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1. 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

2. 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

3. 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

4. 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

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