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1. 发明专利

JP2003064995A Construction method of shield tunnel and segment for opening part 有权
标题翻译：盾构隧道施工方法及开挖部分
公开(公告)号：JP2003064995A
公开(公告)日：2003-03-05
申请号：JP2001260141
申请日：2001-08-29
申请人： Geostr Corp , Komatsu Ltd , Kumagai Gumi Co Ltd , Ohbayashi Corp , Sato Kogyo Co Ltd , Tokyoto Gesuido Service Kk , ジオスター株式会社 , 佐藤工業株式会社 , 東京都下水道サービス株式会社 , 株式会社大林組 , 株式会社小松製作所 , 株式会社熊谷組
发明人： KOMATSUBARA OSAYOSHI , YAMAMORI NORIYASU , KITANO YOSHINORI , MORIYA YOICHI , SEKIMOTO NOBORU , YOKOTA MASAKAZU , KIKUCHI YUKIO
IPC分类号： E21D9/06 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To provide a construction method of a shield tunnel capable of easily forming an opening part in a short time by eliminating secondary lining and to provide a segment for the opening part used for an opening planned part of the tunnel.
SOLUTION: A segment ring 10 including the segments 11 and 12 for the opening part reinforced by previously burying reinforcing steel plates 11S and 12S at a position forming the opening part of the shield tunnel 40, and a segment ring 20 of a symmetrical shape on the segment ring 10 and the boundary are arranged, and the opening planned part 40P of the segment rings 10 and 20 are constituted of unreinforced concrete easier to remove than reinforced concrete.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：提供一种能够通过消除二次衬里在短时间内容易地形成开口部的屏蔽隧道的构造方法，并且为用于隧道的开口计划部分的开口部分提供一段。解决方案：包括用于开口部分的段11和12的分段环10通过在形成屏蔽通道40的开口部分的位置处预先埋入加强钢板11S和12S以及在其上形成对称形状的段环20来增强分段环10和边界布置，节环10和20的开口规划部分40P由比钢筋混凝土更容易去除的未增强混凝土构成。

2. 发明专利

JP2002295196A SEGMENT ERECTOR DEVICE 失效
公开(公告)号：JP2002295196A
公开(公告)日：2002-10-09
申请号：JP2001103713
申请日：2001-04-02
申请人： KOMATSU MFG CO LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , OHBAYASHI CORP , SATO KOGYO , GEOSTR CORP
发明人： HOSODA KAZUKI , TOMIYAMA YASUSHIGE , KATSUNUMA KIYOSHI , KIKUCHI YUKIO , HATTORI KOICHI , YAMAMORI NORIYASU , MORIYA YOICHI , UEDA HISATERU , SEKIMOTO NOBORU , TANAKA HIDEKI , YOKOTA MASAKAZU
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To provide a segment erector device which allows operations for conveying and assembling various types of segments to be smoothly and efficiently conducted without reference to the shape and height of a tunnel pit or the shape and number of division of the segment not only by bringing about simplification and downsizing of a structure but also by enabling miniaturization of the device. SOLUTION: An operating means (9) provided in a revolving superstructure (3a) is composed of a composite operating mechanism constituted by combining a link driving cylinder (12), a parallel link mechanism (13) which is coupled to the cylinder (12) and can move up and down, and an ascent/descent cylinder (11) which is coupled to the mechanism (13) and can move up and down independently of the mechanism (13). A central axis (1) of revolution of the revolving superstructure (3a) can be disposed in such a manner as to be deflected upward with respect to a central axis (1') of a tunnel, so as to enable securement of a lower space of the revolving superstructure (3a), which has the largest space required during the holding and assembly of the segment, and enable securement of a segment holding space, which is the smallest space required for the assembly of the segment, above the revolving superstructure (3a).

3. 发明专利

JP2006118307A Segment and manufacturing method of the segment 审中-公开
标题翻译：分段的制造和制造方法
公开(公告)号：JP2006118307A
公开(公告)日：2006-05-11
申请号：JP2004309661
申请日：2004-10-25
申请人： Geostr Corp , Kumagai Gumi Co Ltd , ジオスター株式会社 , 株式会社熊谷組
发明人： YAMAMORI NORIYASU , FUJINO YUTAKA
IPC分类号： E21D11/08 , E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a segment and a manufacturing method of the segment capable of solving such problems that the conventional segment is not made to connect steel plates mounted on every surface thereof to each other, there is a possibility to leak ground water to the inside of a tunnel through the inside of the segment between both steel plates and that there is a possibility to accelerate the corrosion of reinforcement of the inside of the segment by entering ground water into cracks occurred in the inside of the segment.
SOLUTION: The segment 1 is equipped with a segment body 1A formed by a concrete, plates (metal plates 3; 3A) respectively mounted on sides 6; 6; 7; 7 other than the inside 2 of the segment body 1A as the inside of a tunnel wall body and the outside 5 and a connecting body (welding section 4) connecting both end sections of the plates to each other in a water-tight state in a boundary between both surfaces of the segment body.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供能够解决传统的段不将安装在其每个表面上的钢板彼此连接的问题的段的段和制造方法，可能泄漏将地下水通过两钢板之间的段内部的隧道内部，并且通过将地下水进入段内发生的裂缝，可能加速段内部的钢筋腐蚀。解决方案：段1配备有由混凝土形成的段体1A，分别安装在侧面6上的板（金属板3; 3A） 6; 7; 除了作为隧道壁体的内部的段主体1A的内部2以外的外部5以及连接体（焊接部4）的连接体（焊接部4）以不透水的状态彼此连接，分段体的两个表面之间的边界。版权所有（C）2006，JPO＆NCIPI

4. 发明专利

JP2005002706A Joint hardware for segment 有权
标题翻译：联合硬件分部
公开(公告)号：JP2005002706A
公开(公告)日：2005-01-06
申请号：JP2003169025
申请日：2003-06-13
申请人： Geostr Corp , Kumagai Gumi Co Ltd , Tokyo Metro Co Ltd , ジオスター株式会社 , 東京地下鉄株式会社 , 株式会社熊谷組
发明人： YAMAMORI NORIYASU , KIDO YOSHIKAZU , KAWACHI HIROTOMO , YAHAGI SHUICHI , FUJIKI IKUO , OISHI TAKASHI , FUJINO YUTAKA , UDAGAWA NORIHIKO , IWATA KAZUSANE
IPC分类号： E21D11/04
摘要： PROBLEM TO BE SOLVED: To provide a joint metal fitting for a segment, for securing rigidity to shearing force and tensile force acting on a joint part, by integrally casting a hardware body and an anchor member.
SOLUTION: The joint metal fitting 30 for the segment is composed of a bolt installing part 31 for forming a bolt inserting hole 31s, a joint body 34 for forming a fastening space part 33 arranged on the back face side of this bolt installing part 31, a first anchor member 35 projected in parallel to the shaft direction of the bolt inserting hole 31s from the outer peripheral part back face side of this joint body 34, and a second anchor member 36 projected in the center of an outer peripheral part of the joint body 34, so as to incline obliquely backward to a side surface 10c becoming a connecting surface of the segments 10 and 10 adjacent in the axis direction of a heading. The joint body 34, the first anchor member 35, and the second anchor member 36 are integrally formed by casting.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：通过一体铸造五金体和锚定构件，提供用于段的接头金属接头，用于确保作用在接头部分上的剪切力和张力的刚度。解决方案：用于该段的接头金属配件30由用于形成螺栓插入孔31s的螺栓安装部31，用于形成紧固空间部33的接合体34构成，该紧固空间部33布置在该螺栓安装的背面侧部分31，从该接头本体34的外周部分背面侧平行于螺栓插入孔31s的轴向平行地突出的第一锚定部件35，以及突出在外周部分的中心的第二锚定部件36 以便倾斜地向后倾斜成为在标题的轴线方向上相邻的段10和10的连接表面的侧表面10c。接头体34，第一锚固构件35和第二锚定构件36通过铸造一体地形成。版权所有（C）2005，JPO＆NCIPI

5. 发明专利

JP2001271585A UNDERGROUND JOINT TYPE TUNNEL EXCAVATOR 失效
公开(公告)号：JP2001271585A
公开(公告)日：2001-10-05
申请号：JP2000086944
申请日：2000-03-27
申请人： MITSUBISHI HEAVY IND LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , SHIMIZU CONSTRUCTION CO LTD , NISHIMATSU CONSTR CO LTD , HAZAMA GUMI , PENTA OCEAN CONSTRUCTION , GEOSTR CORP
发明人： SHIOYA NORISATO , YAMAZAKI KOJI , TAKAHASHI YOSHIFUMI , DEGUCHI TOSHIYUKI , HATTORI KOICHI , KIDO YOSHIKAZU , YAMAMORI NORIYASU , GOTO TORU , SEKI SHINJI , WATANABE TORU , ISO HARUO , TAKENOUCHI YASUAKI , HAGIWARA TSUTOMU , KAWAKAMI OSAMU , HIRAI MIKIO , TANAKA HIDEKI , FUJINO YUTAKA
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To reduce a burden to a copy cutter in underground joint type tunnel excavator, thereby preventing a decrease in excavation efficiency and improving the reliability and permitting the excavation for a tunnel having a small diameter. SOLUTION: A cutter ring 43 comprising an outer ring 44 and an inner ring 45 in a front drum 11 is installed, a cutter revolving motor 27 is used as a turning drive source for the inner ring 45, docking pins 71 are installed to a face plate 20 of a cutter head 17 at equal intervals, and the cutter head 17 and the inner ring 44 are made rotatable as one united body by linking the docking pin 71 to the linking gutter 73 of the inner ring 45 by means of a docking jack 72.

6. 发明专利

JP2001271586A UNDERGROUND JOINT TYPE TUNNEL EXCAVATOR AND TUNNEL JOINT METHOD 失效
公开(公告)号：JP2001271586A
公开(公告)日：2001-10-05
申请号：JP2000086945
申请日：2000-03-27
申请人： MITSUBISHI HEAVY IND LTD , TOKYOTO GESUIDO SERVICE KK , KUMAGAI GUMI CO LTD , SHIMIZU CONSTRUCTION CO LTD , NISHIMATSU CONSTR CO LTD , HAZAMA GUMI , PENTA OCEAN CONSTRUCTION , GEOSTR CORP
发明人： SHIOYA NORISATO , YAMAZAKI KOJI , TAKAHASHI YOSHIFUMI , DEGUCHI TOSHIYUKI , HATTORI KOICHI , KIDO YOSHIKAZU , YAMAMORI NORIYASU , GOTO TORU , SEKI SHINJI , WATANABE TORU , ISO HARUO , TAKENOUCHI YASUAKI , HAGIWARA TSUTOMU , KAWAKAMI OSAMU , HIRAI MIKIO , TANAKA HIDEKI , FUJINO YUTAKA
IPC分类号： E21D9/06 , E21D9/08 , E21D9/087
摘要： PROBLEM TO BE SOLVED: To improve the reliability in work by definitely carrying out water stop when jointing a new tunnel to an existing tunnel in an underground joint tunnel excavator and tunnel jointing method. SOLUTION: A cutting ring 43 comprising an outer ring 44 and an inner ring 45 which are freely movable relatively is installed to the front drum 11, the inner ring 45 is made rotatable as one body together with the cutter head 17 by using a cutter revolving motor 27, many cutter bits 50 are installed to the front end portion of the inner ring 45, first, second and third discharge hole 79, 80 and 81 are formed at the tip portion of the outer ring 44, a chemical filling passage 77 is connected to the first discharge outlet 79 and second discharge outlet 80, and the tip portion of a filler injecting path 78 is connected to a third discharge outlet 81.

7. 发明专利

JP2007009562A Construction method of shield tunnel inside road having width expanded part and segment used therefor 审中-公开
标题翻译：隧道内宽度扩大部分的道路隧道施工方法及其使用的部分
公开(公告)号：JP2007009562A
公开(公告)日：2007-01-18
申请号：JP2005192591
申请日：2005-06-30
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： YAMAMORI NORIYASU
IPC分类号： E21D9/06 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To construct a road having a width expanded part in a shield tunnel, without impairing stability of the outer peripheral ground, by restraining high pressure water injected into the outer peripheral ground for excavating the outer peripheral ground of the shield tunnel from acting on the outer peripheral ground over a wide range.
SOLUTION: This construction method of the shield tunnel inside road having the width expanded part constructs the shield tunnel by using a plurality of width expanding segments arranged in a side wall part of the shield tunnel, a clearance forming means and a seal means arranged between the width expanding segments and a segment adjacent to the segments. A sheet pipe is inserted into clearance generated by removing the clearance forming means, and the sheet pile is pushed out to the outer peripheral ground of the shield tunnel, and while excavating the outer peripheral ground between the sheet piles by an excavating means via the width expanding segments, the width expanding segments are pushed out to the outer peripheral ground of the shield tunnel, and afterwards, the road having the width expanded part is constructed in the shield tunnel.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了在屏蔽隧道内构造具有宽度扩大部分的道路，而不损害外围地面的稳定性，通过限制注入外围地面的高压水来挖掘外围地面的外围地面屏蔽隧道在宽范围内作用于外围地面。解决方案：具有宽度扩大部分的道路内的屏蔽隧道的施工方法通过使用布置在屏蔽隧道的侧壁部分中的多个宽度扩大段构成屏蔽隧道，间隙形成装置和密封装置布置在宽度扩展段和与段相邻的段之间。将纸管插入到通过移除间隙形成装置而产生的间隙中，并且将片材堆被推出到盾构通道的外周边地面，并且在通过挖掘装置通过宽度挖掘板桩之间的外围地面扩展段，宽度扩大段被推出到屏蔽隧道的外围地面，之后，具有宽度扩展部分的道路被构造在屏蔽隧道中。版权所有（C）2007，JPO＆INPIT

8. 发明专利

JP2005120699A Joining method for shield, and structure of arrival protective barrier 有权
标题翻译：屏蔽接合方法及结构防护障碍
公开(公告)号：JP2005120699A
公开(公告)日：2005-05-12
申请号：JP2003356668
申请日：2003-10-16
申请人： Hazama Corp , Kumagai Gumi Co Ltd , Nishimatsu Constr Co Ltd , Penta Ocean Constr Co Ltd , Shimizu Corp , Tokyu Construction Co Ltd , 五洋建設株式会社 , 東急建設株式会社 , 株式会社熊谷組 , 株式会社間組 , 清水建設株式会社 , 西松建設株式会社
发明人： YAMAMORI NORIYASU , KIDO YOSHIKAZU
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To provide a joining method for a shield which can surely prevent the intrusion of underground water when a new shield tunnel is joined to an arrival pit mouth of an existing pipe or a vertical shaft in a direction crossing the arrival pit mouth of the existing pipe or the vertical shaft, and a structure of an arrival protective barrier.
SOLUTION: A steel tubular body 13 through which a cutting reinforcing ring 22 passes is installed on the outer peripheral side in a position to be cut by the cutting reinforcing ring 22 of a shield machine 20 of the existing tunnel 10, so that cut-off material injection holes 14 can be formed in a plurality of places around the tubular body 13. A plurality of U-shaped pipes 15 for injecting cut-off materials are arranged on the inner peripheral side of the tubular body 13. After that, the tubular body 13 is closed with a lid body 16 and held by a support 17; a filling material such as concrete is infilled into the tubular material 13, so that a filling material layer 18 can be formed for the construction of the arrival protective barrier; and the cut-off material is injected into the periphery of the cutting reinforcing ring 22 from the inside and outside of the existing tunnel 10 in jointing with a newly constructed tunnel 20T.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够确保防止当新的屏蔽隧道沿着与现有管道或垂直轴的到达坑口接合的方向时可以防止地下水入侵的接合方法现有管道或垂直轴的到达坑口，以及到达防护屏障的结构。解决方案：通过现有隧道10的屏蔽机20的切割加强环22在外周侧上安装有切割加强环22通过的钢管体13，使得切断材料注入孔14可以形成在管状体13周围的多个位置。用于注入截断材料的多个U形管15布置在管状体13的内周侧。之后管状体13用盖体16封闭并由支撑体17保持; 填充材料如混凝土填充到管状材料13中，从而可以形成填充材料层18用于构建到达保护屏障; 并且将切断材料从现有隧道10的内部和外部注入到切割加强环22的周边，并与新建的隧道20T连接。版权所有（C）2005，JPO＆NCIPI

9. 发明专利

JP2007146379A Segment connection device and segment 有权
标题翻译：分段连接设备和分段
公开(公告)号：JP2007146379A
公开(公告)日：2007-06-14
申请号：JP2005338737
申请日：2005-11-24
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： YAMAMORI NORIYASU , TSUYUKI NOBORU
IPC分类号： E21D11/04 , E21D11/08
摘要： PROBLEM TO BE SOLVED: To solve a problem of conventional segment connection devices wherein so-called openings and dislocation occur in a connected portion between the joint faces of segments, and underground water or slurry flows into the wall body of a shield tunnel.
SOLUTION: This segment connection device is composed of a male joint 20 fitted to one segment joint face 8 of one segment 2A and a female joint 30 fitted to the other segment joint face 9 of the other segment 2B. The male joint 20 comprises a female screw hole 21 and a headed bolt 22. The female joint 30 comprises a male screw part insertion groove 31 and a head part storage part 32. The head part storage part 32 comprises a space 37 formed in such a size that a tool inserted from the outside of the other ring joint surface 11 of the other segment 2B into the head part storage part 32 can be operated so that the head part 25 of the bottomed bolt 22 can be pressingly engaged with the male screw part insertion groove 31 by advancing the bottomed bolt 22 stored in the head part storage part 32 in the inner direction of one segment.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了解决传统的分段连接装置的问题，其中所谓的开口和位错发生在节段的接合面之间的连接部分中，并且地下水或浆料流入屏蔽隧道的壁体。解决方案：该段连接装置由安装在一段2A的一个节段接合面8上的阳接头20和与其它段2B的另一段接合面9嵌合的阴接头30组成。公接头20包括内螺纹孔21和头螺栓22.阴接头30包括外螺纹部分插入槽31和头部存储部32.头部保持部32包括形成在这样的位置的空间37。可以使从另一部分2B的另一个环形接合表面11的外部插入到头部收容部32中的工具的尺寸使得有底螺栓22的头部25能够与外螺纹部分通过使存储在头部收容部32中的有底螺栓22沿着一个部分的内侧方向推进而插入槽31。版权所有（C）2007，JPO＆INPIT

10. 发明专利

JP2007002574A Underground passage between shielded tunnels and its construction method 审中-公开
标题翻译：屏蔽隧道之间的地下通道及其施工方法
公开(公告)号：JP2007002574A
公开(公告)日：2007-01-11
申请号：JP2005185617
申请日：2005-06-24
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： YAMAMORI NORIYASU
IPC分类号： E21D9/00
摘要： PROBLEM TO BE SOLVED: To allow the economical construction of an underground passage between shielded tunnels by reducing an excavation quantity of the ground by miniaturizing a hollow body for regulating a passage space.
SOLUTION: This underground passage is arranged between the two shielded tunnels extending in substantially parallel at an interval, communicates with both tunnels, and is composed of the hollow body regulating the passage space and a reinforcing structure reinforcing the hollow body. The hollow body is joined to a first opening formed on the side wall of one shielded tunnel on one side of the passage space, and joined to a second opening formed on the side wall of the other shielded tunnel on the other side of the passage space.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了通过减小用于调节通道空间的中空体的小型化来减少地面的挖掘量，从而经济地构造屏蔽隧道之间的地下通道。解决方案：该地下通道布置在两个屏蔽的隧道之间，间隔大致平行延伸，与两个隧道连通，并由调节通道空间的中空体和加强中空体的加强结构组成。中空体与形成在通道空间的一侧的一个屏蔽通道的侧壁上的第一开口接合，并且与通道空间另一侧的另一屏蔽通道的侧壁上形成的第二开口接合。版权所有（C）2007，JPO＆INPIT

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