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1. 发明专利

JP2012241351A Base isolation structure and construction method of the same 有权
标题翻译：基础隔离结构及其构造方法
公开(公告)号：JP2012241351A
公开(公告)日：2012-12-10
申请号：JP2011110038
申请日：2011-05-17
申请人： Nippon Steel Corp , 新日本製鐵株式会社 , Kajima Corp , 鹿島建設株式会社 , Nippon Pillar Packing Co Ltd , 日本ピラー工業株式会社
发明人： TAKANO YOSHIHIRO , HANADA KENSHI , TAKENAKA YASUO , SUNAZAKA YOSHIO , UEDA SAKAE
IPC分类号： E04H9/02 , C21B7/00 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base isolation structure and a construction method of the same in which, in a base isolation structure arranging a plurality of movable bearings on a flat surface between a superstructure and a foundation structure, each of an upper shoe and a lower shoe constituting the movable bearings is separately fixed in the bottom face of the superstructure and on the foundation structure in advance, and the superstructure is placed on the foundation structure so as to surface-contact a slip plane of the upper shoe with the slip plane of the lower shoe, so that the slip plane of the upper shoe and the slip plane of the lower shoe in all movable bearings can be surely surface-contacted.SOLUTION: A base isolation structure and a construction method of the same includes the steps of: fixing each of an upper shoe 30 and a lower shoe 20 constituting a movable bearing device 10 at positions corresponding to a base frame 103 of a core bottom part 101 and a foundation upper surface 102a of a foundation structure 102; placing the core bottom part 101 on the foundation structure 102 so as to make an upper slip plane 30a of the upper shoe 30 face a lower slip plane 20a of the lower shoe 20; injecting a hardening grout into an inside space N; and hardening the hardening grout.
摘要翻译：要解决的问题：提供一种基础隔离结构及其构造方法，其中在上部结构和基础结构之间的平坦表面上布置多个可移动轴承的基础隔离结构中，每个构成可动轴承的上鞋和下鞋子预先分别固定在上层建筑物的底面和基础结构上，并且将上层建筑物放置在基础结构上，以便与上层鞋的滑动平面接触具有下鞋的滑动平面，使得所有可移动轴承中的上鞋的滑动平面和下鞋的滑动平面可以可靠地表面接触。解决方案：基座隔离结构及其构造方法包括以下步骤：将构成可移动轴承装置10的上鞋30和下鞋20中的每一个固定在与芯的基架103相对应的位置底部101和基础结构102的基础上表面102a; 将芯底部101放置在基础结构102上，以使上鞋30的上滑动平面30a面向下鞋20的下滑动平面20a; 将硬化浆料注入内部空间N; 并硬化硬化浆料。版权所有（C）2013，JPO＆INPIT

2. 发明专利

JP2008298203A Base isolation structure of facility foundation 有权
标题翻译：设施基金会基层隔离结构
公开(公告)号：JP2008298203A
公开(公告)日：2008-12-11
申请号：JP2007145594
申请日：2007-05-31
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： HANADA KENSHI , KOBAYASHI SHIGEO , TAKANO YOSHIHIRO , AKASHI YUZO , TAKENAKA YASUO , SUNAZAKA YOSHIO
IPC分类号： F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a base isolation structure of a production facility or a facility foundation usable even in a severe environment such as a high temperature, and superior in maintainability.
SOLUTION: A bearing or a device of small vertical deformation such as a rigid sliding bearing or a rolling bearing 2 is arranged on a foundation 5 immediately under the production facility or a facility bottom 6. A base isolation bearing or a device or a steel, viscous or frictional damper 3 having a restoring function such as a lead-plug containing laminated rubber bearing or a high damping rubber bearing is arranged on the production facility or the facility foundation 5 on its periphery, that is, outside the production facility or the facility bottom 6. The respective bearings or the devices are integrated by arranging an integrated base 4 on a bearing or a device of the small vertical deformation and the base isolation bearing or the device or the steel, viscous or frictional damper 3 having the restoring function, and the production facility or a facility is also arranged on this integrated base 4.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供即使在诸如高温等恶劣环境，且维护性优异的恶劣环境下也可以使用的生产设备或设施基础的基础隔离结构。解决方案：立即在生产设备或设备底部6的基座5上布置有诸如刚性滑动轴承或滚动轴承2的小垂直变形的轴承或装置。基座隔离轴承或装置或具有恢复功能的钢，粘性或摩擦阻尼器3，其包括层压橡胶轴承或高阻尼橡胶轴承的铅塞设置在其周边的生产设施或设施基座5上，即在生产设备外部或设备底部6.相应的轴承或装置通过将集成基座4布置在轴承或小垂直变形的装置和基座隔离轴承或装置或钢，粘性或摩擦阻尼器3上而集成，具有恢复功能，生产设施或设施也安排在这个综合基地。4.版权所有（C）2009，JPO＆INPIT

3. 发明专利

JP2009068242A Construction method for base-isolated structure 有权
标题翻译：基础隔离结构的施工方法
公开(公告)号：JP2009068242A
公开(公告)日：2009-04-02
申请号：JP2007237231
申请日：2007-09-12
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： KIMURA TAKANORI , TAKANO YOSHIHIRO , HANADA KENSHI , KOBAYASHI SHIGEO , AKASHI YUZO , WATANABE TSUTOMU , AOYANAGI TAKAYOSHI , TAKEUCHI SATOSHI , SUNAZAKA YOSHIO
IPC分类号： E04H9/02 , C21B7/00 , E02D27/34 , E04B1/36 , E04G23/02 , F16F15/04 , F16F15/08
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a base-isolated structure for providing the facility having high temperature during operation with earthquake resistance and shortening a period of construction work.
SOLUTION: This construction method for the base-isolated structure for installing the facility 1 having high temperature during operation on a foundation 3 comprises a process for fixing a superstructure A of a base-isolated structural body 4 on a bottom part 2 of the facility 1, a process for fixing a lower side part B of the base-isolated structural body 4 on the foundation 3, and a process for mounting a lower face of the superstructure A of the base-isolated structural body 4 on an upper face of the lower side part B of the base-isolated structural body 4. In this construction method for the base-isolated structure, the base-isolated structural body 4 allowing the superstructure A and the lower side part B to move horizontally and independently from each other when earthquake occurs is utilized. Since the superstructure A of the base-isolated structural body can be assembled into the facility simultaneously with the work for repairing the existing facility or the work for manufacturing new facility in this construction method, efficiency in the installation construction work can be improved, and a construction term can be shortened.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在运行中提供具有耐高温性的设备的基底隔离结构的施工方法，并且缩短施工作业的周期。解决方案：用于将在运行中具有高温的设备1安装在基座3上的基础隔离结构的这种构造方法包括将基底隔离结构体4的上部结构A固定在底部2的底部2上的工艺设备1，将基体隔离结构体4的下侧部分B固定在基座3上的工艺，以及将基底隔离结构体4的上部结构A的下表面安装在上表面基础隔离结构体的下侧部分B.在这种基础隔离结构的施工方法中，允许上部结构A和下侧部分B水平且独立于每个的底部隔离结构体4 其他地震发生时使用。由于可以在基础隔离结构体的上部结构A与本施工方法中的现有设施的修理工作或新设备的制造工作同时组装，所以能够提高安装施工作业的效率，施工期可以缩短。版权所有（C）2009，JPO＆INPIT

4. 发明专利

JP2009068241A Construction method for base-isolated structure 有权
标题翻译：基础隔离结构的施工方法
公开(公告)号：JP2009068241A
公开(公告)日：2009-04-02
申请号：JP2007237228
申请日：2007-09-12
申请人： Kajima Corp , Nippon Steel Corp , 新日本製鐵株式会社 , 鹿島建設株式会社
发明人： KIMURA TAKANORI , TAKANO YOSHIHIRO , HANADA KENSHI , KOBAYASHI SHIGEO , AKASHI YUZO , WATANABE TSUTOMU , AOYANAGI TAKAYOSHI , TAKEUCHI SATOSHI , SUNAZAKA YOSHIO
IPC分类号： E04H9/02 , C21B7/00 , E02D27/34 , E04G23/02 , F16F15/02 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To provide a construction method for a base-isolated structure for providing the facility having high temperature during operation with earthquake resistance and shortening a period of construction work.
SOLUTION: This construction method for the base-isolated structure comprises a process for integrating a base-isolated structural body 4 by fixing an upper part of the base-isolated structural body 4 on a bottom part 2 of the facility 1 and a process for installing and fixing a lower part of the base-isolated structural body 4 on a foundation 3 after the process for integrating the base-isolated structural body. Since this construction method for the base-isolated structure comprises the process for integrating the base-isolated structural body by fixing the superstructure of the base-isolated structural body 4 on the bottom part 2 of the facility 1, the base-isolated structural body can be assembled into the facility simultaneously with the work for repairing the existing facility or the work for manufacturing new facility so that efficiency in the installation construction work can be improved and a construction term can be shortened.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于在运行中提供具有耐高温性的设备的基底隔离结构的施工方法，并且缩短施工作业的周期。解决方案：用于基底隔离结构的该施工方法包括通过将基底隔离结构体4的上部固定在设施1的底部2上而将基底隔离结构体4整合的方法，以及在基础隔离结构体的一体化处理之后，将基部隔离结构体4的下部安装固定在基础3上的工序。由于这种基础隔离结构的构造方法包括通过将基底隔离结构体4的上部结构固定在设备1的底部2上来整合基础隔离结构体的方法，所以基部隔离结构体可以与修理现有设施或新设备制造工作同时组装到设施中，从而可以提高安装施工工作的效率，缩短施工期限。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2009062613A Conveying apparatus for ring block, and method for remedying blast furnace body 有权
标题翻译：用于环形块的输送装置，以及用于修复火焰炉体的方法
公开(公告)号：JP2009062613A
公开(公告)日：2009-03-26
申请号：JP2008196528
申请日：2008-07-30
申请人： Nippon Steel Corp , Nippon Steel Engineering Co Ltd , 新日本製鐵株式会社 , 新日鉄エンジニアリング株式会社
发明人： TAKASAKI HIROSHI , GOTO MANABU , TAKESHITA HIROKI , TAKANO YOSHIHIRO
IPC分类号： C21B7/00 , B65G7/02 , E04G23/08
CPC分类号： C21B7/00 , C21B7/02
摘要： PROBLEM TO BE SOLVED: To provide a conveying apparatus for ring block using no dolly and a method for remedying a blast furnace body. SOLUTION: This remedying method comprises: a preparing step, in which a conveying route 20 from an installation site 2 to a working site, and a conveying frame 30 made slidable on the conveying route 20 and having a placing face 31 on the upper side, are set; a separation step, in which the foundation 4 portion of the furnace body 3 is cut at the height of the placing face 31 is the horizontal direction and also, cut between the foundation portion and the upper portion 7 of the furnace body 3 in the horizontal direction to cut out a furnace bottom block 6; a transferring step, in which the furnace bottom block 6 is moved in the horizontal direction and transferred onto the placing face 31; and a conveying step, in which the conveying frame 30 placing the furnace bottom block 6 thereon is moved to the working site along the conveying route 20. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种用于不使用小车的环形块的输送装置和用于补救高炉炉体的方法。解决方案：该补救方法包括：准备步骤，其中从安装地点2到工作现场的输送路线20以及在输送路径20上滑动并且在其上具有放置面31的输送框架30 上侧设置; 分离步骤，其中在放置面31的高度处切割炉体3的基部4部分是水平方向，并且在水平方向上在炉体3的基部和炉体上部7之间切割方向切出炉底块6; 转移步骤，其中炉底块6沿水平方向移动并转移到放置面31上; 以及输送步骤，其中将炉底块6放置在其上的输送框架30沿着输送路径20移动到工作现场。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2003002726A Producing method of concrete like solid body using steel making slag 有权
标题翻译：使用钢制成的混凝土类固体的生产方法
公开(公告)号：JP2003002726A
公开(公告)日：2003-01-08
申请号：JP2001318324
申请日：2001-10-16
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： KISO EIJI , NAKAGAWA MASAO , TAKANO YOSHIHIRO
IPC分类号： C04B18/14 , C04B22/12 , C04B28/08
CPC分类号： C04B28/08 , C04B2111/29 , Y02W30/92 , Y02W30/94 , C04B7/00 , C04B18/08 , C04B18/141 , C04B18/142
摘要： PROBLEM TO BE SOLVED: To provide a concrete like solid body which allows the proceeding of hydraulic reaction of blast furnace granulated slag in a short period by mixing the granulated blast furnace slag with steel making slag, controlling the expansion of the steel making slag and producing a solid body by means of the instant stripping forming, assures the durability against freezing and thawing without using cement or blast furnace slag fine powder or by suppressing the same to the irreducible minimum use and uses the low-cost steel making slag.
SOLUTION: This producing method of concrete like solid body using steel making slag is performed in such a manner that one kind or two kinds or more among cement, blast furnace slag fine powder and fly ash are mixed to the steel making slag and the blast furnace granulated slag, water is added thereto and the mixture is compounded and, thereafter, is subjected to the instant stripping forming.
COPYRIGHT: (C)2003,JPO
摘要翻译：要解决的问题：为了提供一种混凝土体，通过混合造粒高炉渣和炼钢渣，能够在短时间内进行高炉造粒渣的液压反应，控制炼钢渣的膨胀，生产通过即时剥离成型的固体，确保了不使用水泥或高炉矿渣细粉末的冻结和解冻的耐久性，或者通过将其抑制到不可约的最小使用量并使用低成本的炼钢渣。解决方案：使用炼钢渣的固体的混凝土的制造方法以水泥，高炉矿渣粉末和飞灰之中的一种或两种以上混合到炼钢渣和高炉中颗粒状渣，向其中加入水，混合物混合，然后进行即时剥离成型。

7. 发明专利

JP2009114027A Artificial stone material made of steel slag hydrated solidified body used for landfill, riprap or back filling material 有权
标题翻译：用于土地，RIPRAP或背面填充材料的钢渣水泥固化体的人造石材料
公开(公告)号：JP2009114027A
公开(公告)日：2009-05-28
申请号：JP2007289468
申请日：2007-11-07
申请人： Jfe Steel Corp , Jfeスチール株式会社 , Nippon Steel Corp , 新日本製鐵株式会社
发明人： SHINOZAKI HARUHIKO , NAKAGAWA MASAO , TAKANO YOSHIHIRO , MATSUNAGA HISAHIRO , TOZAWA KOICHI
IPC分类号： C04B18/14
CPC分类号： C04B18/02 , Y02W30/94 , C04B18/142 , C04B20/0076 , C04B20/026
摘要： PROBLEM TO BE SOLVED: To provide an artificial stone material made of a steel slag hydrated solidified body produced by crushing a steel slag hydrated solidified body and applied as a landfill for sea port or air port construction, riprap or a back filling material. SOLUTION: The artificial stone material steel slag is produced by crushing a steel slag hydrated solidified body. The grain size of the artificial stone applied for the landfill, the riprap and the back filling material is controlled to satisfy that the artificial stone having ≤0.8 mm particle diameter occupies ≤10 mass% (D 10 ≥0.8 mm) as grain size index; the grain size of the artificial stone applied for the landfill, the riprap and the back filling material is controlled to satisfy that the artificial stone having ≤2.4 mm particle diameter occupies ≤20 mass% (D 20 ≥2.4 mm) as grain size index; and the grain size of the artificial stone applied for the landfill, the riprap and the back filling material is controlled to satisfy that the artificial stone having ≤4.6 mm particle diameter occupies ≤30 mass% (D 30 ≥4.6 mm) as grain size index. COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种由钢渣水化凝固体制成的人造石材料，其通过粉碎钢渣水合凝固体并作为海港或空气港口建设的填埋场应用，裂缝或填充填料。
解决方案：人造石材料钢渣是通过对钢渣水化凝固体进行破碎而生产的。控制填埋场，裂缝和填充材料的人造石的晶粒尺寸，使粒径≤0.8mm的人造石的质量≤10质量％（D 10 ≥0.8 mm）作为晶粒尺寸指数; 用于填埋场的人造石的晶粒尺寸，裂缝和填充材料的粒径控制在≤2.4mm粒径的人造石的质量≤20质量％（D 20 ≥2.4 mm）作为晶粒尺寸指数; 将用于填埋场的人造石的晶粒尺寸，裂缝和背面填充材料控制为满足≤6.6mm粒径的人造石≤30质量％（D 30 ≥ 4.6mm）作为晶粒尺寸指数。版权所有（C）2009，JPO＆INPIT

8. 发明专利

JP2004299922A Method for producing set object 有权
公开(公告)号：JP2004299922A
公开(公告)日：2004-10-28
申请号：JP2003091730
申请日：2003-03-28
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Nippon Steel Corp , 新日本製鐵株式会社
发明人： KISO EIJI , NAKAGAWA MASAO , TAKANO YOSHIHIRO , MATSUNAGA HISAHIRO , KOGIKU FUMIO , TAKAGI MASATO , YASHIKI TAHO , BESSHO NAGAYASU
IPC分类号： C04B28/08 , B28C7/00 , C04B18/10
CPC分类号： C04B28/08 , Y02W30/92 , Y02W30/94 , C04B18/06 , C04B18/142 , C04B40/0067
摘要： PROBLEM TO BE SOLVED: To provide a method for producing a set object, wherein cement and coal ash can be reliably mixed together irrespective of the extent to which materials are mix-kneaded before the addition of water to reliably attain desired quality of the set object. SOLUTION: The method comprises kneading aggregate containing steelmaking slag with a fine blast-furnace slag powder and coal ash after the addition of water, placing the resulting mixture in a mold, and compacting the mixture by vibrating the mold. Alternatively, the method comprises kneading aggregate containing steelmaking slag, a fine blast-furnace slag powder, and coal ash, kneading the resulting mixture after the addition of water, placing the entire mixture in a mold, and compacting the mixture by vibrating the mold. COPYRIGHT: (C)2005,JPO&NCIPI

9. 发明专利

JP2004292296A Method of manufacturing slag hardened body 有权
公开(公告)号：JP2004292296A
公开(公告)日：2004-10-21
申请号：JP2003090733
申请日：2003-03-28
申请人： Jfe Steel Kk , Jfeスチール株式会社 , Nippon Steel Corp , 新日本製鐵株式会社
发明人： KOGIKU FUMIO , MATSUNAGA HISAHIRO , TAKAGI MASATO , KISO EIJI , NAKAGAWA MASAO , TAKANO YOSHIHIRO
IPC分类号： B09B3/00 , C04B22/06 , C04B22/12 , C04B22/14 , C04B28/08
CPC分类号： C04B28/08 , Y02W30/94 , C04B18/142
摘要： PROBLEM TO BE SOLVED: To manufacture a concrete-like slag hardened body having an excellent moldability even in manufacturing at a high temperature and an excellent durability. SOLUTION: In a method of manufacturing a slag hardened body using a fine blast furnace slag powder as a binder for a kneaded mixture mainly comprising aggregate and water, the fine blast furnace slag powder containing gypsum of 1-10 mass% by weight is used as the binder. COPYRIGHT: (C)2005,JPO&NCIPI

10. 发明专利

JP2004156290A Soil improving material and soft ground improving method 有权
标题翻译：土壤改良材料和软土改良方法
公开(公告)号：JP2004156290A
公开(公告)日：2004-06-03
申请号：JP2002322694
申请日：2002-11-06
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： TAKANO YOSHIHIRO , NAKAGAWA MASAO
IPC分类号： E02D3/054 , E02D3/10
摘要： PROBLEM TO BE SOLVED: To provide a soil improving material using steel slag and a concrete waste material, which can become effective resources as the soil improving material, and a soil improving method using the soil improving material.
SOLUTION: The soil improving material 2, wherein either or both of the steel slag and the concrete waste material is or are mixed with a water-absorbing polymer, is mixed with not less than one kind of a natural material, an asphalt waste material, a brick waste material and a shell waste material. In the soft ground improving method, a columnar body 3 is erected in the soft ground by using the material 2.
COPYRIGHT: (C)2004,JPO

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