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    • 1. 发明专利
    • Plow for excavating water bottom ground and laying method of pipe body to water bottom using the plow
    • 使用PLOW进行水下底部排水和管壁方式
    • JP2003336765A
    • 2003-11-28
    • JP2002142004
    • 2002-05-16
    • Nippon Steel CorpSugano Farm Mach Mfg Co Ltdスガノ農機株式会社新日本製鐵株式会社
    • KANZAKI MASAMIHAGAMIDA HIROAKINAKANO MAKOTOSHIBATA SHUNJIROMIYAMOTO AKIRAUSAMI MICHIHARUSHIMOMURA TAKESHITANABE YOSHIO
    • E02D29/063F16L1/12F16L1/16
    • PROBLEM TO BE SOLVED: To provide a plow for excavating water bottom ground with a simple constitution and a laying method of a pipe body to the water bottom using the plow to prevent pollution in the peripheral water area when excavating the water bottom ground. SOLUTION: The plow for excavating water bottom ground is characterized in that a box body is fixed to the rear part of an excavating blade 3 whose tip edge 2 is formed in an acute angle, and the both ends part spreads in the curved shape backward. A traction device 7 is provided at the front part of the plow body 1 where a sole plate 5 is provided on the bottom of the excavating blade 3 and the box body 4. The plow for excavating water bottom ground is characterized in that the excavated ditch 10 is formed in the water bottom ground 8 after the plow for excavating water bottom ground is set to the water bottom ground, and then the pipe body 11 is laid inside the excavated ditch 10 while moving the plow body 1 by acting horizontal traction force to the traction device 7 provided on the front part of the plow body 1. COPYRIGHT: (C)2004,JPO
    • 要解决的问题:使用犁将简单的构造和管体的铺设方法提供给水底,以便在挖掘水底地面时防止周围水域的污染,以提供犁挖 。 解决方案:用于挖掘水底地面的犁耕的特征在于,箱体固定到挖掘刀片3的后部,其顶端边缘2形成为锐角,并且两端部分在弯曲的 形状向后。 牵引装置7设置在犁体1的前部,底板5设置在挖掘刀片3的底部和箱体4上。用于挖掘水底地面的犁挖掘机的特征在于挖掘沟 在将水底地面开挖的犁地设置在水底地面之后,在水底面8中形成10,然后通过作用水平牵引力移动犁体1将管体11放置在挖掘沟槽10的内部 牵引装置7设置在犁体1的前部。版权所有(C)2004,JPO
    • 2. 发明专利
    • Submarine pipe laying method
    • 海底管道铺设方法
    • JP2005121077A
    • 2005-05-12
    • JP2003354779
    • 2003-10-15
    • Nippon Steel Corp新日本製鐵株式会社
    • NISHIHARA SETSUOIWAMOTO ATSUSHISUGANO MASAHIKOSHINOHARA KAZUYUKIKANZAKI MASAMI
    • B63B35/03F16L1/12
    • PROBLEM TO BE SOLVED: To provide a submarine pipe laying method capable of efficiently executing the laying work without using anchors even in the very deep sea area, with respect to the submarine pipe laying method by a submarine towing method. SOLUTION: In this submarine pipe towing method for laying pipe bodies connected on land or at a long pipe manufacturing yard on a salvage barge, at the bottom of the sea by towing out the pipe bodies to a sea side by a tug-boat positioned at the offing through launching equipment, the DPS tug-boat 4 equipped with GPS 12 and a propelling machinery 11 is placed at the offing, and moved along a laying line, while measuring a position of the tug-boat by the GPS 12 and keeping the DPS tug-boat 4 at a fixed position by the propelling machinery 11, to lay the submarine pipes such as intake pipes 2 while towing the pipes without anchoring the DPS tug-boat 4. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种即使在非常深的海域,也可以通过海底拖曳方法相对于海底管道铺设方法,能够有效地执行铺设作业的海底管铺设方法。

      解决方案:在这种用于铺设连接在陆上或在救生驳船上的长管制造场地的管体的海底管牵引方法中,通过拖船将管体拖到海边,在海底, 通过发射设备定位在船上,通过发射设备将DPS拖船4配备有GPS 12和推进机械11放置在离开处,并沿着铺设线移动,同时通过GPS 12测量拖船的位置 并通过推进机械11将DPS拖船4保持在固定位置,在不锚定DPS拖轮4的同时拖曳管道的同时放置海底管道如进气管2。版权所有(C)2005 ,JPO&NCIPI

    • 3. 发明专利
    • Water bed pipe construction method using long pipe
    • 使用长管的水管施工方法
    • JP2005030455A
    • 2005-02-03
    • JP2003194144
    • 2003-07-09
    • Nippon Steel Corp新日本製鐵株式会社
    • MIYAMOTO AKIRANAKANO MAKOTOKANZAKI MASAMI
    • F16L1/26
    • PROBLEM TO BE SOLVED: To provide a subaqueous pipe construction method using a long pipe, allowing laying a water bed pipe with high efficiency at a low cost. SOLUTION: In this water bed pipe construction method, the work that the long pipe 3 obtained by joining a plurality of short pipes is transferred to a rear part of a barge type platform 1 anchored 2 on the bottom 23, a front part of the long pipe 3 is drawn on a plurality of guide rollers 5 mounted on the barge type platform 1, a front end of the long pipe 3 and a rear end of the existing long pipe 3 are welded and joined at a welding stage 6 of the barge type platform 1, and then the tensile force is applied to a prolonge 22 mounted on a front end of the existing pipe 3 to move along the laying line, is repeatedly performed to lay and extend the subaqueous pipes. COPYRIGHT: (C)2005,JPO&NCIPI
    • 要解决的问题:提供一种使用长管的水下管道施工方法,能够以低成本高效率地铺设水床管。 解决方案:在这种水床管道施工方法中,将通过连接多根短管而获得的长管3的工作转移到在底部23上锚定2的驳船式平台1的后部,前部 在长管3的前端和现有的长管3的后端在焊接平台1的焊接台6上焊接并接合, 驳船式平台1,然后将张力施加到安装在现有管3的前端上以沿着铺设线移动的吊环22,重复执行以铺设和延伸水下管。 版权所有(C)2005,JPO&NCIPI
    • 5. 发明专利
    • Water intake method for ocean deep water
    • JP2004036442A
    • 2004-02-05
    • JP2002193197
    • 2002-07-02
    • Nippon Steel Corp新日本製鐵株式会社
    • KANZAKI MASAMI
    • F04B47/02
    • PROBLEM TO BE SOLVED: To provide a water intake method for ocean deep water that can adjust temperature-rising to the water temperature at a discharge port required according to utilization purposes of ocean deep water in taking deep water with a low temperature using an intake pipe.
      SOLUTION: This water intake method for ocean deep water uses an intake pipe having good thermal conductivity as an intake pipe 1 of ocean deep water extended from an intake pump 2 to the depth at which deep water is taken, and raises the temperature of deep water with a low temperature within the pipe by the thermal conductivity from surface layer water outside the pipe by controlling the flow velocity within the pipe 1 according to a water temperature at a discharge port 3a required. The flow velocity within the pipe 1 is calculated from a thermal conductivity calculation formula in which a water temperature at an intake port 3, a water temperature at the discharge port 3a, the thermal conductive characteristic of the pipe 1, the pipe diameter, the extension distance and an ocean water temperature. A metal pipe or a metal pipe with corrosion-proof coating is used for the pipe 1 with good thermal conductivity.
      COPYRIGHT: (C)2004,JPO
    • 7. 发明专利
    • RENEWAL WORK METHOD FOR EXISTING WATER STORAGE TANK BY NON-CUT-OFF WATER SUPPLY
    • JP2001152694A
    • 2001-06-05
    • JP33548699
    • 1999-11-26
    • NIPPON STEEL CORP
    • MIYAMOTO AKIRANARITA YUKIOKANZAKI MASAMIKITAHARA NOBUHIRO
    • E03B11/00B65D90/00E04H7/06
    • PROBLEM TO BE SOLVED: To provide a new method for the renewal work for a deteriorated existing water storage tank while making its water usable without suspension of water supply. SOLUTION: A new water storage tank 2 having a planar shape smaller than that of the existing tank 1 for placing the new tank inside an existing one is fabricated near the outside of the existing water storage tank, and the new water storage tank 2 is inserted and installed to the inside of the existing water storage tank 1 by utilizing buoyancy of stored water in the tank 1 in this nonsuspension of water supply renewal method. For the newly installed water storage tank 2, a hole 6 is drilled at the bottom plate position opposite to the inlet 4 of the existing water storage tank 1, a cylindrical body 9 equipped with a detachable lid 8 at the top end with the inner diameter larger than the inlet rising portion 7 of the tank 1 is provided, the cylindrical body 9 has a size, capable of flowing water 10 flowing from the inlet 4 to the outlet 16 through the cylindrical body 9, when inserting and installing the new tank 2 inside the existing tank 1, a filling and draining holes 12, having a valve capable of filling and draining stored water in the tank 1 at a position separated away from the cylindrical body 9 is provided, and the usage state is maintained, and the new tank 2 is inserted and installed in the existing tank 1 with non-cut-off water, while usage conditions are being maintained.