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1. 发明专利

JP2017089840A 管持上げ装置及び管持上げ・持下げ方法有权
公开(公告)号：JP2017089840A
公开(公告)日：2017-05-25
申请号：JP2015223972
申请日：2015-11-16
申请人：株式会社栗本鐵工所 , Kurimoto Ltd
发明人： FUJITA KOJI , TAKAGI KEISUKE , SHIMOYASU TETSUJI , MORIMOTO KOICHI
IPC分类号： F16L1/00 , E03B7/00 , E03F3/06 , F16L1/10
摘要：【課題】従来と異なる方法によって管を持上げる。【解決手段】さや管P’の内面間にベース部材10を架け渡し、そのベース部材の中程に新管Pの上下径方向の押し当て手段30を設け、その押し当て手段により、新管の上下径方向cのさや管の天井に吊下げベース20を押し当て、その吊下げベースから新管の下端に線状体40を導いて固定する。線状体に介設された治具50で線状体を縮長させて新管を持上げる。このとき、線状体は新管の径方向cの両側に位置し、その線状体に対して新管は線対称となって持上げられ、不要な外力が加わらない限り、真っ直ぐ持上げられる。吊下げベースは押し当てによってさや管内面に固定され、ヒューム管のように、その内面が平らな凹凸がない面であっても、その吊下げベースを容易に固定できる。さや管内に、ベース部材、吊下げベース、押し当て手段を十分納まる大きさとすることができ、さや管内に広い作業空間を確保する必要もない。【選択図】図2

2. 发明专利

JP2014126101A Lock ring for pipe joint 有权
标题翻译：管接头锁
公开(公告)号：JP2014126101A
公开(公告)日：2014-07-07
申请号：JP2012282425
申请日：2012-12-26
申请人： Kurimoto Ltd , 株式会社栗本鐵工所
发明人： YAMAMOTO MASAYUKI , YOSHIDA YOSHINORI , TAKAGI KEISUKE
IPC分类号： F16L21/08
摘要： PROBLEM TO BE SOLVED: To provide a lock ring which forms a stabler joint structure.SOLUTION: There is provided a lock ring 1 for pipe joint such that: a ring part 2 is tapered to be larger in diameter on the side of an opening of a socket 11, and also divided at one place to be elastically expandable in diameter; the ring part 2 is provided with a plurality of leg projections 3 raised in outer-diameter directions; when the ring part 2 is put in a lock ring groove 13, a large-diameter end of the ring part 2 and the leg projections 3 restrict movement in a pipe axial direction; when pulling-out force is applied on an insertion hole 12 from the socket 11, an anti-loosening projection 16 at an outer periphery of the insertion hole 12 abuts on a small-diameter end of the ring part 2 to stop the insertion hole 12 from coming out of the socket 11. A leg projection which faces the division part of the ring part 2 among the leg projections 3 is formed by bending both ends at an angle of inclination to a peripheral direction, and an end face of the leg projection 3 is in level with a small diameter-side end face of the ring part 2 while connecting with a base part.
摘要翻译：要解决的问题：提供一种形成更稳定的接头结构的锁定环。解决方案：提供一种用于管接头的锁定环1，使得环形部分2在锥形开口侧插座11，并且在一个位置处被分割成可弹性地扩展直径; 环部2设置有在外径方向上升起的多个脚部突起3，当环部2放入锁定环槽13中时，环形部分2的大直径端部和腿部突起部3限制管道轴向移动; 当从插座11向插入孔12施加拉出力时，插入孔12的外周的防松动突起16与环部2的小直径端抵接，以阻止插入孔12 从插座11出来。通过将腿部突起3中的环部2的分割部分的腿部突起以与周向倾斜的角度弯曲两端而形成，并且腿部突起的端面 3与环状部分2的小直径侧端面平齐，同时与基部连接。

3. 发明专利

JP2008267062A Method and system of predicting deposit amount of turbid substance 有权
标题翻译：预测浮游物质沉积量的方法和系统
公开(公告)号：JP2008267062A
公开(公告)日：2008-11-06
申请号：JP2007114143
申请日：2007-04-24
申请人： Kurimoto Ltd , 株式会社栗本鐵工所
发明人： ARIYOSHI HIROKI , SHIMOMURA MASAHIRO , MATSUURA NORIHIDE , OKAMOTO YOSHIKI , TAKAGI KEISUKE , KONAKA MASAZUMI , TAKEUCHI MITSUHISA , KIMURA FUMIKAZU
IPC分类号： E03B1/00 , E03B7/09
摘要： PROBLEM TO BE SOLVED: To easily specify the positions where a turbid substance is likely to deposit in a whole area where tap water is supplied, and to easily determine the timing of washing of piping. SOLUTION: The whole area is divided into a plurality of meshes 2. Speed of increase of the turbid substance in each mesh is estimated by performing multi-regression calculation employing the speed of increase of the deposit amount of the turbid substance 18 as objective variables, and employing the number of dead ends 6 per unit length of the piping 3, a ratio of the piping length of a mortar lining piping laid before the year 1990 to the total extending length of the piping, and three of coefficient of discharge as explanatory variables. A result of an analysis for each mesh is two-dimensionally displayed on a display screen 1, so that the deposit condition of the turbid substance for the whole area can be grasped visually. Further, as the timing of washing the piping is calculated by dividing an acceptable deposit amount of the turbid substance by the speed of increase and is displayed two-dimensionally, distribution of the timing of washing the piping in the area can be easily determined. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了容易地指定在供应自来水的整个区域中浑浊物质可能沉积的位置，并且容易地确定管道的洗涤时间。解决方案：将整个区域分成多个网格2.通过使用浑浊物质18的沉积量的增加速度进行多回归计算来估计每个网格中混浊物质的增加速度，如客观变量，使用管道3的每单位长度的死角数6，1990年以前铺设的砂浆衬里管道的管道长度与管道的总延伸长度的比率，以及三个排放系数作为解释变量。每个网格的分析结果在显示屏幕1上二维地显示，从而可以目视地掌握整个区域的混浊物质的沉积状态。此外，由于通过将混浊物质的可接受沉积量除以增加速度来计算洗涤管道的时间，并且二维显示，可以容易地确定在该区域中清洗管道的时间的分布。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2000130079A METHOD FOR LAYING PIPELINE PENETRATING LEVEE BODY WITH NON-CUT-AND-COVER 失效
公开(公告)号：JP2000130079A
公开(公告)日：2000-05-09
申请号：JP32456598
申请日：1998-10-28
申请人： KURIMOTO LTD
发明人： SENZAKI YASUTO , UEDA TAKASHI , TAKAGI KEISUKE , SHIBATA YUSUKE
IPC分类号： E21D9/04 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To efficiently lay a pipeline with water stopped penetrating a levee body with non-cut-and-cover. SOLUTION: A injection nozzle 21 is screwed vertically from the levee crown 11 to a levee body 1, cement slurry S mixed with a hardening accelerator is jetted from the tip and exchanged to form a vertical columnar body and this procedure is repeated, an impervious wall main body 3 having required height and width is formed, an excavation machine 7 having a diameter slightly larger than a drive pipe is attached to the tip of a drive pipe from a shaft 4, this drive pipe is pushed horizontally into the levee body and made longer by jointing additional pipes, when it reaches a scheduled drive pipe 5X intersecting with the main body 3 of impervious wall in the shaft 4, a plurality of ring-shaped impervious bags are folded housed in freely expandable manner, at this time, an impervious drive pipe 6 with a grout inlet opened is connected, the ring-shaped impervious bag is covered, drive is continued while the ingress of sediment is blocked, a pipeline penetrating through the levee body 1 is formed, the impervious bag is expanded to the outer peripheral side, gap C between a penetration hole 31 of the main body 3 of impervious wall and the impervious drive pipe is partitioned, blocked and closed tightly, grout is injected into the gap and filled, and a pipeline having high water stopping ability is laid by non-cut-and-cover.

5. 发明专利

JP2000008774A METHOD OF LAYING PIPELINE PIERCING DAM BODY BY NON-OPEN- CUTTING 失效
公开(公告)号：JP2000008774A
公开(公告)日：2000-01-11
申请号：JP19661398
申请日：1998-06-26
申请人： KURIMOTO LTD
发明人： UEDA TAKASHI , MURAKAMI MITSUHIRO , SUEMATSU YASUNARI , TAKAGI KEISUKE
IPC分类号： E02D3/12 , E02B3/10 , E21D9/06
摘要： PROBLEM TO BE SOLVED: To ensure water barrier function so as to eliminate anxiety about water leakage and to execute work safely in the case of laying a pipeline piercing a dam body by non-open-cutting. SOLUTION: Cement slurry is injected inside from the upper part of a dam body 1 to construct a water barrier wall body 3 for cutting off a predetermined pipeline. Propulsion pipes 5A, 5B,... are horizontally pushed into the dam body 1 from a shaft 4 while cutting, and a water barrier propulsion pipe 6 provided with two elastic water barrier rings 61A, 61B and a grout filling port 62 between both members is interposed in a predetermined position intersecting the water barrier wall body 3. After forming a predetermined pipeline by extending normal propulsion pipes, an actuating means 7 is started to make two elastic water barrier rings bulge outward to form a closed space partially partitioning an annular clearance C between the outer peripheral surface and a cut face at the time of propulsion. Group is filled in the space to replace it with a grout filled layer M, thus providing water barrier function.

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