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1. 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

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

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

4. 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

5. 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

6. 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

7. 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

8. 发明专利

JP2005325556A Concrete sheet pile 有权
标题翻译：混凝土桩
公开(公告)号：JP2005325556A
公开(公告)日：2005-11-24
申请号：JP2004143137
申请日：2004-05-13
申请人： Geostr Corp , Taisei Corp , ジオスター株式会社 , 大成建設株式会社
发明人： UEDA KENRO , YUGUCHI MASAKI , OHATA YUTAKA , KOYANAGI YOSHIRO , KONO SADAMU , TORII YOSHIYUKI , YONEDA TOKIHIKO
IPC分类号： E02D29/045 , E02D5/10 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a lightweight high-strength concrete sheet pile which can be used as a wall body of a structure, and which enables the floor body of the structure to be simply, surely and rigidly joined.
SOLUTION: In the construction of the structure, the concrete sheet pile 10 is used as the wall body of the structure, after being used as an earth retaining wall. Characteristically, the concrete sheet pile 10 is composed of precast concrete wherein a joint section 20, subject to the jointing of the floor body of the structure, and a recessed groove 21, vertically extended from the joint section 20, are formed; and a base end of a mounting fitting 30 with a leading end 33 capable of being attached to the floor body is embedded in the joint section 20.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种可以用作结构的壁体的轻质高强度混凝土板桩，并且能够简单地，牢固地并且刚性地结合该结构的地板本体。解决方案：在结构的构造中，将混凝土板桩10用作结构的壁体，用作挡土墙。特征地，混凝土板桩10由预制混凝土构成，其中形成有接合部20，其接合结构的地板本体与从接合部20垂直延伸的凹槽21; 并且具有能够附接到地板本体的前端33的安装配件30的基端嵌入在接合部20中。（C）版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2006057424A Concrete sheet pile 有权
标题翻译：混凝土桩
公开(公告)号：JP2006057424A
公开(公告)日：2006-03-02
申请号：JP2004260499
申请日：2004-09-08
申请人： Geostr Corp , Taisei Corp , ジオスター株式会社 , 大成建設株式会社
发明人： MORITA TAIJI , UEDA KENRO , KONO SADAMU , YONEDA TOKIHIKO , TORII YOSHIYUKI
IPC分类号： E02D5/10
摘要： PROBLEM TO BE SOLVED: To provide a concrete sheet pile capable of constructing a side wall without damaging it by an accidental contact to a means of excavation or capable of forming a plane facing an excavation zone. SOLUTION: This concrete sheet pile 1 is used for a retaining wall when building a structure; a main body 2 of the sheet pile is formed by precast concrete; and a protection plate 10 (cover member) covering an inner side surface 5 in the inner side surface 5 so arranged as to face the excavation zone is installed in a detachable manner at the main body 2 of the sheet pile. COPYRIGHT: (C)2006,JPO&NCIPI

10. 发明专利

JP2006070443A Element pipe and construction method for underground structure 有权
标题翻译：元素管道和地下结构施工方法
公开(公告)号：JP2006070443A
公开(公告)日：2006-03-16
申请号：JP2004251523
申请日：2004-08-31
申请人： Fujita Corp , Taisei Corp , 大成建設株式会社 , 株式会社フジタ
发明人： TOKIDA KAZUYA , MORITA TAIJI , UEDA KENRO , NISHIKAWA MITSURU , OGAWA FUSHI , WAKE TERUYUKI , FUJIMOTO NAOAKI , KISHI KOICHI
IPC分类号： E21D13/02 , E21D9/04 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide an element pipe which can easily adapt to a curved section, a construction error, etc. and which can suppress rolling, and a construction method for an underground structure using the element pipe.
SOLUTION: When a peripheral wall is formed in the ground 1, the element pipe 9 as a tubular body is arranged in each excavated hole 1a excavated by an excavator 6 along a position of the peripheral wall, and the adjacent element pipes 9 are connected to each other so as to form the peripheral wall of an annular body. The tubular body is the element pipe 9 which is brought into contact with the inside of the excavated hole 1a, where a groove part 90 with a concave cross section, opened to the outside, is formed in a first side surface, and where a pair of engaging brackets 9f and 9f is formed on a second side surface at an interval, almost equal to the width of the groove 90, in the state of protruding to the outside. The underground structure is constructed by using the plurality of element pipes 9 etc.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种容易适应弯曲部分，施工误差等并且可以抑制轧制的元件管，以及使用元件管的地下结构的施工方法。解决方案：当在地面1中形成周壁时，作为管状体的元件管9布置在沿着周壁的位置由挖掘机6挖掘的每个挖掘孔1a中，并且相邻的元件管9 彼此连接以形成环形体的周壁。管状体是与挖掘孔1a的内侧接触的元件管9，在第一侧面形成有向外侧开口的具有凹状截面的槽部90，接合支架9f和9f以在突出到外部的状态下以几乎等于凹槽90的宽度的间隔形成在第二侧表面上。地下结构通过使用多个元件管9等构成。版权所有（C）2006，JPO＆NCIPI

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