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    • 1. 发明专利
    • Rack support structure
    • 机架支撑结构
    • JP2013134107A
    • 2013-07-08
    • JP2011283556
    • 2011-12-26
    • Mitsubishi Heavy Ind Ltd三菱重工業株式会社
    • OKAMOTO HIROSHISHIMIZU HIROSHIOGASA MASARU
    • G21C19/07
    • PROBLEM TO BE SOLVED: To provide a rack support structure in which earthquake-proof performance can be presented through simple construction.SOLUTION: A rack support structure 1 comprises a rack 11 and a plate member 21. The rack 11 includes an accommodation part in which an object to be accommodated can be accommodated and which is open upwards, and is disposed in a pool 3 in which water is stored. The plate member 21 which is disposed in the pool 3, whose outer edge portion 21a abuts on a surface of an inner wall 3a of the pool 3 so as not to relatively move in a horizontal direction, and whose lower surface abuts on an upper portion of the rack.
    • 要解决的问题:提供一种通过简单的结构可以呈现抗震性能的齿条支撑结构。解决方案:齿条支撑结构1包括齿条11和板构件21.齿条11包括容纳部分,其中 可以容纳要容纳的物体,并且其向上敞开,并且设置在储存有水的池3中。 设置在池3中的板构件21,其外边缘部分21a抵靠在池3的内壁3a的表面上,以便不在水平方向上相对移动,并且其下表面邻接在上部 的架子。
    • 3. 发明专利
    • Design system for steel plate concrete structure and design method for steel plate concrete structure
    • 钢板混凝土结构设计系统及钢板混凝土结构设计方法
    • JP2012178009A
    • 2012-09-13
    • JP2011040004
    • 2011-02-25
    • Mitsubishi Heavy Ind Ltd三菱重工業株式会社
    • OKAMOTO HIROSHISHIMIZU HIROSHIFUJIMOTO MAKOTOSEKIMOTO HISASHI
    • G06F17/50E04B1/00E04B1/30
    • PROBLEM TO BE SOLVED: To provide a design system for a steel plate concrete structure and a design method for the steel plate concrete structure capable of evaluating a rational stud bearing force by calculating an effective projection area in cone destruction corresponding to an acting load.SOLUTION: The design method for the steel plate concrete structure comprises: a steel plate frame formed of a plurality of surface steel plates: studs fixed to the inside surfaces of the surface steel plates; and concrete installed in the steel plate frame. In the design method for the steel plate concrete structure, a body load is calculated on the basis of structure conditions including stud intervals and stud length, and when the body load is supported by the whole of the plurality of studs, a reference load which can be supported by one stud is calculated, and the load rate of the body load to the reference load is calculated, and an effective projection area is calculated from the load rate by referring to a relation between a preliminarily calculated load rate and the effective projection area, and the load including an accessory load which can be supported by one stud is calculated on the basis of the calculated effective projection area.
    • 要解决的问题:提供钢板混凝土结构的设计系统和钢板混凝土结构的设计方法,其能够通过计算对应于作用的锥形破坏中的有效投影面积来评估合理的螺柱承载力 加载。 解决方案:钢板混凝土结构的设计方法包括:由多个表面钢板形成的钢板框架:固定在表面钢板的内表面上的螺柱; 并将混凝土安装在钢板框架上。 在钢板混凝土结构的设计方法中,基于包括螺柱间隔和螺柱长度的结构条件计算机体载荷,并且当体积负荷由整个多个螺柱支撑时,可以将参考载荷 计算一个螺柱的支撑,并且计算对基准负载的负荷的负荷率,并且通过参照预先计算的负荷率与有效投影面积之间的关系从负荷率计算有效投影面积 并且基于所计算的有效投影面积来计算包括可由一个支柱支撑的附件负载的负载。 版权所有(C)2012,JPO&INPIT
    • 7. 发明专利
    • Construction method and construction apparatus for ferris wheel
    • FERRIS轮的施工方法和施工装置
    • JP2008161531A
    • 2008-07-17
    • JP2006355914
    • 2006-12-28
    • Mitsubishi Heavy Ind Ltd三菱重工業株式会社
    • SHIMIZU HIROSHIOKAMOTO HIROSHIISODA ATSUSHISAKANO SHIGERUHAYASHI YOSHIKIKAMEI HIROYUKIKONDO SHINSUKE
    • A63G27/00
    • PROBLEM TO BE SOLVED: To reduce the manufacturing cost, and at the same time, to increase safety in a construction method and a construction apparatus for a ferris wheel.
      SOLUTION: A second carrying truck 16, two pieces of columns 21, a lower scaffold 21, and three hydraulic jacks 29, 30 and 31 are installed. In this case, the second carrying truck 16 can carry a rim 42 in the installation place of the ferris wheel. The two pieces of columns 21 are stood on both sides of the carrying-in path of the second carrying truck 16. The lower scaffold 26 is installed in the columns 21. The three hydraulic jacks 29, 30 and 31 are installed in parallel in the carrying direction of the rim 42 on the lower scaffold 26, and are freely detachable from the rim 42. Then, the rim 42 is made movable by the hydraulic jacks 29, 30 and 31.
      COPYRIGHT: (C)2008,JPO&INPIT
    • 要解决的问题:为了降低制造成本,同时提高用于摩天轮的施工方法和施工装置的安全性。 解决方案:安装第二搬运车辆16,两个立柱21,下部支架21和三个液压千斤顶29,30和31。 在这种情况下,第二搬运车16可以在摩天轮的安装位置承载边缘42。 两列柱21位于第二搬运车16的搬入路径的两侧。下支架26安装在列21中。三个液压千斤顶29,30和31平行安装在 轮辋42在下支架26上的传送方向,并且可自由地从轮辋42拆卸。然后,轮辋42由液压千斤顶29,30和31制成。可选:(C)2008,JPO&INPIT