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1. 发明专利

JP2008050769A Gantry tunnel boring machine 审中-公开
标题翻译： GANTRY隧道镗床
公开(公告)号：JP2008050769A
公开(公告)日：2008-03-06
申请号：JP2006225364
申请日：2006-08-22
申请人： Gifu Kogyo Co Ltd , Kumagai Gumi Co Ltd , 岐阜工業株式会社 , 株式会社熊谷組
发明人： MASUDA MITSUO , HIROSE TOSHIBUMI , NISHIMURA KIYOAKI , OKADA TAKASHI , OKAZAKI SHINICHIRO , KITAGAWA TSUTOMU , INAGAWA YUKIHISA , SHODA SHINJI
IPC分类号： E21D9/00
摘要： PROBLEM TO BE SOLVED: To reduce the wear of rails for traveling caused by the movement of the rails and power required for the movement of the rails when a tunnel is bored by a gantry tunnel boring machine.
SOLUTION: This gantry tunnel boring machine 10 comprises a gantry 16 capable of traveling on a pair of rails 14, outriggers 32 mounted to the gantry, and at least one suspending means 34 mounted to the gantry 16 and suspending the rails movably in the longitudinal direction.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：为了减少由于轨道运动引起的轨道的磨损，并且当通过龙门式隧道掘进机钻孔时，轨道运动所需的动力。解决方案：该龙门式隧道镗床10包括能够在一对导轨14上行进的台架16，安装在台架上的支腿32和安装在台架16上的至少一个悬挂装置34，并将导轨可移动地悬挂在纵向。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2003082995A Execution method of tunnel invert by movable work floor and movable work floor 审中-公开
标题翻译：可移动工作地板和可移动工作地板的隧道施工方法
公开(公告)号：JP2003082995A
公开(公告)日：2003-03-19
申请号：JP2001276918
申请日：2001-09-12
申请人： Gifu Kogyo Co Ltd , Kajima Corp , 岐阜工業株式会社 , 鹿島建設株式会社
发明人： SHIMOZAKA MINORU , SHODA SHINJI , WASHIMI DAISUKE
IPC分类号： E21D11/10 , E21D11/40 , E21F13/02
摘要： PROBLEM TO BE SOLVED: To protect an invert concrete placing part when curing placing concrete, to allow excavating work by heavy machinery and the passing of a carrying vehicle of excavated sediment, and to early stabilize an excavating surface of a working face side near part particularly when base rock is weak.
SOLUTION: After excavating an advancing side invert, an outer floor 28 of a movable work floor for fitting and inserting the outer floor 28 in a freely liftable inner floor 24 is arranged on a tunnel bottom surface 18 already placed with invert concrete, and the invert concrete placing part is protected when curing the placed invert concrete by moving the inner floor 24 to the outer floor 28, and the excavating work by the heavy machinery and the passing of the carrying vehicle of the excavated sediment can be allowed.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了在固化混凝土时保护倒塌混凝土浇筑部件，允许重型机械的挖掘工作和挖掘的沉积物的运载工具的通过，并且特别地在部分附近早期稳定工作面侧的挖掘表面当基岩较弱时解决方案：在挖掘前进侧翻转后，将可移动工作地板的外部底板28设置在已经放置有反向混凝土的隧道底面18上，用于将外部地板28装配并插入到可自由升降的内部地板24中，并且反转通过将内部地板24移动到外部地板28来固化放置的反向混凝土，混凝土浇筑部件被保护，并且可以允许重型机械的挖掘工作和挖掘的沉积物的运载工具的通过。

3. 发明专利

JP2003278498A Tunnel invert execution method using movable pier, and movable pier 有权
标题翻译：使用可移动皮带和可移动皮带的TUNNEL INVERT执行方法
公开(公告)号：JP2003278498A
公开(公告)日：2003-10-02
申请号：JP2002085846
申请日：2002-03-26
申请人： Gifu Kogyo Co Ltd , Shimizu Corp , 岐阜工業株式会社 , 清水建設株式会社
发明人： KAWADA TAKASHI , KITAGAWA TSUTOMU , SHODA SHINJI , WASHIMI DAISUKE
IPC分类号： E21D9/00 , E21D11/10
摘要： PROBLEM TO BE SOLVED: To greatly enhance movement efficiency, reduce a construction period, and allow invert construction to be applied to a lower part of a tunnel, which is close to a tunnel face.
SOLUTION: In the movable pier, a self-propelled mechanism 22 is arranged in a lower part of a pedestal 20 via a swing traverse means 24; an outrigger 44 is arranged in the front and rear of the pedestal 20; and a vehicle guiding platform 46 is arranged ahead of the pedestal 20. Characteristically, after invert excavation on the side of advance, the mechanisms 22 of the movable pier are installed on an already-invert-constructed surface 60 and an upper half excavated plate 50 immediately after the excavation by the ascent of the guiding platform 46, respectively; an invert concrete placing part is protected during curing of placed invert concrete; the passage of heavy equipment 52, a vehicle 54 and the like is allowed; and traverse properties of the pier are enhanced by virtue of the ascent and descent of the outrigger 44 and the traverse of the pedestal 20 and the mechanism 22 by the means 24.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：为了大大提高运动效率，减少施工周期，并且允许反向施工施加到靠近隧道面的隧道的下部。解决方案：在活动墩中，通过摆动横动装置24将自推进机构22布置在基座20的下部; 在基座20的前后配置有支腿44; 并且车辆引导平台46设置在基座20的前方。特征在于，在推进侧进行挖掘后，可移动墩的机构22安装在已经反转构造的表面60和上半部挖掘板50 分别在引导平台46的上升开挖后立即; 混凝土浇筑件的倒塌在固化期间受到保护; 允许重型设备52通行，车辆54等; 并且由于外伸支架44的上升和下降以及通过装置24的基座20和机构22的横移而增加了码头的横向特性。（C）2004，JPO

4. 发明专利

JP2003322000A Tunnel invert construction method by movable pier and the movable pier 有权
标题翻译：隧道施工方法可移动桩和可移动桩
公开(公告)号：JP2003322000A
公开(公告)日：2003-11-14
申请号：JP2002130000
申请日：2002-05-01
申请人： Gifu Kogyo Co Ltd , 岐阜工業株式会社
发明人： KITAGAWA TSUTOMU , SHODA SHINJI , WASHIMI DAISUKE
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To smoothly carry out an invert construction even in a narrow tunnel.
SOLUTION: After an invert on the progress side has been excavated, a base 20 is divided into two parts in the lateral direction, these bases 20 are fitted into at least a pair of guide pipes 22 arranged in front and behind from both sides in the lateral direction, a pair of outriggers 26 are respectively arranged to the guide pipes 22 through lateral moving means 24, the front of a movable pier formed by arranging travelling mechanisms 30 to the lower parts in front and behind of the bases 20 is installed on the lower part 14 of the tunnel, the rear thereof is installed on the existing inverted construction surface 50 to enable a person to pass on the pier during the curing of an invert concrete, the rising and falling of each outrigger 26, the lateral movement of each base 20 is widened by the lateral moving means 24 and, at the same time, the lateral mobility of the pier is promoted.
COPYRIGHT: (C)2004,JPO
摘要翻译：要解决的问题：即使在狭窄的隧道中也能平稳地进行反转施工。解决方案：在进一步挖掘后，底座20沿横向被分成两部分，这些底座20装配在至少一对导向管22中，导向管22从前后两侧布置在横向方向侧，通过横向移动装置24将一对外伸支架26分别布置到引导管22上，通过将行进机构30布置在基座20的前后的下部形成的可移动墩的前部是安装在隧道的下部14上，其后部安装在现有的倒置的施工表面50上，以使人在固化反应混凝土期间能够穿过码头，每个外伸支架26的上升和下降，每个基座20的移动被横向移动装置24加宽，并且同时促进了码头的横向移动性。版权所有（C）2004，JPO

5. 发明专利

JP2000265777A TRANSFERABLE STAGE FOR REPAIRING TUNNEL AND TUNNEL REPAIR METHOD USING THE SAME 失效
公开(公告)号：JP2000265777A
公开(公告)日：2000-09-26
申请号：JP7186899
申请日：1999-03-17
申请人： SATO KOGYO , KUMAGAI GUMI CO LTD , TOBISHIMA CONSTRUCT CO LTD , GIFU KOGYO KK
发明人： ISHIDA YOSHIAKI , IMAOKA HIKOZO , TANAKA YASUHIRO , MASUDA MITSUO , KAKIUCHI YUKIO , KITAHARA SHIGEO , KOMORI AKIRA , SAKURAI TOSHIHARU , ICHIKAWA KENSAKU , KITAGAWA TSUTOMU , INAGAWA YUKIHISA , SHODA SHINJI
IPC分类号： E21D9/00 , E21D9/01
摘要： PROBLEM TO BE SOLVED: To secure smooth passage of trains while using the entire railways during suspension time except during execution time of the repair work althrough use of the railways in an existing tunne 1 is regulated during the repair work. SOLUTION: This transfer stage for repairing a tunnel is a stage which is transferable along the longitudinal direction of the tunneland is constituted of a working floor 30 and studs 31A, 31B provided at both lower face sides of the working floor 30. All the studs 31A, 31B disposed at both sides are made freely transferable in the width direction of the tunnel respectively, and a part 40A of the working floor is made so as to rise and fall for bring in and out execution machines.

6. 发明专利

JPH0925793A TUNNEL LINING METHOD AND FORM DEVICE THEREOF 失效
公开(公告)号：JPH0925793A
公开(公告)日：1997-01-28
申请号：JP17516195
申请日：1995-07-11
申请人： KUMAGAI GUMI CO LTD , TODA CONSTRUCTION , GIFU KOGYO KK
发明人： MITARAI YOSHIO , UEMATSU SUMIO , SHISEKI AKIO , OKAMURA MITSUMASA , KITAGAWA TSUTOMU , INAGAWA YUKIHISA , SHODA SHINJI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To prevent rocks from falling from the drilled wall face of a working face. SOLUTION: The working face 19 in a tunnel pit 17 is drilled into a slant shape so that the lower end is arranged to this side, a slant form unit 21 fitted to a self-propelled carriage 11 is held at the assembly position, and fresh concrete 20B is filled into the gap between the drilled wall face 18a of the natural ground 18 and the form unit 21. When the working face 19 is formed into a slant drilled wall face 19a, rocks are prevented from falling from the wall face 19a.

7. 发明专利

JP2001152799A LANDING BRIDGE FOR TUNNEL CONSTRUCTION WORK 失效
公开(公告)号：JP2001152799A
公开(公告)日：2001-06-05
申请号：JP34012099
申请日：1999-11-30
申请人： OKUMURA CORP , GIFU KOGYO CO LTD
发明人： IGARASHI TSUTOMU , KUMAZAWA NOBUYASU , KITAGAWA TSUTOMU , SHODA SHINJI
IPC分类号： E21D11/40
摘要： PROBLEM TO BE SOLVED: To improve work environment and work efficiency. SOLUTION: In a landing bridge for tunnel construction work which allows a vehicle for carrying out earth and sand to pass and ensures a work space 24 for placing concrete in a digged tunnel lower part 20, a crawler 14 moving a base 10 in the forward, backward, right, and left directions is mounted on a front, rear, and lower part of the base 10, a dust collection machine 16 is mounted in an upper part of the base 10, a form 18 for placing concrete is suspended in a lower part of the base 10 so as to lift and lower freely or a scraper 32 leveling an upper face of banking provided on a surface on which concrete is placed is mounted, and concrete 22 is placed in the tunnel lower part 20 digged through the form 18 for placing concrete.

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