公开(公告)号：US06745533B2

公开(公告)日：2004-06-08

申请号：US10202139

申请日：2002-07-24

申请人： Toshio Yamashita ,  Yoshimasa Tsuchiya ,  Kazuyuki Nakamura ,  Kiyoshi Nakamura ,  Kenji Sekiguchi ,  Hiroshi Murakami ,  Nobuaki Miura ,  Isao Kojima ,  Sadao Suzuki ,  Yasuyoshi Shimazaki ,  Yoichiro Takeuchi ,  Fumio Fujita

发明人： Toshio Yamashita ,  Yoshimasa Tsuchiya ,  Kazuyuki Nakamura ,  Kiyoshi Nakamura ,  Kenji Sekiguchi ,  Hiroshi Murakami ,  Nobuaki Miura ,  Isao Kojima ,  Sadao Suzuki ,  Yasuyoshi Shimazaki ,  Yoichiro Takeuchi ,  Fumio Fujita

IPC分类号： G21C1518

CPC分类号： G21C13/00 ,  E04B1/16 ,  Y02E30/40

摘要： The present invention is provided for considerably shortening the construction time of a building that is applied to nuclear power plants. When constructing the building, megablocks having a height that extends to a plurality of floors are produced, and together with combining those megablocks, concrete is poured inside them to form a wall member composed of a megawall structure of steel plate reinforced concrete construction. Alternatively, in addition to the wall megablocks, floor megablocks for forming the floor member of the building are used, and together with combining those megablocks, concrete is poured inside or above them to form a structural member (wall member and floor member) composed of a megawall structure of steel plate reinforced concrete construction.

摘要翻译： 提供本发明大大缩短了应用于​​核电站的建筑物的施工时间。 制造建筑物时，产生高度延伸到多层的大块，并结合这些大块砖，将混凝土浇注在其中，形成由钢板钢筋混凝土结构的兆瓦结构构成的壁构件。 或者，除了墙壁大块之外，还使用了用于形成建筑物的地板构件的地板大块，并且将这些大块结合在一起，混凝土被浇注在其内部或上方，以形成由以下构成的结构构件（壁构件和地板构件） 钢板混凝土结构的兆瓦结构。

公开(公告)号：US5119598A

公开(公告)日：1992-06-09

申请号：US590172

申请日：1990-09-28

申请人： Akinori Tajiri ,  Tadao Suzuki ,  Kouichi Ushiroda ,  Hideyasu Furukawa ,  Yasuyoshi Shimazaki ,  Kenji Sekiguchi ,  Keiji Nakanishi ,  Masami Hosoda

发明人： Akinori Tajiri ,  Tadao Suzuki ,  Kouichi Ushiroda ,  Hideyasu Furukawa ,  Yasuyoshi Shimazaki ,  Kenji Sekiguchi ,  Keiji Nakanishi ,  Masami Hosoda

IPC分类号： E04B5/00 ,  G21C13/00

CPC分类号： G21C13/00 ,  Y02E30/40

摘要： A method of constructing a top slab to provide a containment roof over a nuclear-power generating building, in particular, a method for utilizing overhead spaces bounded by a wall of the containment building and a shielding wall of the pressure vessel building, wherein the sequential steps involve; erecting a plurality of paired support columns on tops of the wall and of the shielding wall; building upper structural components across said paired support columns; installing a slab liner equipped with slab anchors beneath said lower structural components by suitable joining means; constucting a reinforcing network above said lower structural components; encasing said lower structural components and said reinforcing network; and pouring concrete over the slab liner to a suitable depth.

摘要翻译： 一种构造顶板以在核能发电建筑物上提供安全壳屋顶的方法，特别是一种利用由密闭建筑物的墙壁和压力容器建筑物的屏蔽壁限定的顶部空间的方法，其中顺序地 步骤涉及; 在壁和屏蔽壁的顶部上竖立多个成对的支撑柱; 在所述成对的支撑柱上建立上部结构部件; 通过适当的接合方式在所述下部结构部件下面安装装有板锚的板坯衬板; 在上述下部结构部件的上方形成加强网络; 包围所述下部结构部件和所述加强网络; 并将混凝土浇筑在板坯衬套上至合适的深度。