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1. 发明专利

JP2005264587A Form for tunnel excavation, and tunnel excavation method 审中-公开
标题翻译：隧道挖掘形式，隧道掘进方法
公开(公告)号：JP2005264587A
公开(公告)日：2005-09-29
申请号：JP2004079534
申请日：2004-03-19
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： INOUE TOSHIFUMI , MATSUURA TAKESHI , SUGIYAMA MASAHIKO , HAN SHUJI , HIRAISHI TOMISHIGE , SENDAI KEIZO
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a form for tunnel excavation and a tunnel excavation method for safely and efficiently excavating a tunnel by allowing inspection (survey) of a defective condition of directly placed concrete at the back face of the form.
SOLUTION: An inner form S is used in the tunnel excavation method of covering the peripheral wall of the excavated natural ground with the inner form S with a predetermined space and placing concrete in a space between the inner form S and the peripheral wall by direct placing. A plurality of inspection openings 90a are formed in a steel external wall surface 90, abutting on the directly placed concrete C, of the inner form S. The inspection openings 90a are provided with embedded inspection wall parts 92 made of fiber reinforced plastic allowing the transmission of elastic wave (ultrasonic wave) or electromagnetic wave for inspecting the defective condition by transmitting and receiving the elastic wave (ultrasonic wave) or electromagnetic wave to and from the directly placed concrete C.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供隧道开挖形式和隧道开挖方法，通过对形式背面直接放置的混凝土的缺陷状况进行检查（调查），安全有效地挖掘隧道。
解决方案：在具有预定空间的内部形式S覆盖挖掘的自然地面的周壁的隧道掘进方法中使用内部形式S，并且将混凝土置于内部形式S和周边壁之间的空间中通过直接放置。多个检查开口90a形成在与内部形式S的直接放置的混凝土C相邻的钢外壁表面90中。检查开口90a设置有由纤维增强塑料制成的嵌入的检查壁部分92，弹性波（超声波）或电磁波，用于通过向直接放置的混凝土C发送和接收弹性波（超声波）或电磁波来检查缺陷状况。版权所有（C）2005年，JPO＆NCIPI

2. 发明专利

JP2005188099A Inner mold frame, propulsion method for tunnel boring machine and tunnel boring machine 审中-公开
标题翻译：隧道掘进机和隧道掘进机推进方法
公开(公告)号：JP2005188099A
公开(公告)日：2005-07-14
申请号：JP2003429368
申请日：2003-12-25
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： HAN SHUJI , MARUI RYOKICHI , HIRAISHI TOMISHIGE , KIMURA AKIRA , INOUE TOSHIFUMI , MATSUURA TAKESHI , SUGIYAMA MASAHIKO
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide an inner mold frame enabling the locking force thereof to a concrete placed between the peripheral wall of a tunnel and the inner mold frame and a propulsion method for tunnel boring machine and a tunnel boring machine.
SOLUTION: A tilt toward the peripheral wall side of the tunnel is provided, from the front to the rear, to the outer peripheral surface of the inner mold frame S
1 assembled in a ring-shape along the peripheral wall of the excavated tunnel. Since the tilt is provided to the outer peripheral surface of the inner mold frame S
1 , the locking force between the concrete placed on the peripheral wall of the tunnel and the outer peripheral surface of the inner mold frame S
1 and the outer peripheral surface of the inner mold frame S
1 is increased. The tunnel boring machine is propelled by using the inner mold frame S
1 as a reaction receiver for a shield jack 33.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够对位于隧道的周壁和内模架之间的混凝土的锁定力和用于隧道掘进机和隧道掘进机的推进方法的内模框架。解决方案：从隧道的周壁侧朝向内部模具框架S 1 的外周表面倾斜设置成环形沿着挖掘的隧道的围墙。由于倾斜被设置在内模架S 1的外周面上，所以设置在隧道的周壁上的混凝土与内模架S的外周面之间的锁定力 1 ，内模架S 1的外周面增加。通过使用内模架S 1 作为屏蔽插孔33的反应接收器推进隧道掘进机。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2004068377A Tunnel boring machine and tunnel construction method 审中-公开
标题翻译：隧道掘进机和隧道施工方法
公开(公告)号：JP2004068377A
公开(公告)日：2004-03-04
申请号：JP2002228138
申请日：2002-08-06
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： NISHIMURA KIYOAKI , OKADA TAKASHI , HAN SHUJI , SUGIYAMA MASAHIKO , AZUMA TAKASHI
IPC分类号： E21D9/06 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To improve safety and workability on an excavation by preventing the collapse, stiffening or the like of a ground by lining a tunnel wall surface just after the excavation in a tunnel excavator and a tunnel construction method.
SOLUTION: A mortar injector 31 injecting mortar into a space section S between an excavator body 11 and the excavating wall surface G is installed to the front section of the excavator body 11 while a mortar pushing device 32 pushing and compacting mortar injected into the space section S to the excavating wall surface G side is mounted, and shielding plates 33 and 34 are secured before and behind the space section S.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：通过在隧道式挖掘机中挖掘后的隧道壁面进行衬砌和隧道施工方法来防止地面的坍塌，加固等，提高挖掘的安全性和可操作性。解决方案：将挖砂机主体11和挖掘壁面G之间的空间部S中注入砂浆的砂浆喷射器31安装在挖掘机主体11的前部，同时将砂浆推压装置32推入并压实注入的砂浆安装到挖掘壁表面G侧的空间部分S，并且在空间部分S之前和之后固定屏蔽板33和34.版权所有（C）2004，JPO

4. 发明专利

JP2003278490A Tunnel excavator 审中-公开
标题翻译：隧道挖掘机
公开(公告)号：JP2003278490A
公开(公告)日：2003-10-02
申请号：JP2002087733
申请日：2002-03-27
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： SUGIYAMA MASAHIKO , HAN SHUJI
IPC分类号： E21D9/06 , E21D11/00
摘要： PROBLEM TO BE SOLVED: To make tunneling work more efficient by preventing a back-filling material from adhering to an excavator body so as to prevent a decrease in propulsive force, in a tunnel excavator.
SOLUTION: This tunnel excavator is provided with an adhesion preventing material discharge device 41 which is located in front of a back-filling injection device 34, so as to discharge an adhesion preventing material for preventing the back-filling material from adhering to an outer peripheral surface of the excavator body 11. The device 41 is constituted as follows: primary storage tanks 44 and 45 are fixed to inner peripheral surfaces of many discharge holes 42 and 43, which are formed all around a front barrel 12, in accordance with the discharge holes 42 and 43; and an opening/closing operation valve 47, a delivery pump 48 and a storage tank 49 are coupled to the tanks 44 and 45 via supply piping 46.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：通过在隧道式挖掘机中，通过防止背面填充材料粘附到挖掘机主体以防止推进力的降低，使隧道工作更有效率。解决方案：该隧道式挖掘机设置有位于后填充注入装置34前方的防粘材料排出装置41，以排出防止填充材料粘附的防粘附材料装置41的结构如下：一次储罐44和45固定在多个排出孔42和43的内周面上，这些排出孔围绕前筒12形成，按照排出孔42和43; 并且打开/关闭操作阀47，输送泵48和储存箱49经由供应管道46联接到罐44和45.（C）2004，JPO

5. 发明专利

JP2003278489A Tunnel excavator 审中-公开
标题翻译：隧道挖掘机
公开(公告)号：JP2003278489A
公开(公告)日：2003-10-02
申请号：JP2002087734
申请日：2002-03-27
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： SUGIYAMA MASAHIKO , HAN SHUJI
IPC分类号： E21D11/00
摘要： PROBLEM TO BE SOLVED: To make tunneling work more efficient by preventing clogging of an injection passage for a back-filling material, in a tunnel excavator.
SOLUTION: In a back-filling injection device 34, the injection passages 35 and 36 along an excavating direction are circumferentially formed almost at uniform intervals within a plate thickness of a rear barrel 13; opening/closing operating valves 38 and 42, delivery pumps 39 and 43 and storage tanks 40 and 44 are coupled to base ends of the respective injection passages 35 and 36 via coupling pipes 37 and 41; and a tip part is opened in a rear end surface of the rear barrel 13 so as to communicate with a tail void B.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：通过在隧道式挖掘机中防止用于填充填料的注入通道的堵塞，使隧道工作更有效。解决方案：在回填注射装置34中，沿着挖掘方向的喷射通道35和36在后筒13的板厚度内几乎以均匀的间隔圆周地形成; 打开/关闭操作阀38和42，输送泵39和43以及储罐40和44经由连接管37和41联接到相应喷射通道35和36的基端; 并且在后筒13的后端面上开口，以与尾部空隙B连通。（C）2004，JPO

6. 发明专利

JP2003082980A Tunnel excavator and tunnel excavating construction method 审中-公开
标题翻译：隧道掘进机和隧道掘进施工方法
公开(公告)号：JP2003082980A
公开(公告)日：2003-03-19
申请号：JP2001274705
申请日：2001-09-11
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： SUGIYAMA MASAHIKO , HAN SHUJI
IPC分类号： E21D9/06 , E21D9/10
摘要： PROBLEM TO BE SOLVED: To improve excavating workability and reliability by highly accurately controlling a jacking speed of a tunnel excavator in the tunnel excavator and an excavating construction method. SOLUTION: A hydraulic shield jack 26 and a mechanical shield jack 27 are mounted on an excavator body 11 as a propulsive jack, and when excavating an earth retaining wall 54, and when cutting an obstacle, while advancing the excavator body 11 at a crawling speed by using the mechanical shield jack 27, the earth retaining wall 54 is gradually excavated by a cutter head 15, and the obstacle is gradually cut.
摘要翻译：要解决的问题：通过高精度地控制隧道式挖掘机中的隧道挖掘机的顶升速度和挖掘施工方法，提高挖掘作业性和可靠性。解决方案：液压屏蔽插座26和机械屏蔽插座27安装在作为推进千斤顶的挖掘机主体11上，当挖掘挡土墙54时，当切割障碍物时，以爬行速度推进挖掘机主体11 通过使用机械屏蔽插座27，通过刀头15逐渐挖出挡土墙54，并且障碍物被逐渐切割。

7. 发明专利

JP2005207131A Towing truck and tunnel boring machine 有权
标题翻译：拖车和隧道掘进机
公开(公告)号：JP2005207131A
公开(公告)日：2005-08-04
申请号：JP2004015258
申请日：2004-01-23
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： INOUE TOSHIFUMI , MATSUURA TAKESHI , SUGIYAMA MASAHIKO , HAN SHUJI , MARUI RYOKICHI , KIMURA AKIRA , HIRAISHI TOMISHIGE
IPC分类号： E21D11/40 , E21F13/02
摘要： PROBLEM TO BE SOLVED: To correct rolling of a towing truck generated in the circumferential direction of a tunnel internal wall surface.
SOLUTION: A second carrying truck 83 which is the towing truck towed along the tunnel internal wall surface is provided with traveling wheels 85 rotated in a towing direction in contact with the tunnel internal wall surface, rolling correction wheels 86 having axles orthogonal to the axles of the traveling wheels 85, and lifting jacks 87 lifting the rolling correction wheels. When the traveling wheels 85 are detached from the tunnel internal wall surface by the elongation of the lifting jacks 87 to bring the rolling correction wheels 86 into contact with the tunnel internal wall surface, rolling of the second carrying truck is corrected by the torsional restoring force of connecting members.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：修正在隧道内壁表面的圆周方向上产生的牵引车的滚动。解决方案：沿着隧道内壁表面拖曳的牵引车辆的第二搬运车83设置有沿着与隧道内壁表面接触的牵引方向旋转的行进轮85，滚动校正轮86具有与行进轮85的轴，以及提升滚动校正轮的提升千斤顶87。当行驶轮85通过提升千斤顶87的伸长从隧道内壁表面分离以使滚动校正轮86与隧道内壁表面接触时，通过扭转恢复力来校正第二搬运车的滚动的连接成员。版权所有（C）2005，JPO＆NCIPI

8. 发明专利

JP2004124697A Tunnel constructing method and tunnel excavator 有权
公开(公告)号：JP2004124697A
公开(公告)日：2004-04-22
申请号：JP2003200282
申请日：2003-07-23
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： HAN SHUJI , OKADA TAKASHI , NISHIMURA KIYOAKI , SUGIYAMA MASAHIKO , AZUMA TAKASHI
IPC分类号： E21D9/06 , E21D9/087 , E21D9/10 , E21D9/12 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel constructing method according to which the ground is continuously excavated by a single excavator by changing the operating mode of the excavator in the course of excavation, and to provide a tunnel excavator which carries out the excavation by the method. SOLUTION: A cutter head 16 is mounted in front of an excavator body 11 which is thrust by a thrust jack 25. The cutter head 16 has earth intake openings 19 formed therein for taking excavated earth into a chamber 26, and an opening degree of each intake opening is made variable by a slit opening/closing plate 30. Then an earth scraping bucket 33 is arranged at the rear of the cutter head 16 in a manner protrudable to the chamber 26. Further a screw conveyor 28 and a belt conveyor 36 which carry out the discharge of earth in the chamber 26 are exchangeable. COPYRIGHT: (C)2004,JPO

9. 发明专利

JP2004092104A Tunnel excavator 有权
公开(公告)号：JP2004092104A
公开(公告)日：2004-03-25
申请号：JP2002252544
申请日：2002-08-30
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： NISHIMURA KIYOAKI , OKADA TAKASHI , HAN SHUJI , SUGIYAMA MASAHIKO , AZUMA TAKASHI
IPC分类号： E21D20/00 , E21D9/06 , E21D11/00 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a tunnel excavator which enhances the workability of a ground reinforcing work and simplifies devices equiped for the tunnel excavator. SOLUTION: A swing ring 62, which is swingably supported on the rear end of an excavator body 11 and to which a plurality of preceding injection devices 64 for injecting a solidifying material into a face, an erector device 67 for assembling H-shaped steel S along an excavated wall surface, a lock-bolt inserting device 65 for inserting a lock bolt into surrounding natural ground from the excavated wall surface, and a spraying device 66 for coating the excavated wall surface with cement by spraying the cement on the excavated wall surface, are fitted. COPYRIGHT: (C)2004,JPO

10. 发明专利

JP2004092103A Tunnel excavation machine and excavation method 审中-公开
公开(公告)号：JP2004092103A
公开(公告)日：2004-03-25
申请号：JP2002252543
申请日：2002-08-30
申请人： Kumagai Gumi Co Ltd , Mitsubishi Heavy Ind Ltd , 三菱重工業株式会社 , 株式会社熊谷組
发明人： SUGIYAMA MASAHIKO , HAN SHUJI
IPC分类号： E21D9/06
摘要： PROBLEM TO BE SOLVED: To prevent water generated during excavation from infiltrating into excavated earth and enable safe and smooth excavation work and earth removal work and improve the workability of the tunnel excavating work.
SOLUTION: A draining device 36 is provided in the rear drum 13 of the excavator body 11 to discharge water such as underground water stored in a space of the excavated wall face (tunnel wall face )G excavated by a cutter head 19 to the outside of the tunnel and also a cut-off ring 47 is provided at the outer peripheral part of the front drum 12 to prevent stored water in the space from leaking to the cutting face side.
COPYRIGHT: (C)2004,JPO

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