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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

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

3. 发明专利

JP2005054465A Cut-off joint for element, and construction method therefor 有权
标题翻译：元件切割接头及其构造方法
公开(公告)号：JP2005054465A
公开(公告)日：2005-03-03
申请号：JP2003286857
申请日：2003-08-05
申请人： Fujita Corp , Suiken:Kk , Taisei Corp , 大成建設株式会社 , 株式会社フジタ , 株式会社推研
发明人： YUGUCHI MASAKI , KANEKO KENICHI , OHATA YUTAKA , KOYANAGI YOSHIRO , UEDA KENRO , WAKE TERUYUKI , FUJIMOTO NAOAKI , SUMIKAWA KAORU , KISHI KOICHI , HONMA RYOJI
IPC分类号： E02D5/14 , E21D11/04 , E21D13/04
摘要： PROBLEM TO BE SOLVED: To provide a cut-off joint for an element, which can cope with a construction error and which does cause a problem such as rolling in excavation using the element, and a construction method for the cut-off joint.
SOLUTION: A joint structure of the element is used for constructing an underground structure by inserting a plurality of elements into natural ground by juxtaposing them, while a male joint 32 and a female joint 31, provided in the axial direction of each of the elements, are fitted together between the adjacent elements 21 and 22. In a joint part 30, a fixed gap 40 is made between an inner surface of the female joint 31 and the male joint 32 in a fitted state, and a cut-off material 50 composed of a flexible material is arranged in the gap 40, so as to prevent leakage of water from between the adjacent elements 21 and 22.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够应对施工误差的元件的切断接头，并且导致使用该元件的挖掘中的滚动等问题，以及用于切断的构造方法联合。解决方案：该元件的接头结构用于通过将多个元件并入其中而将多个元件插入自然地面来构造地下结构，同时在每个的轴向设置的阳接头32和阴接头31 这些元件被安装在相邻元件21和22之间。在接头部分30中，固定间隙40在嵌合状态下形成在阴接头31的内表面和阳接头32之间，并且截止由柔性材料构成的材料50布置在间隙40中，以防止水从相邻元件21和22之间泄漏。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

JP2004176486A Working carrier 审中-公开
公开(公告)号：JP2004176486A
公开(公告)日：2004-06-24
申请号：JP2002346445
申请日：2002-11-28
申请人： Taisei Corp , Yoshinaga Kikai Kk , 吉永機械株式会社 , 大成建設株式会社
发明人： ITAMI MASACHIKA , YUGUCHI MASAKI , KOBAYASHI NOBUAKI , NISHIDA YASUO , SAITO TADASHI
IPC分类号： E01D21/00 , E01D2/00
摘要： PROBLEM TO BE SOLVED: To provide a working carrier capable of smoothly, quickly, and safely performing fitting work of an upper floor slab when constructing an elevated bridge constituted by constructing many unit structural parts formed by combining a plurality of blocks including the upper floor slab continuously.
SOLUTION: This working carrier 50 is provided with a base frame 52 having a plurality of wheels 53 and running on a rail 51 provided along the longitudinal direction of the elevated bridge to be constructed, a loading base 60 receiving the upper floor slab constituting the unit structural part of the elevated bridge, a plurality of support legs 55 provided on the base frame 52 and supporting the loading base 60, and a height adjusting mechanism adjusting height of the loading base 60 by adjusting length of the support leg 55. When assembling the upper floor slab 103, the upper floor slab 103 is received by the loading base 60 to support it temporarily.
COPYRIGHT: (C)2004,JPO

6. 发明专利

JP2003301454A Earth retaining wall and construction method for underground structure 有权
标题翻译：地下结构的地球保持墙和施工方法
公开(公告)号：JP2003301454A
公开(公告)日：2003-10-24
申请号：JP2002108003
申请日：2002-04-10
申请人： Taisei Corp , 大成建設株式会社
发明人： HASHIMOTO ISAO , YUGUCHI MASAKI , NAGAI TSUTOMU
IPC分类号： E02D29/00 , E02D5/18
摘要： PROBLEM TO BE SOLVED: To provide an earth retaining wall and a construction method for an underground structure, which eliminate the exclusive possession and use of a vast ground space in the construction of the underground structure.
SOLUTION: The earth retaining wall 1 for supporting cut and covered natural ground is characterized by presenting a shape widened toward a bottom part; and the method performed by using the wall 1 is applied to the construction of a newly constructed underground structure 4 below an existing structure 2. Characteristically, the walls 1 and 1 for supporting the existing structure 2 are constructed in an outer peripheral part of a side part in an area which is located immediately below the existing structure 2 and in which the underground structure 4 is to be constructed; the area in which the underground structure 4 is to be constructed; the area, in which the structure 4 is to be constructed and which is located between the walls 1 and 1, is excavated; and the underground structure 4 is constructed between the excavated walls 1 and 1.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：提供一种地下结构的挡土墙和施工方法，消除了在地下结构的建造中独占拥有和使用广阔的地面空间。解决方案：用于支撑切割和覆盖的自然地面的挡土墙1的特征在于朝向底部加宽的形状; 并且将通过使用壁1执行的方法应用于现有结构2下方的新构造的地下结构4的构造。特征在于，用于支撑现有结构2的壁1和1构造在侧面的外周部部分位于现有结构2正下方的地区，其中将构造地下结构4; 要建造地下结构4的区域; 挖掘结构4要构造并位于墙壁1和1之间的区域; 并且地下结构4构造在挖掘墙1和1之间。版权所有（C）2004，JPO

7. 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

8. 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

9. 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

10. 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

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