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1. 发明专利

JP2004286163A Low-temperature pipe underground embedding structure 有权
公开(公告)号：JP2004286163A
公开(公告)日：2004-10-14
申请号：JP2003080879
申请日：2003-03-24
申请人： Kawasaki Heavy Ind Ltd , Osaka Gas Co Ltd , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 大阪瓦斯株式会社 , 川崎重工業株式会社
发明人： UENO YASUHIRO , MORIMOTO NAOYA , NAKAMURA KEIICHI , IKEBE MASATO , HORINO SATOSHI , KISHIMOTO SETSUJI
IPC分类号： F16L3/08 , F16L1/024 , F16L59/147
摘要： PROBLEM TO BE SOLVED: To allow a low-temperature pipe to be embedded under the ground while maintaining heat insulating function by covering the low-temperature pipe and a heat insulating material at its outer periphery side with a sheathing pipe and welding the sheathing pipe without damaging the heat insulating material. SOLUTION: The low-temperature pipe as an invar pipe is covered with the heat insulating material 3 and the low-temperature pipe 2 and the heat insulating material 3 at its outer periphery side are covered with the sheathing pipe 4. A plurality of spacer structures 6 are arranged at proper lengths in the longitudinal direction of the pipe for setting a preset thickness of space 5 between the heat insulating material 3 and the sheathing pipe 4. Each of the spacer structures 6 has a reinforcing plate 21 mounted on the outer periphery of the heat insulating material and a spacer member 20 mounted between the heat insulating material 3 (the reinforcing plate 21) and the sheathing pipe 4. COPYRIGHT: (C)2005,JPO&NCIPI

2. 发明专利

JP2004293756A Liquid extracting structure of buried piping 有权
标题翻译：液体管道液体提取结构
公开(公告)号：JP2004293756A
公开(公告)日：2004-10-21
申请号：JP2003090483
申请日：2003-03-28
申请人： Kawasaki Heavy Ind Ltd , Osaka Gas Co Ltd , Sumitomo Metal Ind Ltd , 住友金属工業株式会社 , 大阪瓦斯株式会社 , 川崎重工業株式会社
发明人： UENO YASUHIRO , MORIMOTO NAOYA , KISHIMOTO SETSUJI , HORINO SATOSHI , TAKAO MASAZUMI , SATO YUKO
IPC分类号： F16L55/07 , F16L1/00 , F16L59/14
摘要： PROBLEM TO BE SOLVED: To provide the most suitable liquid extracting structure of buried piping for liquid extracting of the buried piping so as to transport cryogenic liquid such as LNG. SOLUTION: The liquid extracting structure of the buried piping is buried under the ground and used for transportation piping of cryogenic liquid. In the liquid extracting structure of the buried piping, a branching section is attached to an outside lower part of the transportation piping and provided with liquid extraction piping connected to the branching section, and equipped with heat insulating material for covering the transportation piping and the liquid extracting piping and an outer piping for housing the heat insulating material. It is desirable that the liquid extracting piping covered with the heat insulating material is provided. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了提供埋藏管道的液体提取的最合适的液体提取结构，以便运输诸如LNG的低温液体。解决方案：埋地管道的液体提取结构埋在地下，用于低温液体输送管道。在埋设管道的液体提取结构中，分支部分安装在输送管道的外部下部，并且具有连接到分支部分的液体抽取管道，并且配备有用于覆盖输送管道和液体的绝热材料提取管道和用于容纳绝热材料的外部管道。设置覆盖有隔热材料的液体提取管道。版权所有（C）2005，JPO＆NCIPI

3. 发明专利

JP2005180926A Fatigue sensor 有权
标题翻译：疲劳传感器
公开(公告)号：JP2005180926A
公开(公告)日：2005-07-07
申请号：JP2003417474
申请日：2003-12-16
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： NIHEI KANTA , MURAKISHI OSAMU , KOBAYASHI TOMOHIRA , KOGA SHINJI , OKU YASUMASA , OGAKI KAZUO , UMEDA SATOSHI , HORINO SATOSHI
IPC分类号： G01M99/00 , G01N3/32 , G01M19/00
摘要： PROBLEM TO BE SOLVED: To provide a fatigue sensor capable of precisely measuring the degree of damage caused by the fatigue of a member to be detected in a low-temperature environment. SOLUTION: The fatigue sensor 1, adapted to the member 12 to be detected exposed to the low-temperature environment, is equipped with a foil-like substrate 2 and the foil-like fragment 10, wherein a slit 9, which extends from one side part 7 in the width direction, vertical to the longitudinal direction of the substrate to the other side part 8 in the width direction thereof, is provided at a central part 6 between both longitudinal end parts 4 and 5. The fragment 10 is formed of a material, of which the coefficient of linear expansion is larger than that of the member 12 to be detected, and both the longitudinal end parts 4 and 5 are fixed on one side 3 of the substrate 2. COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：提供一种能够精确地测量在低温环境下被检测部件的疲劳引起的损伤程度的疲劳传感器。解决方案：适用于被暴露于低温环境的被检测部件12的疲劳传感器1配备有箔状基板2和箔状碎片10，其中延伸有狭缝9 在两个纵向端部4和5之间的中心部分6处设置有从宽度方向的一个侧部7的垂直于基板的纵向方向到宽度方向的另一侧部分8的部分。片段10是由材料形成，其线膨胀系数大于被检测部件12的线膨胀系数，并且两个纵向端部4和5都固定在基板2的一侧3上。版权所有： C）2005，JPO＆NCIPI

4. 发明专利

JP2013238039A Dome roof temporary fixation method and dome roof temporary fixation structure 有权
标题翻译：圆顶屋顶临时固定方法及圆顶屋顶临时固定结构
公开(公告)号：JP2013238039A
公开(公告)日：2013-11-28
申请号：JP2012111548
申请日：2012-05-15
申请人： Kawasaki Heavy Ind Ltd , 川崎重工業株式会社
发明人： MATSUURA TSUYOSHI , NAKAYAMA AKIRA , HORINO SATOSHI , OSHIBE SHINYA
IPC分类号： E04H7/06
摘要： PROBLEM TO BE SOLVED: To provide a dome roof temporary fixation method capable of temporarily fixing a dome roof to an upper end of a dike without performing any welding after raising the dome roof by air raising, and its temporary fixation structure.SOLUTION: The work of fixing a roof bone upper fixture 23 beforehand to a roof bone 20 of a dome roof 5 before raising the dome roof 5 of a flat bottom cylindrical storage tank by air raising, fixing a portal fixture 24 corresponding to the roof bone upper fixture 23 and a stopper member 25 beforehand to a peak part of a dike 2, engaging one end of a roof fixing beam 28 inserted to the portal fixture 24 with the roof bone upper fixture 23, fitting a spacer member 30 between the other end of the roof fixing beam 28 and the stopper member 25, and respectively fitting wedge members 31 and 32 between the one end of the roof fixing beam 28 and the roof bone upper fixture 23 and between the roof fixing beam 28 and a horizontal beam part 27b of the portal fixture 24 is performed respectively to the plurality of roof bones 20 of the dome roof 5.
摘要翻译：要解决的问题：提供一种圆顶屋顶临时固定方法，其能够在通过升高提升圆顶屋顶之后不进行任何焊接而暂时将圆顶屋顶固定到堤防的上端，并且其临时固定结构。解决方案：工作在通过升高升高平底圆柱形储罐的圆顶顶部5之前，将屋顶骨上固定件23预先固定到圆顶屋顶5的屋顶骨20，固定对应于屋顶骨上固定件23的入口固定件24和止挡件25预先到达堤坝2的顶部，与屋顶骨上部固定件23接合插入入口固定件24的屋顶固定梁28的一端，将间隔件30安装在屋顶固定件的另一端之间梁28和止动构件25，以及分别在顶部固定梁28的一端和屋顶骨上固定件23之间以及屋顶固定梁28和水平梁部分27b之间的楔形构件31和32 分别对门槛屋顶5的多个屋檐20执行门槛固定装置24。

5. 发明专利

JP2001271997A INVAR MEMBRANE TANK 失效
公开(公告)号：JP2001271997A
公开(公告)日：2001-10-05
申请号：JP2000083611
申请日：2000-03-24
申请人： TOKYO GAS CO LTD , ISHIKAWAJIMA HARIMA HEAVY IND , KAWASAKI HEAVY IND LTD , NIPPON KOKAN KK , MITSUBISHI HEAVY IND LTD
发明人： KAMIYA ATSUSHI , ENUMA KAZUYUKI , ISHIDA SHOJI , NEMOTO MAKOTO , SAKAI TATSUYOSHI , RYU SHUNJI , HORIGUCHI MASASHI , NAITO KIYOSHI , KUBOYAMA KOJI , HORINO SATOSHI , KONOSHIMA NOBUYUKI , ASAMI JUN , NAKATANI ICHIRO , ITO NAOYUKI
IPC分类号： B65D88/06 , B65D90/04 , F17C13/00
摘要： PROBLEM TO BE SOLVED: To provide a low temperature liquefied gas tank capable of storing low temperature liquefied gas by absorbing heat contraction caused in each part without complicated corrugations intersecting each other and absorbing displacement in the shearing direction between a side wall and a bottom plate when non-uniform load such as an earthquake or the like is applied. SOLUTION: This hollow cylindrical low temperature liquefied gas tank is provided with the concrete side wall 1 the bottom plate 2 and a membrane 4 water-tightly sealing the inner surfaces of the above. The membrane is a weldeable metal thin plate (invar material) having a linear expansion coefficient of 2×10-6 deg.C or less, and a corrugation part 10 continuously extending in the circumferential direction is provided in a part positioned on the surface of the bottom plate.

6. 发明专利

JPH08193363A EMBEDDED HARDWARE STRUCTURE FOR WELDING STRUCTURAL BODY 失效
公开(公告)号：JPH08193363A
公开(公告)日：1996-07-30
申请号：JP2096895
申请日：1995-01-14
申请人： KAWASAKI HEAVY IND LTD
发明人： HORINO SATOSHI , MIYAZAKI MITSUHIRO
IPC分类号： E04B1/41 , B23K9/00 , B23K9/02 , B23K31/00
摘要： PURPOSE: To control load transfer to concrete from an embedded hardware when a structural body is directly welded to the embedded hardware on the surface of the concrete to joint. CONSTITUTION: An embedded hardware 7 is buried in the surface of a concrete structural body 5 in advance, and in a construction for welding steel plates 8 covering the surface of the concrete structural body 5 with each other to joint in the surface of the embedded hardware 7, a taper section 7a notching the whole crest line in up and down parts of the embedded hardware 7 and neighborhood hereof in the shape of a taper is provided, and when the embedded hardware 7 is deformed in a doglegged shape with thermal contraction of a welded section 6 of a groove space in the welding operation to the groove space 6a, the action of width directional load of the embedded hardware 7 on the concrete structure 5 therefrom is controlled, and the occurrence of cracks in the concrete structure 5 is prevented.

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