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    • 1. 发明专利
    • Double section shield method
    • 双段屏蔽方法
    • JP2005097872A
    • 2005-04-14
    • JP2003330299
    • 2003-09-22
    • Hazama CorpMaeda CorpShimizu Corp前田建設工業株式会社株式会社間組清水建設株式会社
    • GOTO TORUSEKI SHINJITAKENOUCHI YASUAKIFUJIMOTO AKIOKITAMURA AKIFUMIHAYASHI KOICHI
    • E21D9/087E21D9/06
    • PROBLEM TO BE SOLVED: To provide a double section shield method capable of easily increasing water cut-off efficiency when a shield machine is propelled in the double shield method assembling a tunnel lining body 5 becoming independent every shield machine in the back by connecting a plurality of shield machines 2 to each other to propel. SOLUTION: A closing member 31 closing a gap between the lining bodies 5 and an entrance is mounted on the rear end section of the connecting body 3 in advance, the closing member 31 is propelled to a natural ground G from a starting entrance together with the boring of each shield boring machine 2, and the connecting body 3 is separated from the closing member 31 before the closing member 31 is separated from the inside of the entrance. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种双截面屏蔽方法,其能够在以双屏蔽方式推进屏蔽机构时容易地提高截水效率,该双层屏蔽方法组装隧道衬里体5变得独立,每个屏蔽机器在后面由独立的每个屏蔽机器 将多个屏蔽机构2彼此连接以推进。 解决方案:关闭构件31,其将衬垫体5和入口之间的间隙关闭,预先安装在连接体3的后端部上,闭合构件31从起始入口被推向自然地面G 与每个屏蔽镗床2的钻孔一起,并且在闭合构件31与入口的内部分离之前,连接体3与闭合构件31分离。 版权所有(C)2005,JPO&NCIPI
    • 2. 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。
    • 3. 发明专利
    • Lining method for tunnel sharp curve part
    • 隧道夏普曲线的线性方法
    • JP2013167080A
    • 2013-08-29
    • JP2012030347
    • 2012-02-15
    • Maeda Corp前田建設工業株式会社
    • KITAMURA AKIFUMIMASUDA MASAAKI
    • E21D11/08E21D9/06
    • PROBLEM TO BE SOLVED: To provide a lining method for a tunnel sharp curve part, by which segment rings are easily assembled and the line shape of a lining body can be adjusted.SOLUTION: With the use of a plurality of types of steel A-shaped tapered segments 3 having different widths of 200 mm to 500 mm, the lining method for a tunnel sharp curve part includes the steps of: assembling tapered segment rings 2 each of which is made narrower from an external circumferential side toward an internal circumferential side of a sharp curve part 1 by installing the A-shaped tapered segments 3 so that positions closer to the internal circumferential side of the sharp curve part 1 are respectively provided with narrower segments, and by installing the A-shaped tapered segments 3 so that the positions closer to the external circumferential side are respectively provided with wider segments; and assembling reverse-tapered segment rings 2a each of which is made wider from the external circumferential side toward the internal circumferential side of the sharp curve part 1 by installing the A-shaped tapered segments 3 so that the positions closer to the internal circumferential side of the sharp curve part 1 are respectively provided with wider segments, and by installing the A-shaped tapered segments 3 so that the positions closer to the external circumferential side are respectively provided with narrower segments. Accordingly, the segment rings 2 are easily assembled and the line shape of the lining body can be adjusted by the reverse-tapered segment rings 2a.
    • 要解决的问题:提供一种用于隧道锋利曲线部分的衬里方法,通过该衬套方法可以容易地组装环形环,并且可以调节衬里主体的线形。解决方案:使用多种类型的钢A- 具有不同宽度的200mm至500mm的锥形锥形段3,用于隧道尖锐曲线部分的衬里方法包括以下步骤:组装锥形段环2,其每个锥形段环2从外周侧朝向内周侧 通过安装A形锥形段3使得靠近尖锐曲线部分1的内周侧的位置分别设置有较窄的段,并且通过安装A形锥形段3使得位置 更靠近外周侧分别设置有较宽的部分; 并且通过安装A形锥形段3,将从锥形部分1的外周侧向内周侧变宽的反锥形段环2a组装成更接近内侧的位置 尖锐部分1分别设置有更宽的部分,并且通过安装A形锥形部分3使得更靠近外周侧的位置分别设置有较窄的部分。 因此,能够容易地组装环形环2,并且可以通过倒锥形环形环2a来调节衬里主体的线形。