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1. 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.

2. 发明专利

JPH08120919A FORMWORK DEVICE FOR REINFORCED CONCRETE STRUCTURE 失效
公开(公告)号：JPH08120919A
公开(公告)日：1996-05-14
申请号：JP25818294
申请日：1994-10-24
申请人： TOBISHIMA CONSTRUCT CO LTD , GIFU KOGYO KK
发明人： NAKAJIMA MASARU , INAGAWA YUKIHISA
IPC分类号： E04G11/34 , E04G9/00 , E04G9/02
摘要： PURPOSE: To facilitate the continuous manufacture for setting a formwork and for moving it after manufacturing a reinforced concrete structure by providing plural formworks, which are arranged in parallel with each other with an equal space, freely to be moved in the longitudinal direction. CONSTITUTION: After adjusting spaces between respective formworks 1 and fixing them with a formwork setting device 3, a sheathing board is fitted so as to seal the inside of the formwork 1, and furthermore, a space between the lower end of the sheathing board and the foundation surface 13 inside of the formwork is sealed by a sealing member 11. A formwork fitting member 9 is operated so as to fix the formwork 1 to the formwork setting device 3 with the magnetic force, and the required reinforcement is performed in the formwork 1, and concrete 12 is filled therein. After the concrete is hardened, a width adjusting member 8 is operated so as to enlarge a space between the formworks 1, 1 for removal. After separating the manufactured reinforced concrete structure and the formwork 1, when the magnetic force of the formwork fitting member 9 disappears, each formwork 1 is placed onto each support roller 2 by the self-weight thereof. After moving each formwork 1 to the predetermined position in the longitudinal progress direction, the formwork setting device 3 is fitted to each formwork 1 again.

3. 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.

4. 发明专利

JPH10238296A END STOPPING METHOD FOR FIRST TUNNEL LINING CONCRETE AND ITS DEVICE AND FOR END STOP USE AIR BAG 失效
公开(公告)号：JPH10238296A
公开(公告)日：1998-09-08
申请号：JP5998997
申请日：1997-02-26
申请人： KUMAGAI GUMI CO LTD , TODA CONSTRUCTION , GIFU KOGYO KK
发明人： UEMATSU SUMIO , OKAMURA MITSUMASA , NAITO MASASHI , KITAGAWA TSUTOMU , INAGAWA YUKIHISA
IPC分类号： E21D11/10 , E04G9/00 , E04G9/08 , E04G11/34
摘要： PROBLEM TO BE SOLVED: To perfectly prevent the execution loss of a first lining concrete, and to improve the strength of a tunnel, and to make it possible to place the first lining concrete into the tunnel. SOLUTION: In a process where a form 16 is provided in a tunnel 12, and a first lining concrete is placed between a tunnel excavated face and the form 16, an for end stop use air bag 22 which is arranged on the peripheral edge of the tip of the form 16, and folded up inside a reinforcing steel plate during nonpressurizing of air, and expands when air is pressurized is expanded. The air bag is therefore pressed toward the tunnel excavated face to prevent the leakage of the first lining concrete placed in the form 16.

5. 发明专利

JPH1162489A TONNEL COVERING METHOD AND DEVICE, AND PERMANENTLY COVERING BODY FOR TONNEL 失效
公开(公告)号：JPH1162489A
公开(公告)日：1999-03-05
申请号：JP24040697
申请日：1997-08-20
申请人： KUMAGAI GUMI CO LTD , TODA CONSTRUCTION , GIFU KOGYO KK
发明人： UEMATSU SUMIO , OKAMURA MITSUMASA , KITAGAWA TSUTOMU , INAGAWA YUKIHISA
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To reduce a work period remarkably by dispensing with timbering building up work and concrete placing work for seconday covering without deterioration of the work environment in a tonnel. SOLUTION: Through a form 12 where a top end form 18 and a pair of opposed side form 20, 20 are arranged on a gantry 16, covering concrete 48 is placed in a tonnel 14. In this case, after a covering plate 38 having a similar function to the concrete 48 is made to abut on each form 18, 20 of the form 12 and supported therewith, between a tonnel inner wall surface and the form 12 primary covering concrete 48 is filled and cured and hardened, then the form 12 is removed to place the covering plate 38 on the surface of the primary covering concrete 48.

6. 发明专利

JPH06299793A CRACK PREVENTION DEVICE FOR CONCRETE LINING 失效
公开(公告)号：JPH06299793A
公开(公告)日：1994-10-25
申请号：JP8651293
申请日：1993-04-13
申请人： MAEDA CONSTRUCTION , KUMAGAI GUMI CO LTD , GIFU KOGYO KK
发明人： HARA HIDETOSHI , KAWAI TAKASHI , OKADA TAKASHI , KAWAHARA KAZUNORI , INAGAWA YUKIHISA , AIZAKI TAKESHI
IPC分类号： E04B1/62 , E21D11/10
摘要： PURPOSE:To surely prevent the occurrence of cracks in a placed concrete even if the placed length of the concrete is extended and enable the stripping within a short period of time. CONSTITUTION:Twelve concrete forms 7 are arranged lengthwise in a tunnel to which a secondary lining is executed, and a joint form 7a having a plurality of openings (11 pieces) intermittently in the circumferential direction is made to lie between the sixth and seventh. A crack prevention device 12 compressed of one joint forming plate 13 and two hydraulic cylinders 14 bearing it is provided to each of the openings. The joint forming plate 13 is inserted in the opening, and two hydraulic cylinders 14 are respectively fixed to the joint form 7a. The hydraulic cylinders 14 are driven and controlled by a control panel 16 through a hydraulic controller 15, and the joint forming plate 13 can come in and go out of the opening based on expansive action of the hydraulic cylinders 14. The joint forming plate 13 is projected from the opening in the case concrete is aged, and it is stored in the opening in the case of stripping.

7. 发明专利

JPH08144513A CONCRETE PLACING METHOD OF SIDE WALL, CONCRETE PLACING METHOD AND CONCRETE PLACING FORM OF LINEAR GUIDEWAY SIDE WALL, CONCRETE PLACING DEVICE FOR SIDE WALL AND CONCRETE PLACING DEVICE FOR LINEAR GUIDEWAY SIDE WALL 失效
公开(公告)号：JPH08144513A
公开(公告)日：1996-06-04
申请号：JP29576794
申请日：1994-11-04
申请人： SATO KOGYO , GIFU KOGYO KK
发明人： KONDO SUMIO , WATANABE SUSUMU , INAGAWA YUKIHISA , AIZAKI TAKESHI
IPC分类号： E04G11/34 , E04G11/20 , E04G15/06 , E04G21/02
摘要： PURPOSE: To place concrete on a side wall in which an installing hole of a singular shape is arranged by separating a box mold for an installing hole of form for a side wall by horizontally moving it outside of the respective form for the side wall after it is cured and hardened. CONSTITUTION: A base stand 12 is moved, and a pair of form 26 for a side wall arranged on the base stand 12 are lowered to a floor surface, and a space between the respective form 26 for the side wall is set in a width interval of a linear guideway side wall. Next, concrete is filled between a pair of respective form 26 for the side wall, and it is cured and hardened, and a box mold for a coil panel installing hole to be arranged in the form 26 for the side wall is horizontally moved outside of the respective form 26 for the side wall. Next, the respective form 26 for the side wall is horizontally moved outside, and is separated from the mold. Therefore, the side wall is molded by preventing damage of an installing hole and a surface of the linear guideway side wall in which the coil panel installing hole is arranged, and concrete can be placed.

8. 发明专利

JP2957430B2 失效
公开(公告)号：JP2957430B2
公开(公告)日：1999-10-04
申请号：JP29576794
申请日：1994-11-04
申请人： SATO KOGYO KK , GIFU KOGYO KK
发明人： KONDO SUMIO , WATANABE SUSUMU , INAGAWA YUKIHISA , AIZAKI TAKESHI
IPC分类号： E04G11/34 , E04G11/20 , E04G15/06 , E04G21/02

9. 发明专利

JP2007291792A Pipe for bleeding air used for forming lining on wall surface of structure 审中-公开
标题翻译：用于形成用于结构壁面的衬板的管子
公开(公告)号：JP2007291792A
公开(公告)日：2007-11-08
申请号：JP2006122964
申请日：2006-04-27
申请人： Daio Kensetsu Kk , Gifu Kogyo Co Ltd , Kumagai Gumi Co Ltd , 大旺建設株式会社 , 岐阜工業株式会社 , 株式会社熊谷組
发明人： MIZOTE KAZUNORI , ONO MINORU , SAKA HIDEMASA , WATASE MASAOMI , NISHIMURA MASAO , NISHIMURA TAKESHI , HIRATA MASAHIRO , YOKOYAMA KATSUHIKO , NAKANO SHINYA , INAGAWA YUKIHISA , IWATA KOJI , SHIMABE MITSUTO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a pipe for bleeding air used to exhaust the air remaining between the concrete placed when forming lining on a wall surface of a structure and the wall surface of the structure and limit the amount of concrete discharged through the pipe.
SOLUTION: This pipe 42 is used to lead the air remaining between the concrete placed in the concrete placing space 17 between a form 14 provided to form lining on the wall surface 16 of the structure 10 and the wall surface of the structure and a top part of the wall surface of the structure or between the concrete and its vicinity into the outside of the concrete placing space. The pipe has one closed end 64 and at least one hole 66 formed close to one end and communicating with the inside and the outside of the pipe. The air can be introduced into the pipe through the hole 66.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于排出空气的管道，用于排出在结构的壁表面上形成衬里时留在混凝土之间的空气和结构的壁表面，并限制排放的混凝土的量管道。
解决方案：该管42用于将置于混凝土放置空间17中的混凝土之间的空气引导到设置成在结构10的壁表面16上形成衬层的结构14和结构的壁表面之间的衬垫14之间; 在结构的墙壁表面的顶部或混凝土与其附近之间的混凝土浇筑空间的外部。该管具有一个封闭端64和至少一个孔66，该孔66靠近一端形成并且与管的内部和外部连通。空气可以通过孔66引入管道。版权所有（C）2008，JPO＆INPIT

10. 发明专利

JP2010236222A Curing method of lining concrete of tunnel and curing device used therefor 有权
标题翻译：隧道混凝土固化方法及其固化装置
公开(公告)号：JP2010236222A
公开(公告)日：2010-10-21
申请号：JP2009084106
申请日：2009-03-31
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： HIROSE TOSHIBUMI , IWANAGA SHIGEJI , ONO MINORU , INAGAWA YUKIHISA , IWATA KOJI
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To realize a reduction in cost needed for the discharge of water dripping from a pervious mat used for the curing of lining concrete of a tunnel to the outside of the tunnel and to realize efficient curing of the lining concrete by reducing the time and manpower needed for the connection of the pervious mat to a water supply source. SOLUTION: The curing device used for the curing of the lining concrete of the tunnel includes a truck, a frame, and the pervious mat. The truck can move in the axial direction of the tunnel, and the frame placed on the truck can move up and down. The pervious mat is supported by the frame, and water-absorbing materials are arranged in the interior of the pervious mat. The curing method of the lining concrete of the tunnel includes preparing the pervious mat in which the water-absorbing materials are arranged, bringing the pervious mat into intimate contact with the lining concrete, supplying water to the pervious mat, stopping water supply to the pervious mat, and maintaining the intimate contact of the pervious mat with the lining concrete. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：实现从用于将隧道衬砌混凝土固化到隧道外部的透水垫滴下的水的排放所需的成本降低，并实现衬里混凝土的有效固化通过减少将上述垫连接到供水源所需的时间和人力。
解决方案：用于固化隧道衬砌混凝土的固化装置包括一个卡车，一个框架和上述垫。卡车可以沿隧道的轴向移动，放在卡车上的框架可以上下移动。透水垫由框架支撑，吸水材料布置在透水垫的内部。隧道衬里混凝土的固化方法包括制备吸水材料布置的透水垫，使渗透垫与衬里混凝土紧密接触，向渗透垫供水，停止向透水层供水并保持透气垫与衬里混凝土的紧密接触。版权所有（C）2011，JPO＆INPIT

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