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    • 1. 发明专利
    • Telescopic type mold device
    • TELESCOPIC型模具装置
    • JP2013241794A
    • 2013-12-05
    • JP2012116096
    • 2012-05-22
    • Maeda Corp前田建設工業株式会社Gifu Kogyo Co Ltd岐阜工業株式会社
    • KITAMURA AKIFUMITANABE KAZUNARIHARA SHUHEIIWATA KOJIOKUBO TSUNEHIDEHATTORI TETSUYA
    • E21D11/10
    • PROBLEM TO BE SOLVED: To achieve the simplification of the structure of a mold, and to improve the degree of freedom of the shape of the mold.SOLUTION: The telescopic type mold device is configured such that a mold 1 cylindrically disposed in the cross-sectional space of a tunnel T to form a placing space S of lining concrete between the outer periphery and the inner peripheral surface of the tunnel T is divided into a plurality of mold pieces 11 in the longitudinal direction of the tunnel T, and that the predetermined number of mold pieces 11A and 11B among the mold pieces of the portion where the placing of the lining concrete is completed are diameter-reduced, and made to pass through the cross-sectional space of the remaining mold pieces 11, and moved to an opposite position. Each mold piece 11 is divided into an almost circular-arc plate shaped invert frame part 3 constituting a bottom part and the other primary frame part 2, and a lifting conveyer device 7 is installed so as to be penetrated through the cross-sectional space of the mold 1, and the almost circular-arc plate shaped invert frame part 3 lifted by the lifting conveyer device 7 is made to pass in the cross-sectional space of the primary frame part 2 positioned in a dimension-reduction state in the cross-sectional space of the remaining mold pieces 11, and conveyed to the opposite position.
    • 要解决的问题:为了实现模具的结构的简化,并且提高模具的形状的自由度。解决方案:伸缩式模具装置构造成使得在截面上圆柱形地设置的模具1, 在隧道T的外周和内周面之间形成衬砌混凝土的放置空间S的隧道T的横截面空间在隧道T的长度方向上分成多个模具11, 填充衬里混凝土的部分的模具片中的模具11A和11B的数量减少,并使其通过剩余的模具11的横截面空间,并且移动到相反的 位置。 每个模具11被分成构成底部的大致圆弧形的倒角框架部分3和另一个主框架部分2,并且提升输送装置7被安装成穿过横截面空间 模具1和由提升输送装置7提升的大致圆弧状的板状的反转框架部3被制成在横截面中通过位于尺寸减小状态的主框架部2的横截面空间, 剩余的模具11的截面空间,并被输送到相对的位置。
    • 2. 发明专利
    • Mobile form device and lining concrete construction method
    • 移动式装置和内装混凝土结构方法
    • JP2014190147A
    • 2014-10-06
    • JP2013069531
    • 2013-03-28
    • Kajima Corp鹿島建設株式会社Gifu Kogyo Co Ltd岐阜工業株式会社
    • NISHIOKA KAZUNORIKONDO KEIJISAKAI GOROSHIGENAGA AKIHIROGODA TAIZOOKUBO TSUNEHIDE
    • E21D11/10
    • PROBLEM TO BE SOLVED: To attain high quality and of construction efficiency of lining concrete.SOLUTION: A mobile form device 1 includes: a movable carriage 4 travelable on a bottom surface 3 of a tunnel; and an arched concrete form 5 of which diameter is expansible and contractible. The concrete form 5 has a two-layer structure consisting of a wall 52 and a form 53. The form 53 forms a space S (a first space S1 and a second space S2) between a tunnel inner peripheral surface and a tunnel bottom surface during extension of the form 53. Concrete is placed in the space S in a state that the form 53 is attached to the wall 52 during the extension of the form 53. The form 53 is supported by the carriage 4 via the wall 52 during extension thereof and supports concrete in the first space S1, when the form is attached to the wall 52. The form 53 is supported by an invert support part including concrete cured in the second space S2 and protects the concrete in the first space S1, when the form is separated from the wall 52.
    • 要解决的问题:为了获得衬里混凝土的高质量和施工效率。解决方案:移动式装置1包括:可在隧道的底面3上行进的可移动托架4; 并且其直径可膨胀和收缩的拱形混凝土形式5。 具体形式5具有由壁52和形式53组成的两层结构。形式53在隧道内周面与隧道底面之间形成空间S(第一空间S1和第二空间S2) 在形式53的延伸期间,将混凝土放置在空间S中。在延伸形式53的过程中,形状53被附接到壁52上。在其延伸期间,形式53经由壁52由托架4支撑 并且当形式附接到壁52时,在第一空间S1中支撑混凝土。形式53由包括在第二空间S2中固化的混凝土的反转支撑部支撑,并且当形式 与壁52分离。
    • 3. 发明专利
    • Concrete placement system and its method for performance space at tunnel crest
    • 混凝土配置系统及其在隧道掘进中的性能空间方法
    • JP2014080810A
    • 2014-05-08
    • JP2012229991
    • 2012-10-17
    • Kajima Corp鹿島建設株式会社Gifu Kogyo Co Ltd岐阜工業株式会社
    • TAKEICHI ATSUSHIHANADA NORIAKIUEDA KAZUHARUKONDO KEIJISAKAI GOROOKUBO TSUNEHIDE
    • E21D11/10
    • PROBLEM TO BE SOLVED: To provide a concrete placement system which is most suitable for the performance space 3C at a tunnel crest part.SOLUTION: A concrete placement system in this invention comprises: a concrete placement pipe 10, which extends along the axial direction of a tunnel, having a discharge port at its tip; and a placement-pipe feeding device 20, which supports the base end side of the concrete placement pipe 10, and pushes the tip of the concrete placement pipe 10 along the axial direction of the tunnel from the outside of a performance space 3C at the crest part of the tunnel into the inside, or pulls the same out from the performance space. A pressure sensor 32 is installed either on the concrete placement pipe 10 or the placement-pipe feeding device 20, and detects the concrete-filling pressure which is caused on the concrete placement pipe 10 in the direction of pushing it back. The placement-pipe feeding device 20 is controlled to move the concrete placement pipe 10 backward according to the filling pressure detected by the pressure sensor 32.
    • 要解决的问题:提供一种最适合于隧道顶部的性能空间3C的混凝土浇筑系统。解决方案:本发明的混凝土浇筑系统包括:混凝土浇筑管10,其沿轴向方向延伸 隧道,其顶端具有排放口; 以及配置管供给装置20,其支撑混凝土浇筑管10的基端侧,并且沿着隧道的轴向从顶部的工作空间3C的外侧推动混凝土浇筑管10的前端 隧道的一部分进入内部,或从表演空间拉出相同的通道。 将压力传感器32安装在混凝土浇筑管10或放置管供给装置20上,并且检测混凝土浇筑管10在推回方向上产生的混凝土填充压力。 控制放置管供给装置20,根据由压力传感器32检测到的填充压力,向后方移动混凝土浇筑管10。
    • 4. 发明专利
    • 移動式型枠装置
    • 可移动类型形式的设备
    • JP2014202040A
    • 2014-10-27
    • JP2013081439
    • 2013-04-09
    • 鹿島建設株式会社Kajima Corp岐阜工業株式会社Gifu Kogyo Co Ltd
    • NISHIOKA KAZUNORIKONDO KEIJISAKAI GOROSHIGENAGA AKIHIROGODA TAIZOOKUBO TSUNEHIDE
    • E21D11/10
    • 【課題】覆工コンクリートの高品質化と施工効率化とを実現する。【解決手段】移動式型枠装置1は、トンネルの底面3上をトンネル軸方向に走行可能な門型の移動台車4と、台車4をその上方より覆うように配置されて展開・縮径可能なアーチ状の型枠5とを備える。型枠5は、ジャッキ55〜57を介して台車4に連結されるウォール52と、これよりトンネル径方向外側に配置されるフォーム53とからなる2層構造を有する。移動式型枠装置1は、位置合わせ装置と、フォーム引き寄せジャッキ70とを更に備える。フォーム53をウォール52に装着するときに、位置合わせ装置は、ウォール52に対するフォーム53の位置合わせを行う。フォーム53がウォール52に装着された状態で、フォーム引き寄せジャッキ70は、フォーム53をウォール52側に引き寄せることにより、フォーム53をウォール52に固定する。【選択図】図1
    • 要解决的问题:实现衬里混凝土的高质量和高施工效率。解决方案:可移动式成形装置1包括:能够沿隧道轴线方向在隧道底面3上行进的入口可移动滑架4 ; 以及布置成从其上部覆盖托架4的可扩张/直径收缩的拱形形式5。 形式5包括两层结构,其由通过插座55-57连接到托架4的壁52和布置在隧道径向外侧的形式53组成。 可移动式成形装置1还包括定位装置和形状附近的插孔70.当将壁板52安装在壁52上时,定位装置将模板53定位在壁52上。 在壁52上安装形式53的状态下靠近壁52侧的形式53,从而将形式53固定在壁52上。
    • 5. 发明专利
    • Self-traveling type bogie moving machine
    • 自行式BOGIE移动机
    • JP2012076575A
    • 2012-04-19
    • JP2010222908
    • 2010-09-30
    • Gifu Kogyo Co LtdKsk:KkMaeda Seisakusho Co Ltd岐阜工業株式会社株式会社ケイ・エス・ケイ株式会社前田製作所
    • MINEMOTO YOSHIYUKIWATASE SHUNJIOKUBO TSUNEHIDE
    • B61D15/00
    • PROBLEM TO BE SOLVED: To provide a self-traveling type bogie moving machine adapted for towing a bogie removed from a lifted railway vehicle to a bogie inspection site without depending on a man-hour.SOLUTION: The self-traveling type bogie moving machine 1 includes wheel drive mechanisms of right and left two systems which can independently drive a left drive wheel 5 and a right drive wheel 7, and battery units 22, 23 of right and left two systems which drive the wheel drive mechanisms. The battery units 22, 23 are constituted by serially connecting a plurality of 12-V general purpose batteries and boosted in voltage to motor drive power by multiple boosters 31, 32. Since the self-traveling type moving machine includes the wheel drive mechanisms of the right and left two systems and drive power supplies, even if a fault and a malfunction occur at one mechanism, bogie moving work by the self-traveling bogie moving mechanism 1 can be continued by using the other mechanism, and the safety of the work and work efficiency can be improved. A manufacturing cost and a maintenance cost can be reduced by using the general purpose batteries.
    • 要解决的问题:提供一种自行式转向架移动机,其适用于将从提升的铁路车辆移除的转向架拖曳到转向架检查位置而不依赖于工时。 解决方案:自行式转向架移动机1包括可以独立地驱动左驱动轮5和右驱动轮7的左右两个系统的轮驱动机构和左右的电池单元22,23 驱动轮驱动机构的两个系统。 电池单元22,23由多个12V通用电池串联连接并通过多个升压器31,32将其升压到电动机驱动电力。由于自行式移动机械包括: 左右两个系统和驱动电源,即使在一个机构发生故障和故障,也可以通过使用其他机构来继续自行转向架移动机构1的转向架移动工作,以及工作的安全性和 可以提高工作效率。 可以通过使用通用电池来降低制造成本和维护成本。 版权所有(C)2012,JPO&INPIT
    • 6. 发明专利
    • Movable type form device, and construction method of lining concrete
    • 可移动型式装置,以及混凝土结构施工方法
    • JP2013087514A
    • 2013-05-13
    • JP2011229837
    • 2011-10-19
    • Kajima Corp鹿島建設株式会社Gifu Kogyo Co Ltd岐阜工業株式会社
    • NISHIOKA KAZUNORIFUKUYA YOSHINORIKONDO KEIJISHIGENAGA AKIHIROSAKAI GOROOKUBO TSUNEHIDE
    • E21D11/10
    • PROBLEM TO BE SOLVED: To improve quality of lining concrete and to improve efficiency of construction.SOLUTION: A movable type form device 1 includes a portal movable carriage 4 capable of traveling on a bottom surface 3 of a tunnel in a tunnel axial direction, and an arch-shaped form 5 arranged so as to cover the carriage 4 from the upper part and capable of being expanded/reduced in diameter. The form 5 has a two-layer structure comprising a wall 52 connected to the carriage 4 through jacks 55-57, and a panel form 53 detachably attached thereto. The panel form 53 forms a space S for placing concrete with a tunnel inner peripheral surface when expanded. The panel form 53 is supported by the carriage 4 through the wall 52 and supports the concrete inside the space S when mounted on the wall 52. Also, the panel form 53 is placed at a position where the concrete is placed and protects the concrete at the position when detached from the wall 52.
    • 要解决的问题:提高衬砌混凝土的质量,提高施工效率。 解决方案:可移动式成形装置1包括能够沿隧道轴向方向在隧道的底面3上行进的入口移动托架4和拱形形式5,其布置成从托架4覆盖托架4 上部并且能够扩大/缩小直径。 形式5具有两层结构,其包括通过插座55-57连接到托架4的壁52和可拆卸地附接到其上的板形式53。 面板形式53在膨胀时形成用于放置具有隧道内周面的混凝土的空间S. 面板53通过壁52由滑架4支撑,并且当安装在壁52上时将混凝土支撑在空间S内。另外,面板形式53被放置在混凝土放置的位置,并保护混凝土 离开墙壁的位置52.版权所有(C)2013,JPO&INPIT
    • 8. 发明专利
    • Concrete molding apparatus
    • 混凝土成型设备
    • JP2006183328A
    • 2006-07-13
    • JP2004378202
    • 2004-12-27
    • Gifu Kogyo Co LtdKajima Corp岐阜工業株式会社鹿島建設株式会社
    • KAJISA FUKASHIKITAGAWA TSUTOMUOKUBO TSUNEHIDEOKUDA KAZUHIROKANEKO SHINJI
    • E21D11/00E21D11/10E21D11/38
    • PROBLEM TO BE SOLVED: To provide a concrete molding apparatus which can easily carry out the mounting work of an anti-corrosion sheet to the molding surface of a form, is formed of a small number of component parts by simplifying its structure, and contributes to cost reduction by facilitating its manufacturing. SOLUTION: A form 40 composed of a crown molding section 41, side wall molding sections 42, 44, and lower end wall molding sections 48, 50 is mounted to a bearing frame body 22 which is moved in a tunnel axial direction along guide rails 14, 15 set in a tunnel. Then the front edge of the anti-corrosion sheet 65a supported by a sheet roll bearing means 61 is clamped under the lower end wall molding section 48 by a sheet clamping mechanism 71. Then the sheet clamping mechanism 71 is moved along the molding surface 40a of the form 40 by a wind-up winch 73 and a wind-up belt 72, and the anti-corrosion sheet 65a is mounted on the molding surface 40a. COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供一种可以容易地将防腐片材安装到成形表面的混凝土模制装置,通过简化其结构由少量的部件形成, 并通过促进其制造而有助于降低成本。 解决方案:由冠形成部分41,侧壁模制部分42,44和下端壁模制部分48,50组成的模板40安装在沿隧道轴向方向移动的轴承框体22上 导轨14,15设置在隧道内。 然后,由片材辊承载装置61支撑的防腐蚀片材65a的前缘通过片材夹持机构71夹在下端壁模制部分48的下方。然后片材夹持机构71沿着模制表面40a移动 通过卷取绞盘73和卷取带72的形式40以及防腐板65a安装在成形表面40a上。 版权所有(C)2006,JPO&NCIPI