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    • 2. 发明专利
    • Method of regenerating existing tube
    • 再现现有管的方法
    • JP2005240969A
    • 2005-09-08
    • JP2004054732
    • 2004-02-27
    • Kubota Construction Co LtdKubota CorpOsaka Bosui Constr Co Ltd株式会社クボタ株式会社クボタ建設株式会社大阪防水建設社
    • KATAGIRI MAKOTOHORI TOMOAKIYANAGAWA MASAKAZUOHINATA MASAAKI
    • F16L55/18F16L1/00
    • PROBLEM TO BE SOLVED: To enhance workability without requiring connecting operation within an existing tube. SOLUTION: A method for regerating the existing tube comprises assembling an arc member and a connection member inside manhole etc. and then creating a plurality of ring body units 10. It comprises carrying them into the installed tube 32 in sequence and lining up without connecting the ring body unit 10 with each other. It comprises winding up a belt-like inside member 40 on inner surface of the ring body unit 10 after they are arranged and then forming inner surface of the regeneration tube. It comprises injecting a filling from above net-like spacer 34 between the belt-like inside member 40 rolled and the installed tube 32 and making the installed tube 32 in one piece with the ring body unit 10 and the belt-like inside member 40. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提高可加工性,而不需要在现有管内连接操作。 解决方案:一种用于调节现有管的方法,包括在人孔等内部组装弧形构件和连接构件,然后形成多个环形体单元10.其包括依次将它们运入安装的管32并排列 而不将环主体单元10彼此连接。 其包括在环状体单元10的内表面上缠绕带状的内部构件40,并且再形成再生管的内表面。 它包括从卷状的带状内部构件40和安装的管32之间的上部网状间隔件34注入填充物,并将安装的管32与环形体单元10和带状内部构件40一体地制成。 版权所有(C)2005,JPO&NCIPI
    • 3. 发明专利
    • Method for inspecting water pressure in soft pipe
    • 软管中水压检测方法
    • JP2003329537A
    • 2003-11-19
    • JP2002140599
    • 2002-05-15
    • Kubota Corp株式会社クボタ
    • NAKAMURA RYOICHIROSAKAMOTO HIROAKIKATAGIRI MAKOTO
    • G01M3/26G01M3/28
    • PROBLEM TO BE SOLVED: To reduce an inspection time for convenient performance and improve workability.
      SOLUTION: A pipeline is closed and water is supplied into the pipeline. Excess pressure of 1.75 MPa larger than inspection water pressure is applied. After the excess pressure is applied, the excess pressure is immediately reduced to the inspection water pressure of 1.0 MPa without a holding time. Then, behavior of pressure deterioration is measured. If a first measured water pressure i.e., pipeline water pressure after 1 hour from application of the inspection water pressure is a first predetermined reference water pressure or more, it determines that there is no water leakage in the pipeline. The first reference water pressure is set to a value e.g. 0.95 MPa. If the first measured water pressure is below the first reference water pressure, the behavior of the pressure deterioration is continuously measured. If a second measured water pressure after 24 hours from the application of the inspection water pressure is a second predetermined reference water pressure or more, it determines that there is no water leakage in the pipeline. The second reference water pressure is set to a value e.g. 0.7 MPa.
      COPYRIGHT: (C)2004,JPO
    • 要解决的问题:减少检查时间,方便性能,提高可加工性。

      解决方案:管道关闭,水管道中供水。 施加比检查水压大1.75MPa的过压。 施加过量的压力后,过剩压力立即降低到1.0MPa的检查水压,而没有保持时间。 然后,测量压力劣化的行为。 如果第一测量水压即施加检查水压1小时后的管道水压为第一预定参考水压或更高,则确定管道中没有漏水。 第一参考水压被设定为例如值。 0.95MPa。 如果第一测量水压低于第一参考水压,则连续地测量压力劣化的行为。 如果从施加检查用水压力起24小时后的第二测定水压为第二规定的基准水压以上,则判断为在管路中没有漏水。 第二参考水压被设定为例如值。 0.7MPa。 版权所有(C)2004,JPO

    • 4. 发明专利
    • Separation preventing joint for soft pipe
    • 软管分离防止接头
    • JP2000074280A
    • 2000-03-14
    • JP24055198
    • 1998-08-26
    • Kubota Corp株式会社クボタ
    • NAKAMURA RYOICHIROHIRAFUJI TAKEFUMIKATAGIRI MAKOTOOMURO HIDEKI
    • E03C1/02F16L19/06F16L33/22
    • PROBLEM TO BE SOLVED: To easily perform construction without disassembling respective structural parts. SOLUTION: At least one slit 18 axially extending from the tip of an opening part 16 is formed on a joint main body 14, and a biting edge 24 is formed on the inner surface of a part formed with the slit 18, namely, a fastening part 20. Accordingly, when a fastening ring 34 is rotated and displaced to the fastening part 20 after a soft pipe 12 mounted with an inner core 42 on its end is inserted into the opening part 16, the fastening part 20 is contracted, the biting edge 24 on the inner surface bites the outer surface of the soft pipe 12, and the soft pipe 12 is pinched between the fastening ring 34 and the inner core 42.
    • 要解决的问题:在不拆卸各自的结构部件的情况下容易地进行构造。 解决方案:在接头主体14上形成有从开口部16的前端轴向延伸的至少一个狭缝18,并且在形成有狭缝18的部分的内表面上形成咬合边缘24,即紧固 因此,当在其端部上安装有内芯42的软管12插入到开口部16中之后,当紧固环34旋转并移位到紧固部20时,紧固部20收缩,咬合 内表面上的边缘24咬住软管12的外表面,软管12被夹在紧固环34和内芯42之间。
    • 6. 发明专利
    • Feed water pipe connecting structure and feed water pipe attaching pipe
    • 进水管连接结构和给水管连接管
    • JP2000074259A
    • 2000-03-14
    • JP24126198
    • 1998-08-27
    • Kubota Corp株式会社クボタ
    • KATAGIRI MAKOTOHIRAFUJI TAKEFUMIOMURO HIDEKINAKAMURA RYOICHIRO
    • F16L1/00
    • F16L1/00
    • PROBLEM TO BE SOLVED: To sufficiently cope with the case where the relative displacement amount between a feed water pipe and a corporation stop with saddle is large as well as to constitute a feed water pipe connecting structure having a bending property and an expansible property at low cost.
      SOLUTION: A feed water pipe attaching pipe 18 is inserted in an attaching part of a corporation stop with saddle of a feed water pipe 14, and the attaching part is wrapped. When the relative displacement is generated between the feed water pipe 14 and the corporation stop with saddle 16 by the ground displacement following an earthquake, a curved pipe part 46 of the feed water pipe attaching pipe 18 follows the displacement and bent or expanded or contracted.
      COPYRIGHT: (C)2000,JPO
    • 要解决的问题:为了充分应对供水管和公司之间的相对位移量停止与鞍座相比较大的情况,并且构成具有弯曲性能和低膨胀性的给水管连接结构 成本。 解决方案:给水管连接管18插入到供水管14的鞍座的公司停车站的安装部分中,并且附接部分被包裹。 当在地震发生之后,通过地面位移在给水管14和具有鞍座16的公司停止点之间产生相对位移时,给水管道附接管18的弯曲管道部分46跟随位移并弯曲或膨胀或收缩。