首页> 外国专利> DOUBLY PRESTRESSED ROOF-CEILING CONSTRUCTION WITH GRID FLAT SOFFIT FOR EXTREMELY LARGE SPANS

DOUBLY PRESTRESSED ROOF-CEILING CONSTRUCTION WITH GRID FLAT SOFFIT FOR EXTREMELY LARGE SPANS

机译:双预应力屋顶天花板结构,带拱形拱腹,用于超大跨度

摘要

A doubly prestressed roof-ceiling construction with grid flat soffit for extremely large-span is a prefabricated element intended for assembling roofs of extremely large-span buildings with a flat soffit. The construction includes a grid soffit construction and an upper concrete girder of a modified "T" shape or of an inverse "V"-shaped cross section, interconnected by slender steel pipe-rods that stabilize the upper girder against lateral buckling. The empty openings within elements of the horizontal grid are fulfilled with plates wherewith a flat soffit is achieved. The construction is prestressed by the double prestressing. The grid-soffit is prestressed centrically and the upper girder is prestressed by a wedge at the midspan.
机译:具有用于大跨度的网格平坦拱腹的双预应力屋顶天花板结构是一种预制元件,用于组装具有大拱腹的超大跨度建筑物的屋顶。该结构包括格栅拱腹结构和改进的“ T”形或反“ V”形横截面的上部混凝土梁,由细长的钢管杆相互连接,从而使上部梁稳定,以防止侧向屈曲。水平网格的元素内的空洞由板子填补,从而获得平坦的拱腹。通过双重预应力对结构进行预应力。网格拱腹在中心受到预应力,上梁在中跨处被楔形预应力。

著录项

  • 公开/公告号HRP20020208B1

    专利类型

  • 公开/公告日2011-02-28

    原文格式PDF

  • 申请/专利权人 MARA-INSTITUT D.O.O.;

    申请/专利号HR2002P000208

  • 发明设计人 MILOVAN SKENDZIC;BRANKO EMRCEK;

    申请日2002-03-08

  • 分类号E04B1/32;E04C3/294;E04B5;E04B7/02;E04B9/24;E04C3/22;E04C3/293;

  • 国家 HR

  • 入库时间 2022-08-21 18:06:29

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