing the upper stage thereof in a range deeper than the preset depth while using the shield machine 1 with its opening portion closed for advancing.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于构造从接地而不需要构造轴的接近部分的隧道施工方法。解决方案：隧道施工方法包括：构建屏蔽机1启动的起始部分的起始部分施工步骤;使用重型机械3在天花板上侧钻地面的接近部分初始施工步骤从开始部分向下倾斜的屏蔽机1和安装具有其截面矩形上部的段4在一定范围内打开到预设深度并且在比预设深度更深的范围内安装截面矩形的段4，以及接近部分，其构造在从接近部分初始施工步骤中构成的接近部分6延伸的接近部分6的下段的构造步骤中，在使用屏蔽机构的同时将其上段构造到预设深度的范围 1，其天花板被打开以沿着设置在下层上的段4前进，并且构成上部使用屏蔽机1，其开口部分被封闭以进行前进，在比预设深度更深的范围内。版权所有（C）2005，JPO＆NCIPI

4. 发明专利

JP2004316126A Work execution method for large section tunnel and deformed section shield boring machine 有权
标题翻译：大截面隧道和变形段刨花机的工作执行方法
公开(公告)号：JP2004316126A
公开(公告)日：2004-11-11
申请号：JP2003108373
申请日：2003-04-11
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： E21D9/06 , E02D29/05
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a large section tunnel having a shallow overburden and a deformed section shield boring machine. SOLUTION: A rectangular excavation trench 3 in section view is formed in the ground to back-fill the upper part of a box body to construct a row of box bodies 23 while adjacently installing the box body 2, a row of propulsive pipes 73 are constructed by installing the propulsive pipe 7 under the box body 2 while fitting an projected stripe 71 expanded in the direction of a tunnel axis on the upper surface of an upper floor slab 72 of the propulsive pipe 7 in a groove stripe 22 notched in the direction of the tunnel axis on the lower surface of the bottom slab of the box body 2, excavation is carried out between a plurality of rows of box bodies 23 constructed in approximately parallel with each other at an interval 6 and a row of propulsive pipes 73, and while the large section tunnel 4 is constructed while utilizing a row of box bodies 23 and a row of propulsive pipes 73 as an earth retaining supporting member. A row of box bodies 23 are precedently constructed, and an upper stage box body 24 can be installed while forming the excavation trench 3 thereon. When the excavation trench 3 is formed, an open shield machine 11 or a deformed section shield machine 12 is used. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：解决的问题：提供一种具有浅覆盖层的大型隧道施工方法和变形断面保护镗孔机。解决方案：在地面上形成一个剖面图矩形挖掘沟3，以填充箱体的上部，构成一排盒体23，同时相邻安装箱体2，一排推进管 73是通过将推进管7安装在盒体2的下面，同时将突出的条71在隧道轴线的方向上嵌合在推进管7的上层板72的上表面上，凹槽条带22被切口在箱体2的底板的下表面上的隧道轴线的方向上，以间隔6彼此大致平行地构成的多排箱体23之间进行挖掘，并且一排推进管并且在利用一排箱体23和一排推进管73作为接地保持支撑构件的同时构造大型隧道4。先前构成一排盒体23，并且可以在其上形成挖掘沟槽3的同时安装上层箱体24。当形成挖掘沟槽3时，使用开放式盾构机11或变形部分屏蔽机12。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2004316125A Work execution method for large sectional tunnel and deformed section shield machine 有权
标题翻译：大型部分隧道和变形部分屏蔽机的工作执行方法
公开(公告)号：JP2004316125A
公开(公告)日：2004-11-11
申请号：JP2003108369
申请日：2003-04-11
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 , NAKAJIMA YOSHITO , SUGIMORI MAKOTO , OZAKI MASAYA , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI
IPC分类号： E21D9/06 , E02D29/05 , E21D9/01
摘要： PROBLEM TO BE SOLVED: To provide a work execution method for a large sectional tunnel having a shallow overburden. SOLUTION: A rectangular excavated trench 3 in section view is formed in the ground to pile and install a plurality of box bodies 2 in the vertical direction to construct a group of box bodies 21, a group of box bodies 21 are adjacently installed in the excavation trench 3, the upper part of a group of box bodies 21 is back-filled to construct a group of rows of box bodies 22, excavation is carried out between a plurality of groups of rows of box bodies 22 constructed in approximately parallel with each other at an interval 6, and the large sectional tunnel 4 is constructed while utilizing a group of rows of box bodies 22 as an earth retaining supporting member. When the excavated trench 3 is formed, an open shield machine 11 or a cutting earth retaining body 13 constituted by connecting earth retaining plates 131 arranged in approximately parallel with each other at an interval with an interval holding member 132 uses a deformed section shield machine 12 equipped with the ceiling of the deformed section shield machine 12. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种具有浅覆盖层的大型隧道的工作执行方法。解决方案：在地面上形成一个剖面图矩形挖掘沟槽3，以在垂直方向上堆放和安装多个箱体2，构成一组箱体21，一组箱体21相邻地安装在挖掘槽3中，一组箱体21的上部被填充以构成一组箱体22，在大体上平行构造的多组箱体22之间进行挖掘以间隔6彼此相对，并且在利用一组箱体22作为接地保持支撑构件的同时构造大截面通道4。当形成挖掘沟槽3时，通过将与间隔保持构件132间隔开地彼此大致平行地布置的接地保持板131构成的开口屏蔽机11或切割土保持体13使用变形部分屏蔽机12 配备变形部分屏蔽机12的天花板。版权所有（C）2005，JPO＆NCIPI

6. 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

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

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

9. 发明专利

JP2005029977A Cutter structure of shield machine 审中-公开
标题翻译：屏蔽机切割结构
公开(公告)号：JP2005029977A
公开(公告)日：2005-02-03
申请号：JP2003193506
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： NAKANE TAKASHI , OTA MITSUHIKO , KOBAYASHI NOBUAKI , KOBAYASHI KOTARO
IPC分类号： E21D9/087
摘要： PROBLEM TO BE SOLVED: To reduce abrasion of an outer peripheral part of rotary cutters; to prevent rolling of a shield machine; and to reduce an uncut part. SOLUTION: This shield machine 1 is constituted so that the rotary cutters 3 smaller than an excavation cross section 2 are arranged in a plurality on a front face so that excavation loci adjacent on the same plane overlap each other, and the rotary cutters 3 become a cantilever structure having cutter spokes 5 radially extending in one direction from a rotary shaft 4. The rotary cutters 3 are provided with a synchronously rotating mechanism 6 for synchronously rotating the plurality of mutual these rotary cutters 3 so that the cutter spokes 5 do not interfere with each other. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：减少旋转刀具外周部件的磨损; 防止屏蔽机的滚动; 并减少未切割的部分。解决方案：该屏蔽机1构成为使得比挖掘横截面2小的旋转切割器3在前表面上多个排列，使得在同一平面上相邻的挖掘轨迹彼此重叠，并且旋转切割器 3成为具有从旋转轴4沿一个方向径向延伸的切割轮辐5的悬臂结构。旋转切割器3设置有同步旋转机构6，用于同步旋转多个这些旋转切割器3，使得切割轮辐5做不干扰对方。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2004218333A Jacking pipe and construction method for large section tunnel 有权
标题翻译：大型隧道掘进管道及施工方法
公开(公告)号：JP2004218333A
公开(公告)日：2004-08-05
申请号：JP2003008787
申请日：2003-01-16
申请人： Ishikawajima Constr Materials Co Ltd , Taisei Corp , 大成建設株式会社 , 石川島建材工業株式会社
发明人： KANEKO KENICHI , OTA MITSUHIKO , YUGUCHI MASAKI , SHIODA ETSURO , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI
IPC分类号： E21D9/04 , E21D9/06 , E21D13/02
摘要： PROBLEM TO BE SOLVED: To provide jacking pipes and a construction method for a large section tunnel using the jacking pipes structured to positively joint the jacking pipes to each other in constructing a lining body provided when constructing the large section tunnel, using a plurality of jacking pipes.
SOLUTION: The outer surface of the jacking pipe 1 is provided with a groove part 2 in the axial direction of the tunnel, and a protruding part 4 fitted to such a groove part 2. The groove part 2 is provided with a male joint implement 21, and the protruding part 4 is provided with a female joint implement 41. The jacking pipe 1 adjacent to the jacking pipe 1 on which installation is completed, is mounted to the rear part of a boring machine 5 and pushed out by a driving jack from the rear of the jacking pipe 1. A filler 3 filled in the groove part 2 is removed while discharging a pressurized fluid 6 from a nozzle 52 of a projecting part 51 provided at an outer enclosure of the boring machine 5, and the protruding part 4 is fitted to the groove part 2 while fittingly mounting the male joint implement 21 to the female joint implement 41 to positively connect the jacking pipes 1 to each other.
COPYRIGHT: (C)2004,JPO&NCIPI
摘要翻译：要解决的问题：为了提供起重管道和大型隧道施工方法，使用构造成在构造大型隧道时提供的衬套主体中将顶起管彼此积极地联接的顶管，使用多个顶管。解决方案：顶起管1的外表面在隧道的轴向设置有槽部2，并且在该槽部2上嵌合有突出部4.槽部2设置有阳极联接器具21，突出部4设置有阴接头器具41.与顶置管1相邻的顶起管1安装在镗床5的后部并被推出一个驱动千斤顶从顶起管1的后部排出。填充在槽部2中的填料3在从设置在镗床5的外壳的突出部51的喷嘴52排出加压流体6的同时被移除，突出部4装配到槽部2，同时将阳接头工具21适当地安装到阴接头工具41上，以将顶压管1彼此正确地连接。版权所有（C）2004，JPO＆NCIPI

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