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1. 发明专利

JP2007291794A Form device 审中-公开
标题翻译：表格设备
公开(公告)号：JP2007291794A
公开(公告)日：2007-11-08
申请号：JP2006122967
申请日：2006-04-27
申请人： Daio Kensetsu Kk , Kumagai Gumi Co Ltd , 大旺建設株式会社 , 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
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To provide a form device for an inverted arch easy to handle.
SOLUTION: This form device 10 for the inverted arch formed in a tunnel in a mountainous region by cast-in-place concrete includes a plurality of arm members 22 arranged at a predetermined interval in the direction of axial line of the tunnel 12 for each other and supported on each side wall 20 of the tunnel so as to rotate around an axial line being parallel with the axial line of the tunnel and move into the direction for crossing the tunnel and a form 24 supported on the arm members 22 to form an upper face 18 of an end part of the inverted arch related to the peripheral direction of the tunnel.
COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种易于处理的倒拱形成装置。解决方案：用于通过现浇混凝土形成在山区隧道中的倒拱的该形成装置10包括沿隧道12的轴线方向以预定间隔布置的多个臂构件22 彼此并且支撑在隧道的每个侧壁20上，以围绕与隧道的轴线平行的轴线旋转，并且移动到穿过隧道的方向和支撑在臂构件22上的形式24 形成与隧道的周向相关的倒拱的端部的上表面18。版权所有（C）2008，JPO＆INPIT

2. 发明专利

JP2007291791A Lining construction method for tunnel and form device 有权
标题翻译：隧道施工方法
公开(公告)号：JP2007291791A
公开(公告)日：2007-11-08
申请号：JP2006122963
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 lining construction method for preventing a trace formed after pulling out a pipe from being left and to provide a form device used in this method. SOLUTION: This form device is provided with a form 18 being a form for forming a concrete placing space 17 between a wall face 16 of the tunnel and it, having a top part, and provided with a supply port for concrete to be placed in the concrete placing space, at least one pipe 42 arranged in the vicinity of an end part of the form, attached to the top part of the form upward, and elevating and lowering along its axial line, and at least one vibrator 44 attached to the form, being close to the pipe, and elevating and lowering along its axial line. Next, while concrete is placed in the concrete placing space 17 or before placing concrete, the pipe 42 is lifted until it is abutted on the wall face of the tunnel or comes close to it and is lowered after concrete reaches a top part of the wall face of the tunnel to operate the vibrator 44 while the pipe lowers. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于防止在拉出管道之后形成的迹线的衬里施工方法，并提供在该方法中使用的成形装置。解决方案：该成形装置具有一个形式18，该形式用于在隧道的壁面16之间形成混凝土放置空间17，该混凝土放置空间17具有顶部，并且具有用于混凝土的供应口放置在混凝土放置空间中的至少一个管42，其布置在形式的端部附近，沿着其轴线向上附接到形式的顶部，并且沿着其轴线升降;以及至少一个振动器44附接靠近管道的形式，沿其轴线升降。接下来，当混凝土被放置在混凝土浇筑空间17中或者在混凝土浇筑之前，管42被提升直到其与隧道的壁面相接触或者接近它并且在混凝土到达壁的顶部之后降低隧道的表面在管道下降时操作振动器44。版权所有（C）2008，JPO＆INPIT

3. 发明专利

JP2007231517A Curing equipment for curing lining concrete for tunnel, molded by travelling form 有权
标题翻译：用于固化隧道内固化混凝土的固化设备
公开(公告)号：JP2007231517A
公开(公告)日：2007-09-13
申请号：JP2006050923
申请日：2006-02-27
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 curing equipment which efficiently cures lining concrete while preventing the lining concrete from being cracked because the temperature of the lining concrete drops due to cooling by water or vapor for use in curing.
SOLUTION: The curing equipment for curing the lining concrete for a tunnel, which is molded by using a moving type form, comprises: a first curing unit which is arranged along the axis of the tunnel so as to cure the lining concrete without adding moisture; and a second curing unit which is arranged along the axis of the tunnel so as to cure the lining concrete by adding the moisture. The first curing unit comprises a first carriage, a first frame which is fixed to the first carriage, and a first curing means which is fixed to the first frame. The second curing unit comprises a second carriage, a second frame which is fixed to the second carriage, and a second curing means which is fixed to the second frame.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：提供固化设备，其有效地固化衬里混凝土，同时防止衬里混凝土由于由水或蒸气冷却而用于固化而降低衬里混凝土的温度而破裂。解决方案：用于固化用于隧道的衬砌混凝土的固化设备，其通过使用移动式形成模制件，包括：第一固化单元，沿着隧道的轴线布置，以便固化衬里混凝土，而没有加水分; 以及沿着隧道的轴线布置的第二固化单元，以通过添加水分来固化衬里混凝土。第一固化单元包括第一托架，固定到第一托架的第一框架和固定到第一框架的第一固化装置。第二固化单元包括第二托架，固定到第二托架的第二框架和固定到第二框架的第二固化装置。版权所有（C）2007，JPO＆INPIT

4. 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

5. 发明专利

JP2007231518A Curing method for lining concrete for tunnel, molded by using travelling form 有权
标题翻译：用于隧道混凝土的固化方法，使用旅行形式模制
公开(公告)号：JP2007231518A
公开(公告)日：2007-09-13
申请号：JP2006050924
申请日：2006-02-27
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MIZOTE KAZUNORI , ONO MINORU , SAKA HIDEMASA , WATASE MASAOMI , NISHIMURA MASAO
IPC分类号： E21D11/10
摘要： PROBLEM TO BE SOLVED: To prevent lining concrete from being cracked because the temperature of the lining concrete drops due to cooling by water or vapor for use in curing.
SOLUTION: The curing method for the lining concrete for the tunnel, which is molded by using a travelling form, comprises a first step of curing the lining concrete without adding moisture, after the removal of forms, and a second step of curing the lining concrete by adding the moisture. The first step is performed by covering a lining concrete surface with an impermeable sheet, and the second step is performed by supplying the water or the vapor to the lining concrete surface.
COPYRIGHT: (C)2007,JPO&INPIT
摘要翻译：要解决的问题：为了防止衬里混凝土由于用于固化的水或蒸汽的冷却而下降，因此衬里混凝土的温度下降。解决方案：通过使用行驶形式模制的隧道衬砌混凝土的固化方法包括在除去形式之后固化衬里混凝土而不加入水分的第一步骤和固化的第二步骤衬里混凝土加入水分。第一步是通过用不透水片覆盖衬里混凝土表面进行，第二步是通过将水或蒸汽供应到衬里混凝土表面来进行。版权所有（C）2007，JPO＆INPIT

6. 发明专利

JP2007291793A Ventilation duct 有权
标题翻译：通风管
公开(公告)号：JP2007291793A
公开(公告)日：2007-11-08
申请号：JP2006122966
申请日：2006-04-27
申请人： Kumagai Gumi Co Ltd , 株式会社熊谷組
发明人： MIZOTE KAZUNORI , ONO MINORU , SAKA HIDEMASA , WATASE MASAOMI , NISHIMURA MASAO
IPC分类号： E21F1/04
摘要： PROBLEM TO BE SOLVED: To provide a ventilation duct without dropping a water droplets dropping along a surface of an air duct on a bottom surface of a tunnel, in the ventilation duct including the air duct. SOLUTION: This ventilation duct 10 is arranged in a mountain tunnel 12 in excavation. The ventilation duct includes the air duct 14 and a water receiver 16 for receiving the water droplet dropping by going along the surface of the air duct. The water receiver 16 is arranged under a bottom part of at least a part of the total length of the air duct 14. COPYRIGHT: (C)2008,JPO&INPIT
摘要翻译：要解决的问题：提供通风管道，而不会在包括空气管道的通风管道中，在隧道底面沿着空气管道的表面滴下水滴。解决方案：该通风管道10布置在挖掘中的山隧道12中。通风管道包括空气管道14和用于通过沿着空气管道的表面接收水滴的水接收器16。吸水器16布置在空气管道14的总长度的至少一部分的底部下方。版权所有（C）2008，JPO＆INPIT

7. 发明专利

JP2002174098A EXPANSION-TYPE STEEL PIPE ROCK BOLT 失效
公开(公告)号：JP2002174098A
公开(公告)日：2002-06-21
申请号：JP2000373503
申请日：2000-12-07
申请人： KUMAGAI GUMI CO LTD , SANWA KOKAN KK , HOKUETSU METAL CO LTD
发明人： MITARAI YOSHIO , SAKA HIDEMASA , INOUE TOSHIO , TSUKADA MASAHIRO
IPC分类号： E21D20/00
摘要： PROBLEM TO BE SOLVED: To easily manufacture an expansion-type steel pipe rock bolt at low costs used for tunnel construction and to uniformly exert pressure to the ground by the expansion of a steel pipe. SOLUTION: In the expansion-type steel pipe rock bolt of which both end parts are blocked and which comprises both a fluid injection opening at one end part and a tubular shape capable of expanding in a drilled hole in a rock mass, etc., by pressurization from the fluid injection opening, the cross-sectional shape of the pipe is formed in the same shape of a cross section that is formed by cold-drawing from a round pipe 3 the intermediate part between a plug provided for the center part of the round pipe 3 and a die which is provided in such a way as to face the plug, comprises a plurality of depressions 5, etc., outside at regular intervals, and is provided with the shape of each depression 5 facing the center of the round pipe 3.

8. 发明专利

JP2001280064A CONSTRUCTION POSITIONING DEVICE FOR STEEL PIPE IN LONG PRELINING METHOD 失效
公开(公告)号：JP2001280064A
公开(公告)日：2001-10-10
申请号：JP2000096402
申请日：2000-03-31
申请人： KUMAGAI GUMI CO LTD
发明人： MASUDA MITSUO , SAKA HIDEMASA
IPC分类号： E21D9/04
摘要： PROBLEM TO BE SOLVED: To provide a long prelining method capable of performing the setting work of placing angle of a steel pipe constructing a pipe roof in a short time to reduce the construction cost and shorten the term of works. SOLUTION: In a long prelining method comprising marking the placing positions P1 of a plurality of steel pipes 4 for constructing the pipe roof 3 on the arch part circumferential end surface 2a of a working face 2 within a tunnel pit 1, setting the placing angle y to each placing position P1, and radially placing the steel pipes 4 while drilling, a pair of laser oscillators 11 are set opposite to each other in both side wall parts 2b within the tunnel pit 1 corresponding to an aerial reference level S orthogonal to the tunnel boring direction Z separated from the pit working face 2 in a prescribed distance L1. The elevation θ1, 2 of each laser oscillator 11 is rotated and adjusted. The intersection P2 on the aerial reference plane S by visible laser beams X1 and X2 oscillated from each laser oscillator 11 is conformed to the preliminarily marked placing position P1b of the steel pipe 4, and the placing angle γ of each steel pipe 4 is set.

9. 发明专利

JP2001261405A PREPACKED CONCRETE CONSTRUCTION METHOD USING DISMANTLED CONCRETE 失效
公开(公告)号：JP2001261405A
公开(公告)日：2001-09-26
申请号：JP2000074584
申请日：2000-03-16
申请人： KUMAGAI GUMI CO LTD
发明人： UKAI TATSURO , NISHIYAMA KATSUE , SAKA HIDEMASA , YOSHIMURA TAKEHARU
IPC分类号： C04B28/02 , B28B1/14 , B28B13/00 , C04B18/16 , C04B40/06
摘要： PROBLEM TO BE SOLVED: To reuse the whole of dismantled concrete. SOLUTION: Dismantled concrete A is fractionated into a block B having a 15 mm or larger particle size and a block C having a particle size smaller than 15 mm by using a screen and the block C, which can not be directly used in a prepacked concrete construction method, is crushed into fine aggregate D for mortar having a 2.5 mm or smaller particle size by using a crusher. The block B is bedded inside a formwork 1 and the mortar prepared by kneading the aggregate D, sand, cement and water is injected from a mortar injecting pipe 2 into the formwork 1 to construct prepacked concrete. The whole of dismantled concrete can be reused by using the block C, which is scrapped usually, as the aggregate D as described above.

10. 发明专利

JPH06212627A FOUNDATION-CONSOLIDATION TREATMENT EQUIPMENT 失效
公开(公告)号：JPH06212627A
公开(公告)日：1994-08-02
申请号：JP2166793
申请日：1993-01-18
申请人： KUMAGAI GUMI CO LTD , RAILWAY TECHNICAL RES INST , MITSUI CONSTR
发明人： HISHINUMA NOBORU , SAKA HIDEMASA , MATSUSHITA YUSUKE , MURATA OSAMU , INOUE KAZUTOSHI , FUKUSHIMA HIROFUMI , ITO TATSUO
IPC分类号： E02D5/18 , E02D5/34 , E02D5/44
摘要： PURPOSE:To enhance the operating efficiency and safety. CONSTITUTION:The whole device is suspended into a shaft 2 from the upper section of the ground, a corn block 4 held by a chuck section E is hung and placed on a pit bottom section 2a, on which residual slime 3 deposits, and the whole device is self-sustained into the shaft 2 by the stretching of a cylinder 13 for a gripper while the corn block 4 is pushed by the stretching of cylinders 15, 16, 17 for pushing-in and residual slime 3 is consolidated. In a foundation- consolidation treatment equipment constituted in this manner, a power unit B into which a chargeable battery 24, a motor 26 rotated and driven by the battery 24, a hydraulic pump 27 generating oil pressure to said each cylinder by the revolution of the motor 26, a hydraulic control circuit 28 with a hydraulic control valve opening and closing ducts among the hydraulic pump 27 and said each cylinder and an electric control circuit 25 electrically controlling these each section are incorporated, is mounted. The power unit B is connected through a remote controller installed on the ground and a signal cable 29.

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