专利快速检索-快速检索全球专利，免费商用专利数据库-IPRDB

1. 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

2. 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

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

JP2012173071A Cracking evaluation method and design method for concrete wall part of concrete water tank structure 有权
标题翻译：混凝土水箱结构混凝土墙体破裂评价方法及设计方法
公开(公告)号：JP2012173071A
公开(公告)日：2012-09-10
申请号：JP2011033997
申请日：2011-02-18
申请人： Nippon Steel Corp , 新日本製鐵株式会社
发明人： HANADA KENSHI , AKASHI YUZO , TAKEMURA HAYATO
IPC分类号： G01N33/38
摘要： PROBLEM TO BE SOLVED: To provide a cracking evaluation method for a concrete wall part and a design method for a concrete water tank structure.SOLUTION: There is provided the cracking evaluation method for the concrete wall part of which a thickness dimension of a concrete wall of the concrete water tank structure is less than 1 m. In the cracking evaluation method for the concrete wall part, a minimum cracking index Icr is found from the following expression (1), and it is evaluated that the concrete wall part is free from water leakage when the minimum cracking index Icr is equal to or larger than 1: (1) Icr=2.320-0.0030X-0.0256X+0.0241X-0.3322log(X), where Icr is the minimum cracking index, and Xis a water-cement ratio (W/C)(%); and Xis an ultimate heat insulation temperature rise amount (Q∞:°C), Xis a constant (γ) on a heat insulation temperature rise speed, and Xis a ratio L/H of an induction joint interval L and a concrete casting lift height H.
摘要翻译：要解决的问题：提供一种混凝土墙体部分的裂缝评估方法和混凝土水箱结构的设计方法。解决方案：混凝土墙体的混凝土墙壁的厚度尺寸小于1米的混凝土墙部分提供了裂缝评估方法。在混凝土壁部的裂缝评价方法中，从下述式（1）可以看出最小裂纹指数Icr，当最小裂纹指数Icr等于或等于或小于等于或等于大于1：（1）Icr = 2.320-0.0030X 1 -0.0256X 2 + 0.0241X 3 -0.3322log 10 （X 4 ），其中Icr是最小破解指数， X 1 是水灰比（W 1 / C）（％）; 而X 2 是极限绝热温度上升量（Q∞：℃），X 3 是常数），X 4 是感应关节间隔L和混凝土浇筑升降高度H的比率L / H。COPYRIGHT :(（ C）2012，JPO＆INPIT

你已经成功收藏专利！

检索式保存成功!

IPRDB

热门服务

关于我们

友情链接

联系方式