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    • 1. 发明专利
    • Truck for pipe transportation
    • 卡车用于管道运输
    • JP2006022618A
    • 2006-01-26
    • JP2004203701
    • 2004-07-09
    • Esutekku:KkKurimoto Kasei Kogyo KkSumitomo Osaka Cement Co Ltd住友大阪セメント株式会社栗本化成工業株式会社株式会社エステック
    • NOKUBO HIROYUKIHAZAMA MASAYAFUJIMOTO MITSUNOBUOKUYA ATSUSHIOKAUJI TOSHIKIYOSHIHARA MASAHIROHAMAHIRA SHINICHINAKAJIMA YUICHISHIWA HIROTO
    • E21F13/00B61B13/10E21D9/06E21D11/40
    • PROBLEM TO BE SOLVED: To reduce the working space of a truck and a shaft or the like for bringing in new pipes.
      SOLUTION: Rubber made auxiliary wheels 13a, 13b, 14a, 14b are installed in the front and rear sides of a truck 10. The trucks 10 can travel through in both directions into the new pipes B without damaging the inner face of the same with both auxiliary wheels. Consequently, in the working space of the shaft or the like, under the state the truck 10 is evacuated in an existing pipe line A, the new pipes B are unloaded in the working space and the trucks 10 are driven back in the existing pipe line A in the state the auxiliary wheels 14 of the rear side are protruded to insert in the new pipes B and support the existing pipes. When the truck 10 can evacuate in the existing pipe line A, the space for parking the truck 10 is not necessary, it can be narrowed all the more. Moreover, after connection of the new pipes into the existing pipe lines A, the truck 10 can evacuate by going back the truck 10 into the new pipes B under the condition the front side auxiliary wheel 13 is protruded.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:减少用于引入新管道的卡车和轴等的工作空间。 解决方案:橡胶制的辅助轮13a,13b,14a,14b安装在卡车10的前侧和后侧。卡车10可以在两个方向上穿过新的管道B,而不会损坏卡车10的内表面 与两个辅助轮相同。 因此,在轴等的工作空间中,在卡车10在现有的管路A中被抽空的状态下,新的管道B被卸载在工作空间中,并且卡车10被驱回到现有管道 在后侧的辅助轮14突出的状态下,A插入到新管B中并支撑现有的管。 当卡车10能够在现有管线A中排出时,不需要用于停放卡车10的空间,因此可以更窄。 此外,在将新管道连接到现有的管路A之后,在前侧辅助轮13突出的状态下,通过将卡车10返回到新管道B中,卡车10可以排出。 版权所有(C)2006,JPO&NCIPI
    • 2. 发明专利
    • Water passage repairing method
    • 水呼吸修复方法
    • JP2008121718A
    • 2008-05-29
    • JP2006303157
    • 2006-11-08
    • Estec Co LtdKurimoto Kasei Kogyo KkNational Agriculture & Food Research OrganizationSumitomo Osaka Cement Co Ltd住友大阪セメント株式会社栗本化成工業株式会社株式会社エステック独立行政法人農業・食品産業技術総合研究機構
    • MOURI SHIGEYUKIHORI TOSHIKAZUMATSUSHIMA KENICHIMAKINO TOMONOBUHAZAMA MASAYAINOUE KOJIYOSHIHARA MASAHIROISHIKAWA KOZOFUTAGAWA TOSHIAKISHIWA HIROTOTAKAHASHI HIDEO
    • F16L1/00E03B7/00E03F3/06
    • PROBLEM TO BE SOLVED: To provide a water passage repairing method using grout material (a) that gives minimum buoyancy to a new pipe.
      SOLUTION: The grout material (a) is filled between an agricultural water tunnel water passage (a closed water passage) A and a reinforcing plastic composite pipe B inserted thereinto via filling ports 1. The grout material consists of milk a' which is formed of hardening material, kneaded water and admixture and to which the admixture as dispersant is added, and a bubble group c which is formed of diluted solution c' in which foaming agent is mixed and air c". It has a wet density of 0.5 t/m
      3 or lower, a flow value of 140 mm or smaller, and a compression strength of 500 KN/m
      2 or higher for a material age of 28 days, wherein air has a capacity ratio of 65% or more, the weight ratio of the kneaded water to the hardening material is 55% or less, and the weight ratio of the admixture to the hardening material is 0.1-0.5%, meaning low gravity. The grout material gives small buoyancy to the new pipe and serves for easy buoyancy preventing measures. In a construction site, the diluted solution in which the foaming agent is dissolved and air are manufactured by an bubble manufacturing device 14b, and the bubbles and the milk are kneaded by a kneading machine 14a and filled between the pipe B and the closed water passage via a filling pipe 10.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:提供一种使用对新管道赋予最小浮力的灌浆材料(a)的水通道修复方法。 解决方案:灌浆材料(a)填充在农用水隧道水通道(封闭水通道)A和通过填充口1插入其中的增强塑料复合管B之间。灌浆材料由牛奶a 由硬化材料,捏合水和混合物形成,并且加入作为分散剂的混合物和由其中混合有发泡剂的稀释溶液c'和空气c“形成的气泡组c,其湿密度为 对于28天的材料年龄,0.5t / m 3 / SP>或更低,流动值为140mm或更小,压缩强度为500KN / m 2 / SP>或更高 其中空气的容量比为65%以上,混炼水与硬化材料的重量比为55%以下,混合物与硬化材料的重量比为0.1-0.5%,意味着低重力 灌浆材料对新管道浮力较小,易于浮力防止措施,在施工现场, 其中通过气泡制造装置14b制造发泡剂溶解的稀释溶液和空气,并且通过捏合机14a捏合气泡和乳,并通过填充管10填充在管B和封闭水通道之间 版权所有(C)2008,JPO&INPIT
    • 5. 发明专利
    • Bent pipe
    • 弯管
    • JP2006283932A
    • 2006-10-19
    • JP2005107711
    • 2005-04-04
    • Kurimoto Kasei Kogyo Kk栗本化成工業株式会社
    • ITO KOICHIMIYAZAKI TORUNOKUBO HIROYUKIHAZAMA MASAYAMAKINO TOMONOBU
    • F16L43/00F16L13/10F16L27/10
    • PROBLEM TO BE SOLVED: To prevent destruction of a bent pipe when receiving force in the direction being right angle for a pipe axis and stabilize a relative position of a pipe body. SOLUTION: This bent pipe is constituted by arranging pipe bodies 2a, 2b formed by cutting a direct pipe obliquely in a condition in which the pipe body 2a on one side is rotated by 180 degrees around a pipe axis for the pipe body 2b on the other side and cutting faces 6, 6 face each other and connecting the pipe bodies 2a, 2b mutually. The pipe bodies 2a, 2b are arranged by bringing them into mutual contact on a rear side and separating them from each other on a belly side to connect the pipe bodies 2a, 2b mutually in a flexible laminated layer bonded part 3. COPYRIGHT: (C)2007,JPO&INPIT
    • 要解决的问题:为了防止弯曲管在沿着管轴线成直角的方向上受到力的破坏并且稳定管体的相对位置。 解决方案:该弯曲管由在管体2b的管轴绕一侧侧的管体2a旋转180度的状态下,配置倾斜地切割直管而形成的管体2a,2b, 在另一侧和切割面6,6彼此面对并且相互连接管体2a,2b。 管体2a,2b通过使它们在后侧相互接触并且在腹部彼此分离而布置,以将管体2a,2b相互连接在柔性层压层接合部分3中。

      版权 (C)2007,JPO&INPIT

    • 6. 发明专利
    • Pipe fixing structure and pipe fixing method
    • 管固定结构和管固定方法
    • JP2005207074A
    • 2005-08-04
    • JP2004013470
    • 2004-01-21
    • Kurimoto Kasei Kogyo Kk栗本化成工業株式会社
    • NOKUBO HIROYUKIMIYAZAKI TORUHAZAMA MASAYAOKAUJI TOSHIKIINOUE KOJIFUJIMOTO MITSUNOBU
    • E21D9/06E21D11/04E21D11/10F16L1/00F16L3/00
    • PROBLEM TO BE SOLVED: To provide a fixing structure and a pipe fixing method capable of being applied to such a case that a gap is small and preventing the occurrence of slippage and local stress in a pipe line.
      SOLUTION: Both pipe lines 1 and 2 are fixed in a gap 4 between the existing pipe line 1 and the insertion pipe line 2 by inserting a pipe fixing plate 3 having the same material as that of a fill material 5 injected in the gap 4 in advance, and the fill material 5 is injected in the gap 4 to integrate them with each other in such a state. The pipe fixing plate 3 is placed around the whole circumference of the gap 4, and can be inserted in the direction of the diameter of the pipe line in piles by fitting to the width of the gap 4. In that case, the fill material 5 and the pipe fixing plate 3 integrally support the whole both pipe lines 1 and 2 by an equal force, the occurrence of the slippage in the pipe lines is suppressed, and the pipe fixing plate 3 can also correspond to such a case when the gap 4 has a narrow width because of its plate-like body. When the insertion pipe line 2 is inserted into the existing pipe line 1, an insertion port 2a of one end is fitted to a socket 2b of the other insertion pipe line 2 to fix, and, the pipe fixing plate 3 is inserted in the circumference of the socket 2b of the other end to fix. A placement position of the pipe fixing plate 3 is always located on the end on the starting side of the insertion pipe line 2 to be properly connected to easily insert the pipe fixing plate 3.
      COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种能够应用于间隙小的情况的固定结构和管固定方法,并且防止在管线中发生滑动和局部应力。 解决方案:管线1和管道2通过插入具有与注入管线1中的填充材料5相同材料的管固定板3而固定在现有管线1和插入管线2之间的间隙4中 间隙4,并且将填充材料5注入到间隙4中,以使它们在这种状态下彼此一体化。 管固定板3围绕间隙4的整个周边配置,并且可以通过与间隙4的宽度配合而沿桩的直径方向插入。在这种情况下,填充材料5 管固定板3通过相等的力一体地支撑整个管线1和2,抑制了管路中的滑动的发生,并且管固定板3也可以对应于间隙4 由于其板状体,宽度较窄。 当插入管线2插入到现有的管线1中时,一端的插入口2a装配到另一插入管线2的插座2b上以固定,并且管固定板3插入到圆周 的另一端的插座2b固定。 管固定板3的放置位置总是位于插入管线2的起始侧的端部,以适当地连接,从而容易地插入管固定板3.版权所有(C)2005,JPO&NCIPI