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    • 7. 发明专利
    • EARTH RETAINING DEVICE
    • JPH07138955A
    • 1995-05-30
    • JP31131393
    • 1993-11-17
    • NIPPON STEEL METAL PRODNIKKEN METAL KKSUGATA KOGYO KK
    • IIMURA TAMIJIMACHIDA SADAOYUKI TAKESHI
    • E02D17/08
    • PURPOSE:To ensure a wider passage in an excavated trench used for lowering a pipe and to lengthen a turning support section to prevent it from hanging downward of a spindle main body in the case the spindle main body consisting of a water pressure or hydraulic pressure cylinder is turned in the horizontal direction. CONSTITUTION:T-shaped hooks 15a and 29a of an interlocking member 15 of the basic end spindle receiver 16 and an interlocking member 29 of the front end spindle receiver 30 are fitted in longitudinal slots 1b of guide rails 1 and 1, and they are turned to 90 degree so as to prevent them from loosing. Wedges 14 and 28 are driven, and the interlocking members 15 and 29 are made to adhere to the guide rails 1. After that, a pivot section 8 of a coupling device 9 connected to one end of a spindle main body 4 is connected to a pivot section 11 of the receiver 16 with a pin 10. The other end thereof is covered with a coupling device 23 connected with a pin 17, and both ends are interlocked with both outsides of a cylindrical body 25 in which a pin 24 is inserted. After that, a cylinder of the main body 4 is operated and is expanded, and the guide rails 1 and 1 are maintained in specific trench width. In addition, the main body 4 is sufficiently supported by the long vertical turning support section. According to the constitution, piping work efficiency of the pipe can be promoted.
    • 8. 发明专利
    • SOIL RETAINING PANEL FOR TRENCH OUT CONSTRUCTION METHOD
    • JPH09328755A
    • 1997-12-22
    • JP15123496
    • 1996-06-12
    • NIPPON STEEL METAL PRODNIKKEN METAL KKSHINKANDA KOGYO KK
    • HANAI MASAJIMACHIDA SADAOTAKANEZAWA YOSHIMITSUIIDA NOBUAKIYUKI TAKESHIKAWAGUCHI SEIJIIIMURA TAMIJI
    • E02D17/08
    • PROBLEM TO BE SOLVED: To simplify a structure of a soil retaining panel and improve the ease of use by fixing a binding plate at a position where a groove opening in an end part of a vertical beam having a groove fixed on fringes on both sides of a face plate is blocked and providing a connection pin of upper and lower panels in an end part of the vertical beam by utilizing the binding plate. SOLUTION: Vertical beams 1, 1 are fixed in the vertical direction along fringes on both sides of an inner face of a face plate which is formed in such a manner that it has the same size and shape as a soil retaining panel and a plurality of horizontal reinforcing rigid members 2 are fixed in parallel across an interval in the right and left directions and in the vertical direction between the vertical beams 1, 1 on the right and left. The vertical beam 1 is provided with a groove 16 of which front is opened in the vertical direction, and a binding plate 4 is fixed at a position where an opening of the groove 16 in an upper end part and a lower end part is blocked by welding. A connection pin 7 which connects soil retaining panels which are accumulated in the vertical direction is provided in such a manner that it faces up or down in at least one part of the upper end part and the lower end part of the vertical beam 1 by utilizing the binding plate 4. The connection pin 7 is inserted into the groove 16, and a set screw 6 is inserted into a through hole 4a in a condition in which a stopper comes into contact with an end face of the vertical beam 1 and is screwed in a screw hole of the connection pin 7.
    • 9. 发明专利
    • Sheet pile timbering structure for excavated ditch
    • 挖掘桩的板材骨料结构
    • JP2007120223A
    • 2007-05-17
    • JP2005316268
    • 2005-10-31
    • Nippon Steel & Sumikin Metal Products Co LtdShinsugeta Kogyo Kk新菅田工業株式会社日鐵住金建材株式会社
    • IIMURA TAMIJIMATSUOKA HIROSHI
    • E02D17/08
    • PROBLEM TO BE SOLVED: To provide a sheet pile timbering structure for an excavated ditch which needs less number of trim beams 3 to be used compared to the conventional structure and excels in workability and in cost benefit, and by which an underground pipe can be laid quicker. SOLUTION: A wale member 2 is supported by a wale support member 4 structured, to be freely slidable in a vertical direction along the sheet pile 1 and be able to be positioned at an intended height. The wale member 2 is arranged in a longitudinal direction of each of two side walls of the excavated ditch. End parts of the wale members 2, 2 adjacent to each other in the longitudinal direction are connected to a jointing member 5, having an opening part for housing the end parts. The trim beam 3 is mounted between the joint members 5, 5 arranged to face each other in the direction of a width of the ditch. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了提供与常规结构相比需要使用较少数量的修剪梁3的挖掘沟槽的板桩结构,并且具有优异的可加工性和成本效益,并且通过该桩桩结构 可以放得更快 解决方案:纵行构件2由构造为沿着纸张堆1沿垂直方向自由滑动并且能够定位在预期高度的纵行支撑构件4支撑。 纵行构件2沿挖掘沟槽的两个侧壁的纵向排列。 在长度方向上彼此相邻的纵行构件2,2的端部连接到具有用于容纳端部的开口部的接合构件5。 修剪梁3安装在沿沟槽宽度方向彼此面对的接头构件5,5之间。 版权所有(C)2007,JPO&INPIT
    • 10. 发明专利
    • Swing jack mounting structure and cotter whirl-stop plate
    • SWING JACK安装结构和COTTER WHLL-STOP板
    • JP2010133202A
    • 2010-06-17
    • JP2008312596
    • 2008-12-08
    • Nippon Steel & Sumikin Metal Products Co LtdShinsugeta Kogyo Kk新菅田工業株式会社日鐵住金建材株式会社
    • IIMURA TAMIJI
    • E02D17/08
    • PROBLEM TO BE SOLVED: To provide a swing jack mounting structure enabling a large and heavy jack to be swung without causing fall-down using a cotter whirl-stop plate and the cotter whirl-stop plate used for the mounting structure. SOLUTION: Ends of the jack 2 are attached to poles 3 or frames 10 at both ends of a soil retaining panel with a swing connection device 5. The whirl-stop plate 7 of a cotter 52 is assembled to the mounting part of the swing connection device 5. The swing connection device 5 includes a connector member 51 which is inserted into the mounting hole of the pole 3 or the frame 10 and rotated to be secured, a fixed side member 50 joined to the connector member 51 with the fitting cotter 52, and a swing side member 54 connected to the fixed side member 50 through a hinge mechanism 53. The end of the jack 2 is joined to the swing side member 54. The whirl-stop plate 7 of the cotter 52 includes a cotter holding part 73 for constraining the position of the cotter 52 and a through-hole 70 through which the fixed side member 50 extends. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种摆动千斤顶安装结构,能够使大而重的千斤顶摆动,而不会发生使用开口旋转挡板和用于安装结构的开口旋转挡板的跌落。 解决方案:千斤顶2的端部通过摆动连接装置5连接到具有保护面板的两端的杆3或框架10上。开口52的旋转止动板7组装到 摆动连接装置5.摆动连接装置5包括插入到杆3或框架10的安装孔中并被旋转固定的连接器构件51,与连接器构件51接合的固定侧构件50 装配开口52和通过铰链机构53连接到固定侧构件50的摆动侧构件54.顶杆2的端部与摆动侧构件54接合。开口52的止旋板7包括: 用于限制开口52的位置的开口保持部73和固定侧构件50延伸穿过的通孔70。 版权所有(C)2010,JPO&INPIT