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1. 发明专利

JP2005248512A Interposition pipe-jacking machine and split caisson-body interposition jacking method 有权
标题翻译：插管式封口机和分体式CAISSON-BODY INTERPOSITION JACKING METHOD
公开(公告)号：JP2005248512A
公开(公告)日：2005-09-15
申请号：JP2004058932
申请日：2004-03-03
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 , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO , HATTORI YOSHIFUMI , KADOTA KATSUMI , SUGIMORI MAKOTO , HASHIMOTO HIROHIDE , WAKABAYASHI MASANORI , NAKANO MASAAKI , ARAKI DAISUKE
IPC分类号： E21D9/06 , E21D13/02 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide an interposition jacking apparatus capable of installing a split caisson-body with an excellent accuracy with securing cutoff properties when the split caisson bodies are juxtaposed by an interposition jacking method in construction of a tunnel of a large section, and a split caisson-body interposition jacking method.
SOLUTION: An interposition pipe-jacking machine 1 is composed of an external cylinder 2, an internal cylinder 3, in which a part can be slid in the external cylinder 2, an interposition jack 4 in the external cylinder 2 and a reaction-receiving cylindrical body 5 being mounted in the internal cylinder 3 and transmitting a reaction by an jack 4 to the split caisson bodies 8 at rears. The interposition pipe-jacking machine 1 is further composed of a rectangular or square-shaped outercoat 6 mounted on the outer periphery of the external cylinder 2. In the interposition pipe-jacking machine 1, a sealant 7 is arranged in an opening between the external cylinder 2 and the internal cylinder 3, a groove 61 extended in the tunnel extending-direction is formed to the outer peripheral surface of the outercoat 6 and the external shapes of the external cylinder 2 and the internal cylinder 3 are molded in similar figures respectively in a rectangle, in which a circular or corner section is curvature-molded, or a square, in which the corner section is curvature-molded. The split caisson bodies 8 are installed by the interposition jacking method by such an interposition pipe-jacking machine 1.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种插入式起重装置，其能够以极高的精度来安装分体式沉箱体，并且当分体式沉箱主体在大型隧道施工中由插入式起重方式并列时，确保切断性能剖面，以及一个拆分沉箱间插入方法。解决方案：插入式顶管机1由外筒2，内筒3，外筒2内部可滑动的内筒2，外筒2内插入插入件4和反应接收圆筒体5安装在内筒3中，并且通过千斤顶4将反作用力传送到分开的沉箱体8。插入式管顶机1还由安装在外筒2的外周上的矩形或方形外涂层6构成。在插入管顶起机1中，密封剂7布置在外部气缸2和内筒3，在外涂层6的外周面上形成有向隧道延伸方向延伸的槽61，外筒2和内筒3的外形分别以其中圆形或角部分是曲率模制的矩形或方形，其中拐角部分被弯曲成型。分体式沉箱体8通过插入式顶起装置1通过插入顶压方法安装。版权所有：（C）2005，JPO＆NCIPI

2. 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

3. 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

4. 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）

5. 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

6. 发明专利

JP2005188122A Shield boring machine and segment and construction method of shield tunnel 审中-公开
标题翻译：盾构机，分段及施工方法
公开(公告)号：JP2005188122A
公开(公告)日：2005-07-14
申请号：JP2003430132
申请日：2003-12-25
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： KOBAYASHI KOTARO , KOBAYASHI NOBUAKI , TODA HIROSHI , FUJII SHIGEO , NAKANE TAKASHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO
IPC分类号： E21D9/06 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a shield boring machine and a segment and a construction method of a shield tunnel capable of extremely lowering ground deformed possibility even in the case of lower covering or in soft ground.
SOLUTION: The shield boring machine 1 is constituted by mounting an expansion tube 2 to the inner circumferential surface of a skin plate 11 of a tail section and mounting an expansion packing 3 on the surface thereof in an expansible manner. The segment 4 is molded so as to change a tunnel axial thickness on the way, a bag body 5 is mounted so as to surround at least a grout hole 42 in a range of thickness, a protection sheet is mounted on the surface of the bag body 5, and the inside of the bag body 5 can be filled with a back-fill material 72 in such a stage that the segment 4 mounting the bag body 5 thereto is located in the skin plate 11.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种屏蔽镗孔机，以及即使在较低的覆盖物或软土地面的情况下也能极大降低地面变形可能性的屏蔽隧道的段和施工方法。解决方案：屏蔽镗床1通过将膨胀管2安装到尾部的表皮板11的内周面并以膨胀的方式将膨胀填料3安装在其表面上而构成。模块4被模制以改变路上的隧道轴向厚度，安装袋体5以便至少包围厚度范围内的灌浆孔42，保护片安装在袋的表面上主体5，并且袋体5的内部可以填充有填充材料72，使得将袋体5安装在其上的区段4位于皮肤板11中。版权所有（C））2005年，日本特许厅和NCIPI

7. 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

8. 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

9. 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

10. 发明专利

JP2005188125A Posture controller and boring method of shield boring machine making use thereof 有权
标题翻译：其控制器和镗孔机的制作方法
公开(公告)号：JP2005188125A
公开(公告)日：2005-07-14
申请号：JP2003430225
申请日：2003-12-25
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： KOBAYASHI KOTARO , KOBAYASHI NOBUAKI , TODA HIROSHI , FUJII SHIGEO , NAKANE TAKASHI , HASHIMOTO HIROHIDE , KOBAYASHI KAZUHIRO
IPC分类号： E21D9/093 , E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a posture controller capable of accurately and surely controlling a posture of a shield boring machine and a boring method of the shield boring machine making use of the posture controller without damaging a segment ring. SOLUTION: The shield boring machine equipped with a form holding device 2 of a segment, a tension bar member 3 extended in the direction of the extension of the shield boring machine from the form holding device 2 and connectably constituted by a shield jack 7, a reaction force receiving member 5 capable of being lifted and lowered by a pushing up jack 41 mounted on a pedestal 21 projected from the form holding device 2 and equipped with a fitting section 51 fittable to a hole 81 engraved on a segment 8, a mounting device 6 fixed by mounting the reaction force receiving member 5 on the inner circumferential surface of the segment 8 and the posture controller constituted of a support jack 42 capable of taking reaction force to the reaction force receiving member 5 is made to bore. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够准确且可靠地控制屏蔽镗床的姿势的姿势控制器以及利用姿势控制器而不损坏分段环的屏蔽镗床的钻孔方法。＆lt; P＆gt;解决方案：具有段的形状保持装置2的屏蔽镗孔机，沿着屏蔽镗床的延伸方向从保持装置2延伸的张力杆构件3，并且由屏蔽插座如图7所示，反作用力接收构件5能够通过安装在从支架装置2突出的台座21上的上推千斤顶41升降，并装配有可嵌入刻在节段8上的孔81的装配部分51，通过将反作用力接收构件5安装在节段8的内周面上而固定的安装装置6和由能够对反作用力接收构件5施加反作用力的支撑千斤顶42构成的姿势控制器进行钻孔。版权所有（C）2005，JPO＆NCIPI

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