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    • 2. 发明专利
    • Radioactive substance container, radioactive substance storage facility and its constructing method, and radioactive substance storage structure
    • 放射性物质容器,放射性物质储存设施及其构造方法和放射性物质储存结构
    • JP2014025922A
    • 2014-02-06
    • JP2013130885
    • 2013-06-21
    • Jfe Steel CorpJfeスチール株式会社
    • HAYASHI MASAHIROYAMADA KATSUMIINOUE YOTARO
    • G21F9/36G21F1/04G21F1/08
    • PROBLEM TO BE SOLVED: To provide a radioactive substance container excellent in radiation shielding performance and radioactive substance sealing performance and facilitating installation and relocation thereof, a radioactive substance storage facility and its constructing method, and a radioactive substance storage structure.SOLUTION: A radioactive substance container 10 having an internal space 12 for containing a radioactive substance and formed of a hollow steel pipe 14 to be embedded in the ground comprises: steel materials for blocking the end portions 14a and 14b of the hollow steel pipe 14; and a radiation shielding material 18 for covering the internal surface 14c of the hollow steel pipe 14. A constructing method of a radioactive substance storage facility having the radioactive substance container 10 embedded in the ground includes containing the radioactive substance in the internal space 12 before and after installing the radioactive substance container 10 in the ground.
    • 要解决的问题:提供放射性物质容器,辐射屏蔽性能和放射性物质密封性能优良,放置物质密封性好,放射性物质储存设施及其构造方法和放射性物质储存结构。解决方案:放射性物质 具有用于容纳放射性物质的内部空间12并由埋设在地面中的中空钢管14形成的容器10包括:用于阻塞中空钢管14的端部14a和14b的钢材; 以及用于覆盖中空钢管14的内表面14c的放射线屏蔽材料18.放射性物质储存设施的构造方法,其具有嵌入地面的放射性物质容器10,包括将放射性物质包含在之前的内部空间12和 将放射性物质容器10安装在地面之后。
    • 3. 发明专利
    • Inclined pile construction method
    • 包括桩施工方法
    • JP2013194456A
    • 2013-09-30
    • JP2012064463
    • 2012-03-21
    • Jfe Steel CorpJfeスチール株式会社
    • KONO KENJIHAYASHI MASAHIROSAITO ISAOYOKOMAKU KIYOSHIICHIKAWA KAZUOMI
    • E02D7/22
    • PROBLEM TO BE SOLVED: To provide an inclined pile construction method with which a plurality of kinds of inclined holders are not needed to be prepared, further, an inclined holder maximizing a diameter of an insertion hole is not needed to be used and moreover, processes are shortened.SOLUTION: While hanging one end of a rotary press-fitting device 5, a space 10 is formed under the device and while utilizing the space, a slope 11 is formed under the rotary press-fitting device. The slope is formed by turning a pair of holder units 71 which are wedge-shaped while making upper surfaces into slopes from the single-hung-side of the rotary press-fitting device to the same direction while setting front ends of both the holder units ahead, opening an inclined pile passing part corresponding to a dimension of an inclined pile 1 between both the holder units, and inserting the pair of holder units to a top face of a ground 3 at a lower side of the rotary press-fitting device. The rotary press-fitting device is then moved down onto the slope and the pile is rotationally press-fitted.
    • 要解决的问题:为了提供不需要准备多种倾斜保持器的倾斜桩施工方法,此外,不需要使用最大化插入孔的直径的倾斜保持器,此外,工艺 缩短。旋转压配装置5的一端悬挂在装置的下方,在利用空间的同时,在旋转压配装置的下方形成斜面11。 通过转动一对楔形的保持单元71形成斜面,同时将两个保持器单元的前端设置在同一方向上,同时使上表面从旋转压配装置的单挂侧倾斜到同一方向 在两个保持器单元之间打开与倾斜桩1的尺寸相对应的倾斜桩通过部分,并且将一对保持器单元插入到旋转压配装置的下侧的地面3的顶面。 然后将旋转压配装置向下移动到斜坡上,并且将桩旋转地压配合。
    • 4. 发明专利
    • Foundation pile group
    • 基金会集团
    • JP2012017648A
    • 2012-01-26
    • JP2011127548
    • 2011-06-07
    • Jfe Steel CorpJfeスチール株式会社
    • HAYASHI MASAHIRO
    • E02D27/14E02D5/48E02D5/56
    • E02D27/12
    • PROBLEM TO BE SOLVED: To provide a foundation pile group consisting of foundation piles easy in construction and capable of surely satisfying a whole required bearing capacity.SOLUTION: A foundation pile group 10 consists of a plurality of foundation piles 1a, 1b, 1c, and 1d, and is installed in a ground 90 to support a structure 80. The foundation piles 1a, 1b, 1c, and 1d include steel pipes (same as pile bodies) 2a, 2b, 2c, and 2d, and substantially spiral-shaped helical blades 3a, 3b, 3c, and 3d fixed at tips or near the tips of the respective steel pipes 2a, 2b, 2c, and 2d, respectively. The helical blades 3a, 3b, 3c, and 3d are so formed that respective external diameters thereof are substantially the same.
    • 要解决的问题:提供一种由基础桩组成的地基桩组,容易施工,能够确保满足整体所需的承载力。 解决方案:基桩组10由多个基础桩1a,1b,1c和1d组成,并且安装在地面90中以支撑结构80.基础桩1a,1b,1c和1d 包括钢管(与桩体相同)2a,2b,2c和2d,以及固定在各钢管2a,2b,2c的尖端或靠近顶端的大致螺旋形的螺旋形叶片3a,3b,3c和3d 和2d。 形成螺旋叶片3a,3b,3c,3d的外径大致相同。 版权所有(C)2012,JPO&INPIT
    • 6. 发明专利
    • Foundation structure
    • 基金会结构
    • JP2010261253A
    • 2010-11-18
    • JP2009113902
    • 2009-05-08
    • Jfe Steel CorpJfeスチール株式会社
    • NAKANISHI KATSUYOSHIHAYASHI MASAHIROOKA YOSHITAKEHAYASHIDO YASUSHIOKUBO HIROYA
    • E02D27/12E02D27/32
    • PROBLEM TO BE SOLVED: To provide a compact foundation structure, capable of improving earthquake resistance as the whole structure by using a sheet pile which has been used as a temporal member as a main member.
      SOLUTION: The foundation structure includes a plurality of steel sheet piles 5 set to surround the upper parts of piles 3 and 3, and footing concrete 7 placed in a space surrounded by the sheet piles 5. The foundation structure further includes a perforated steel dowel 9 provided on the inner surface of the steel sheet pile 5, and a parallel wire 13 provided along the inner circumferential direction of the sheet pile 5 while being engagingly locked by the dowel 9 to strength the connection each between the sheet piles 5.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:为了提供一种紧凑的基础结构,能够通过使用已经用作颞部构件作为主要构件的片材堆桩来提高作为整体结构的抗震性。 解决方案:基础结构包括设置成围绕桩3和3的上部设置的多个钢板桩5和放置在由桩桩5包围的空间中的基础混凝土7.基础结构还包括穿孔 设置在钢板桩5的内表面上的钢榫9以及沿着纸摞5的内圆周方向设置的平行线13,同时被榫钉9卡合,以强化片桩5之间的连接。 版权所有(C)2011,JPO&INPIT
    • 7. 发明专利
    • Pier foundation structure and pier foundation construction method
    • 夯基础结构与夯基础施工方法
    • JP2010216150A
    • 2010-09-30
    • JP2009064160
    • 2009-03-17
    • Jfe Steel CorpJfeスチール株式会社
    • NAKANISHI KATSUYOSHIHAYASHI MASAHIRO
    • E02D27/32E02D27/12
    • PROBLEM TO BE SOLVED: To provide a pier foundation structure capable of increasing the earthquake resistance of the entire part thereof by a compact structure when sheet piles are effectively used by using the sheet piles which have been used temporarily as those for the construction. SOLUTION: A steel tube pier 3 is integrated with a plurality of steel tube piles 1 with a footing F of double steel tube structure in which a concrete 4 is poured. The upper side of the plurality of steel tube piles 1 is surrounded by sheet piles 2 on which perforated steel sheet dowels 5 are installed, reinforcements 6 having hooks are hooked to the perforated steel sheet dowels 5 installed on the sheet piles 2 to join the sheet piles 2 to each other, and the concrete 4 is poured in the sheet piles 2 to integrate the sheet piles with the steel tube piles 1. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了提供一种能够通过使用临时使用的作为构造的板桩有效地使用板桩的结构,能够通过紧凑的结构提高其整个部分的抗震性的墩台基础结构 。 解决方案:钢管墩3与多个钢管桩1一体化,其中浇注有混凝土4的双钢管结构的基脚F. 多个钢管桩1的上侧被安装有穿孔钢板榫5的纸张2包围,具有钩的加强件6钩挂在安装在纸张2上的多孔钢板销5上,以将纸张 并将混凝土4倒入片材2中,使板桩与钢管桩1一体化。(C)2010,JPO&INPIT
    • 8. 发明专利
    • Construction method for geothermal heat exchanger and hollow pipe body used in the method
    • 方法使用的地热换热器和中空管体的构造方法
    • JP2009228418A
    • 2009-10-08
    • JP2009044968
    • 2009-02-27
    • Jfe Steel CorpJfe Welded Pipe Manufacturing Co LtdJfeスチール株式会社Jfe鋼管株式会社
    • HAYASHI MASAHIROSAKAMOTO YOSHIHITOKIMIZUKA SATORUKOMA NORIHIKOHASHIZUME MORIO
    • E21B17/22E01C11/26
    • PROBLEM TO BE SOLVED: To provide an economical construction method for a geothermal heat exchanger being eco-friendly by preventing underground water and ground from being polluted and to provide a hollow pipe body used in this method. SOLUTION: This construction method for the geothermal heat exchanger storing a heat exchange medium and buried into the ground to exchange heat between soil heat and the heat exchange medium includes a hollow pipe body fitting process for fitting the hollow pipe body 1 constituting a geothermal heat exchange body into an inner side of a cylindrical casing 3 having a function for penetrating into the ground, a burying process for burying the hollow pipe body 1 into the ground simultaneously with the penetration of the casing 3 into the ground, and a casing pulling-out process for pulling only the casing 3 out of the ground after burying the hollow pipe body 1 into the ground by the predetermined depth. COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:通过防止地下水和地面被污染,提供一种环保的地热换热器的经济施工方法,并提供在该方法中使用的中空管体。 解决方案:存储热交换介质并埋入地下以在土壤热与热交换介质之间进行热交换的地热换热器的施工方法包括:中空管体装配工艺,用于装配构成 地热换热器本体进入具有渗入地面的功能的圆筒形壳体3的内侧,用于将中空管体1埋入地面同时与套管3穿入地面同时埋设的埋入过程,以及壳体 将中空管体1埋入地面预定深度后,将外壳3从地面拉出的拔出处理。 版权所有(C)2010,JPO&INPIT