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    • 1. 发明专利
    • Construction method for base-isolated structure
    • 基础隔离结构的施工方法
    • JP2009068242A
    • 2009-04-02
    • JP2007237231
    • 2007-09-12
    • Kajima CorpNippon Steel Corp新日本製鐵株式会社鹿島建設株式会社
    • KIMURA TAKANORITAKANO YOSHIHIROHANADA KENSHIKOBAYASHI SHIGEOAKASHI YUZOWATANABE TSUTOMUAOYANAGI TAKAYOSHITAKEUCHI SATOSHISUNAZAKA YOSHIO
    • E04H9/02C21B7/00E02D27/34E04B1/36E04G23/02F16F15/04F16F15/08
    • 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
    • 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
    • 2. 发明专利
    • Construction method for base-isolated structure
    • 基础隔离结构的施工方法
    • JP2009068241A
    • 2009-04-02
    • JP2007237228
    • 2007-09-12
    • Kajima CorpNippon Steel Corp新日本製鐵株式会社鹿島建設株式会社
    • KIMURA TAKANORITAKANO YOSHIHIROHANADA KENSHIKOBAYASHI SHIGEOAKASHI YUZOWATANABE TSUTOMUAOYANAGI TAKAYOSHITAKEUCHI SATOSHISUNAZAKA YOSHIO
    • E04H9/02C21B7/00E02D27/34E04G23/02F16F15/02F16F15/04
    • 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
    • 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
    • 3. 发明专利
    • Method of placing time-curable material
    • 放置时间可固化材料的方法
    • JP2010112081A
    • 2010-05-20
    • JP2008285852
    • 2008-11-06
    • Nippon Steel Corp新日本製鐵株式会社
    • KAMIMURA RYUSUKETAKANO YOSHIHIROKIMURA TAKANORI
    • E04G21/02
    • PROBLEM TO BE SOLVED: To provide a method of placing a time-curable material by which leakage between a form and a side face of a foundation part is easily prevented.
      SOLUTION: In the method for placing the time-curable material on an upper surface of the foundation part, a first time-curable material is placed on an upper surface of the foundation part whose side face is surrounded by the form, and a second time-curable material having a higher slump flow value than that of the first time-curable material is placed on an upper surface of the first time-curable material. Accordingly, leakage of the time-curable material between the form and the side face of the foundation part is easily prevented and construction work of a sealing material is reduced.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种放置可以容易地防止基础部件的形状和侧面之间的泄漏的时间固化材料的方法。 解决方案:在将时间可固化材料放置在基础部件的上表面上的方法中,将第一时间固化材料放置在基体部分的上表面上,其侧面被形式包围,并且 具有比第一时间可固化材料更高的坍落度流动值的第二时间可固化材料被放置在第一时间可固化材料的上表面上。 因此,可以容易地防止时间固化材料在基础部件的形状和侧面之间的泄漏,并且密封材料的施工作业减少。 版权所有(C)2010,JPO&INPIT
    • 4. 发明专利
    • Foundation pedestal repair method and repair apparatus
    • 基金会修复方法和修理装置
    • JP2010112079A
    • 2010-05-20
    • JP2008285849
    • 2008-11-06
    • Nippon Steel Corp新日本製鐵株式会社
    • KAMIMURA RYUSUKETAKANO YOSHIHIROKIMURA TAKANORI
    • E02D37/00
    • PROBLEM TO BE SOLVED: To reduce a repair work period of a foundation pedestal for a blast furnace or the like.
      SOLUTION: This repair method of the foundation pedestal provided with an added portion on the upper face of a foundation part includes steps of: integrating equipment tie-in hardware installed on the upper face of the added portion, and a foundation reinforcement for reinforcing the added portion, in a location other than the installation location of the foundation pedestal; installing the integrated equipment tie-in hardware and foundation reinforcement in the upper part of the foundation part; and filling the upper face of the foundation part with a material hardened with the lapse of time, to embed the equipment tie-in hardware and the foundation reinforcement.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:为了减少高炉等的基座的修理工作时间。 解决方案:在基础部件的上表面上设置有添加部分的基础基座的这种修复方法包括以下步骤:将安装在添加部分的上表面上的设备连接硬件与基础加强件 在除了基座的安装位置之外的位置加强加法部分; 在基础部件的上部安装一体化设备扎扎五金和基础加固件; 并用随时间变化的材料填充基础部件的上表面,以便嵌入设备的固定硬件和基础加固件。 版权所有(C)2010,JPO&INPIT
    • 5. 发明专利
    • Steel sleeper and method of manufacturing the same
    • 钢丝绳及其制造方法
    • JP2010053567A
    • 2010-03-11
    • JP2008218573
    • 2008-08-27
    • Nippon Steel Corp新日本製鐵株式会社
    • TOMINAGA NORIYOSHIYAMADA HIDEYUKIKIMURA TAKANORI
    • E01B3/16
    • PROBLEM TO BE SOLVED: To provide a steel sleeper in which the fatigue life of a seat panel welded section is increased and to provide a method of manufacturing the steel sleeper.
      SOLUTION: In this steel sleeper, the seat panel 7 is welded to the upper surface of the upper surface plate 2 of a steel sleeper body on the upper surface 2 of steel, integrally having a front surface plate 3, a rear surface plate 4, and both side surface plates 5, the welded portion 14, which fixes the periphery of the seat panel 7 to the upper surface plate 2 is bent in a projecting shape together with the upper surface plate 2, and thereby a projecting part 8 is formed. In this method of manufacturing a steel sleeper, a seat panel 7 is welded to a steel sleeper body, formed by integrating a front surface plate 3, a rear-surface plate 4, and both side surface plates 5 to a steel upper-surface plate 2, after the periphery of the seat panel 7 is welded to the upper surface plate 2, the welded portion 14 which fixes the periphery of the seat panel 7 to the upper-surface plate 2 is bent in a projecting shape, together with the upper-surface plate 2, and thereby a projecting part 8 is formed.
      COPYRIGHT: (C)2010,JPO&INPIT
    • 要解决的问题:提供一种座椅板焊接部分的疲劳寿命增加的钢轨枕,并提供一种制造钢轨枕的方法。 解决方案:在这种钢轨枕中,座板7焊接在钢的上表面2上的钢轨枕体的上表面板2的上表面上,整体地具有前表面板3,后表面 板4,并且两个侧面板5,将座板7的周边固定到上表面板2的焊接部14与上表面板2一起弯曲成突出形状,由此突出部8 形成了。 在制造钢轨枕的这种制造方法中,将座板7焊接到钢枕木本体上,该钢轨枕主体通过将前表面板3,后表面板4和两个侧面板5一体地固定到钢上表面板 如图2所示,在座板7的周边焊接到上表面板2之后,将座板7的周边固定在上表面板2上的焊接部14与上面的板 表面板2,从而形成突出部8。 版权所有(C)2010,JPO&INPIT
    • 6. 发明专利
    • Foundation reinforcing construction method for existing structure
    • 现有结构的基础加固施工方法
    • JP2009209547A
    • 2009-09-17
    • JP2008052019
    • 2008-03-03
    • Nippon Steel CorpOkumura Corp新日本製鐵株式会社株式会社奥村組
    • KIMURA TAKANORITAKANO YOSHIHIROYAMADA YUKITSUJIMOTO KYOHEIICHIMARU HIROMITAKEKATA HIDETOSHIFURUNAGA TATSUHIRO
    • E02D27/34E02D17/06E02D27/12E02D27/28E02D27/48E02D27/52
    • PROBLEM TO BE SOLVED: To provide a foundation reinforcing construction method for reinforcing a foundation to withstand increased weight of an existing structure securely without restricting use of the existing structure.
      SOLUTION: In this foundation reinforcing construction method, one or more predetermined foundation peelers are selected from among a plurality of existing foundation peelers as piles 1H to be reinforced, and a transverse hole 4
      1 reaching the piles 1H to be reinforced is dug along a bottom face 2a of the existing structure 2 in the ground just below the existing structure 2. The ground in water between a cylindrical supporting member 7 and the pile 1H to be reinforced is excavated by using an underwater excavator 8 while press-fitting the supporting member 7 into the ground around the pile 1H to be reinforced by using the bottom face 2a of the existing structure 2 as a reaction force receiving face. Concrete is placed in a diameter extended hole 5 formed by the excavation and around an upper part of the pile 1H to be reinforced exposed into the transverse hole to construct a diameter extended reinforcing part around the pile 1H to be reinforced by placing concrete. Then, concrete is placed in the transverse hole 4
      1 to construct an underground beam.
      COPYRIGHT: (C)2009,JPO&INPIT
    • 要解决的问题:提供一种用于加强基础以增强现有结构的重量的基础加固施工方法,而不限制使用现有的结构。 解决方案:在该基础加固施工方法中,从多个现有的基础剥离器中选择一个或多个预定的基础剥离器作为要加强的桩1H,并且横向孔4 1 到达 沿着现有结构2正下方的地面中的现有结构2的底面2a上挖出要加强的桩1H。圆柱形支撑构件7和要加强的桩1H之间的水中的地面通过使用水下 挖掘机8,同时通过使用现有结构2的底面2a作为反作用力接收面将支撑构件7压入围绕桩1H的地面中,以加固。 将混凝土放置在通过挖掘而形成的直径延伸孔5中并且围绕桩的上部1H被暴露到横向孔中,以在桩1H周围构造直径扩展的加强部分,以通过放置混凝土来加强。 然后,将混凝土放置在横向孔4 <1> SB中以构造地下梁。 版权所有(C)2009,JPO&INPIT
    • 7. 发明专利
    • Method for repairing blast furnace
    • 修复吹塑炉的方法
    • JP2006249497A
    • 2006-09-21
    • JP2005067062
    • 2005-03-10
    • Nippon Steel Corp新日本製鐵株式会社
    • ENOKIDA TADAHIROKIMURA TAKANORITAKANO YOSHIHIROKUDO KOJIMARUYAMA NORIO
    • C21B7/00
    • PROBLEM TO BE SOLVED: To provide a repairing method which secures a gap for placing a means for moving the bottom of a blast furnace sideways therein between the bottom of the blast furnace and the base concrete of the blast furnace when separating the bottom of the blast furnace from the other and lifting it, while preventing the exfoliation of the uppermost surface layer of the base concrete which became brittle due to the heat of the blast furnace.
      SOLUTION: This repairing method comprises the steps of: opening a plurality of through-holes in the base concrete 11 right under the bottom of the blast furnace; horizontally cutting the base concrete 11 at positions of the through-holes to separate the bottom of the blast furnace from the base concrete 11; placing a high-strength cloth sheet 78a in a cut crevice while sliding it on the cut plane; fixing the edge of the high-strength cloth sheet 78a onto the bottom mantel of the blast furnace or onto the first step laid beam; forming the gap between the bottom of the blast furnace and the base concrete 11 by lifting the bottom of the blast furnace by an appropriate lifting means; placing a moving means like a roller in the gap; and moving the bottom of the blast furnace.
      COPYRIGHT: (C)2006,JPO&NCIPI
    • 要解决的问题:为了提供一种修复方法,当将高炉的底部与高炉的基础混凝土之间分离时,确保用于将鼓风炉底部侧向移动的装置的间隙固定在高炉的底部 的高炉提升,同时防止由于高炉的热量而变脆的基础混凝土的最上表面层的剥离。 解决方案:该修复方法包括以下步骤:在高炉底部正下方的基础混凝土11中打开多个通孔; 在通孔的位置处水平切割基础混凝土11,以将高炉的底部与基础混凝土11分离; 将高强度布片78a放置在切割缝隙中,同时在切割平面上滑动; 将高强度布片78a的边缘固定在高炉的底部底座上或第一台阶放置梁上; 通过适当的提升装置提升高炉底部,形成高炉底部与基础混凝土11之间的间隙; 将一个像辊子这样的移动装置放在间隙中; 并移动高炉底部。 版权所有(C)2006,JPO&NCIPI
    • 10. 发明专利
    • Device and method for cutting off pig iron in blast furnace
    • 用于切割火炉中的铁的装置和方法
    • JP2011153327A
    • 2011-08-11
    • JP2010013869
    • 2010-01-26
    • Nippon Steel CorpOkumura Corp新日本製鐵株式会社株式会社奥村組
    • KAMIMURA RYUSUKETAKANO YOSHIHIROKIMURA TAKANORIFURUNAGA TATSUHIRONOMURA TOSHIYAYAMAZAKI HIROSHI
    • C21B7/00
    • PROBLEM TO BE SOLVED: To provide a device and a method for cutting off a pig iron in a blast furnace with which in the case of forming the cut-off surface by cutting in with a wire-saw, the wire-saw can be maintained without damaging the furnace body and the pig iron can be cut off by cutting in the pig iron so as not to leave the non-cutting off portion.
      SOLUTION: In the pig iron 5, parallel two wire-saw inserting holes 7a, 7b penetrating the furnace body 2 and a connecting hole 8 communicating the wire-saw inserting holes with each other are arranged, and a wire-saw driving device 10, with which the wire-saw 9 is inserted into the wire-saw inserting holes through the connecting hole and extended to the outer part of the furnace body, the wire-saw driving device 10 is set at the outer part of the furnace body. Further, fixed sheaves 11, with which the wire saw is guided to the wire-saw driving device, are set in the wire-saw inserting holes, and positioned at the inner part of the furnace body, and a through-hole 14 which is communicated with the connecting hole by grinding on the pig iron and the furnace body along the wire-saw connecting holes is formed at the intermediate position of the wire-saw inserting holes and also, a tractor 15 which draws the wire-saw while sliding in the through-hole toward the outer part of the furnace body is arranged.
      COPYRIGHT: (C)2011,JPO&INPIT
    • 要解决的问题:提供一种用于切断高炉中的生铁的装置和方法,在通过用线锯切入来形成切断面的情况下,线锯 可以在不损坏炉体的情况下进行维护,并且可以通过切割生铁来切断生铁,以便不留下不切割部分。 解决方案:在生铁5中,布置有穿过炉体2的平行的两个线锯插入孔7a,7b和连接线锯插入孔的连接孔8,并且线锯驱动 装置10,线锯9通过连接孔插入线锯插入孔并延伸到炉体的外部,线锯驱动装置10设置在炉的外部 身体。 此外,线锯被引导到线锯驱动装置的固定滑轮11设置在线锯插入孔中并且位于炉体的内部,并且通孔14是 在线锯插入孔的中间位置处形成有沿着线锯连接孔在生铁和炉体上研磨而与连接孔连通的连接孔,以及在滑动时拉动线锯的拖拉机15 设置朝向炉体外部的通孔。 版权所有(C)2011,JPO&INPIT