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71. 发明专利

JPS502446B1 失效
公开(公告)号：JPS502446B1
公开(公告)日：1975-01-27
申请号：JP7192072
申请日：1972-07-17
IPC分类号： F17C3/06 , B65G5/00 , E04H7/02

72. 实用新型

JPS505214U 失效
公开(公告)号：JPS505214U
公开(公告)日：1975-01-20
申请号：JP5467973
申请日：1973-05-10
IPC分类号： F17C3/04 , B65G5/00 , F17C3/06

73. 实用新型

JPS4840812U 失效
公开(公告)号：JPS4840812U
公开(公告)日：1973-05-24
申请号：JP8503571
申请日：1971-09-18
IPC分类号： E04H7/18 , B65D88/76 , B65D90/50 , B65G5/00 , F17C3/00 , F17C3/04 , F17C13/08 , B65D87/10

74. 发明专利

JP5205312B2 Water management systems and water sealing formula underground tank 有权
公开(公告)号：JP5205312B2
公开(公告)日：2013-06-05
申请号：JP2009060431
申请日：2009-03-13
申请人：大成建設株式会社
发明人：佳司上村 , 鈴木　　孝治
IPC分类号： E02D29/045 , B65D88/76 , B65D90/22 , B65G5/00 , E21D13/00
摘要： PROBLEM TO BE SOLVED: To provide a water flow management system capable of freely changing a water flow direction in water seal boring. SOLUTION: This water flow management system 1 controls the water flow direction in the water seal boring 2 formed under the ground and filled with water. The water flow management system 1 includes: a packer 3 which is installed in the mouth of the water seal boring 2; a water supply pipe 4 which is elongated inside the water seal boring through the packer; a drain pipe 5 which has an opening 5a located in a position nearer to the packer than the opening 4a of the water supply pipe, through the packer; and a water pressure adjusting means 6 which is connected to the drain pipe so as to control its water pressure. COPYRIGHT: (C)2010,JPO&INPIT

75. 发明专利

JP5158622B2 Low-temperature rock storage tank 有权
公开(公告)号：JP5158622B2
公开(公告)日：2013-03-06
申请号：JP2007103502
申请日：2007-04-11
申请人：清水建設株式会社
发明人：一幸米山
IPC分类号： B65G5/00 , F17C13/12 , G01M3/02

76. 发明专利

JP5041212B2 Bedrock within the storage facility and construction methods as well as leak testing method of low-temperature liquefied gas 有权
公开(公告)号：JP5041212B2
公开(公告)日：2012-10-03
申请号：JP2007141749
申请日：2007-05-29
申请人：清水建設株式会社
发明人：一幸米山 , 広志風間
IPC分类号： F17C13/12 , B65G5/00 , E02D29/045 , E21D13/00 , F17C3/04 , G01M3/20
摘要： PROBLEM TO BE SOLVED: To efficiently repeat leakage inspections of membrane materials in the storage premise in the base rock of the low-temperature liquefied gas and to commit leakage inspections of the membrane material to reconfirm soundness of the membrane material even after sharing the membrane materials. SOLUTION: Linings made of skeleton concretes 3, cold insulators 4, and membrane materials 5 are formed on the surface of a cavity 1 excavated in the base rock and the internal space of the lining is converted to a storage tank to store low-temperature liquefied gas. A setting space of the cold insulator formed between the skeleton concretes and membrane materials is compartmented into a plurality of blocks according to bond materials 6 set up in placing joints of skeleton concretes and at the same time, gas for leakage tests for the sake of leakage tests against the membrane materials is independently supplied to each of blocks whose pipe lines for the tests 8 can be laid underground in the skeleton concretes. COPYRIGHT: (C)2009,JPO&INPIT

77. 发明专利

JP4791050B2 Protection tube attached deposit removal device and a method of underground liquid storage facilities 有权
公开(公告)号：JP4791050B2
公开(公告)日：2011-10-12
申请号：JP2005046073
申请日：2005-02-22
申请人：株式会社荏原製作所
发明人：正夫松村
IPC分类号： B65G5/00 , B08B9/02 , B65D90/00

78. 发明专利

JP2011031998A Low-temperature fluid storage facility in base rock 有权
标题翻译：低温液体储存设备在基础岩石
公开(公告)号：JP2011031998A
公开(公告)日：2011-02-17
申请号：JP2009176953
申请日：2009-07-29
申请人： Shimizu Corp , 清水建設株式会社
发明人： MOMOTA HIRONORI , YONEYAMA KAZUYUKI
IPC分类号： B65G5/00 , F17C13/10
摘要： PROBLEM TO BE SOLVED: To surely prevent lowering of an underground water level and ground subsidence in the installation ground of a base rock storage tank. SOLUTION: This low-temperature fluid storage facility in a base rock has a membrane type base rock storage tank 1 formed by burying a drain pipe network 6 in sprayed concrete, and burying a heating pipe network 7 in skeleton concrete, by forming a lining composed of the sprayed concrete 2, the skeleton concrete 3, a cold reserving material 4 and a membrane material 5 on a surface of a cavity excavated in the base rock, and is constituted for storing a low temperature fluid while draining water by collecting underground water from a peripheral base rock by the drain pipe network, while maintaining at least an outer peripheral part of the skeleton concrete, its outside sprayed concrete and the peripheral base rock at the freezing temperature or more by the heating pipe network, and has an underground water cultivating facility 10 for artificially cultivating the underground water by supplying water from a ground surface part to the ground above the base rock storage tank. COPYRIGHT: (C)2011,JPO&INPIT
摘要翻译：要解决的问题：确保防止地下水位降低和基岩储罐安装地面的地面沉降。解决方案：基岩中的这种低温流体储存设备具有膜式基岩储存罐1，其通过将排水管网6埋入喷雾混凝土中，并将加热管网7埋入骨架混凝土中，形成在基岩中挖出的空腔的表面上由喷涂混凝土2，骨架混凝土3，冷藏材料4和膜材5组成的衬里，构成为通过收集排出水而储存低温流体通过排水管网从周边基岩的地下水中，同时至少保持骨架混凝土的外围部分，其外部喷涂混凝土和外围基础岩石在冷冻温度或更高温度下由加热管网，并具有地下水培养设备10，用于通过从地面部分向基岩储存罐上方的地面供水来人工培养地下水。版权所有（C）2011，JPO＆INPIT

79. 发明专利

JP2008298101A Storage premise in base rock of low-temperature liquefied gas, its construction method, and leakage inspection method 有权
标题翻译：低温液化石油气储层储存及其施工方法及漏水检测方法
公开(公告)号：JP2008298101A
公开(公告)日：2008-12-11
申请号：JP2007141749
申请日：2007-05-29
申请人： Shimizu Corp , 清水建設株式会社
发明人： YONEYAMA KAZUYUKI , KAZAMA HIROSHI
IPC分类号： F17C13/12 , B65G5/00 , E02D29/045 , E21D13/00 , F17C3/04 , G01M3/20
摘要： PROBLEM TO BE SOLVED: To efficiently repeat leakage inspections of membrane materials in the storage premise in the base rock of the low-temperature liquefied gas and to commit leakage inspections of the membrane material to reconfirm soundness of the membrane material even after sharing the membrane materials.
SOLUTION: Linings made of skeleton concretes 3, cold insulators 4, and membrane materials 5 are formed on the surface of a cavity 1 excavated in the base rock and the internal space of the lining is converted to a storage tank to store low-temperature liquefied gas. A setting space of the cold insulator formed between the skeleton concretes and membrane materials is compartmented into a plurality of blocks according to bond materials 6 set up in placing joints of skeleton concretes and at the same time, gas for leakage tests for the sake of leakage tests against the membrane materials is independently supplied to each of blocks whose pipe lines for the tests 8 can be laid underground in the skeleton concretes.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了有效地重复在低温液化气体的基岩中的储存场所中的膜材料的泄漏检查，并且即使在共享之后也对膜材料进行泄漏检查以再次确认膜材料的稳定性膜材料。
解决方案：在基岩开挖的空腔1的表面上形成由骨架混凝土制成的衬里3，冷绝缘体4和膜材料5，并将衬里的内部空间转换成储存罐液化气体。骨架混凝土和薄膜材料之间形成的冷绝缘体的设置空间根据设置在骨架混凝土的接头处的粘合材料6分隔成多个块，同时为了泄漏而进行泄漏试验的气体单独提供对膜材料的测试，其中每个块的测试8的管线可以在地下铺设在骨架混凝土中。版权所有（C）2009，JPO＆INPIT

80. 发明专利

JP4173989B2 Building for storage or handling of volatile organic materials and a control method of the temperature and humidity 有权
公开(公告)号：JP4173989B2
公开(公告)日：2008-10-29
申请号：JP2002369771
申请日：2002-12-20
申请人：サントリー株式会社
发明人：昭雄奥村 , 武小野 , 岳志米澤
IPC分类号： B65G5/00 , E04B1/70 , B65G1/00 , E04B1/74 , E04H5/02 , F24F7/00 , F24F7/06

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