首页> 外国专利> REINFORCED-CONCRETE ROOF-CEILING CONSTRUCTION WITH INDIRECT PRE-STRESSING WITH FLAT LOWER SURFACE, METHOD FOR PRE-STRESSING OF THE ROOF-CEILING CONSTRUCTION AND METHOD FOR PROVISION OF STABILITY OF THE ROOF-CEILING CONSTRUCTION

REINFORCED-CONCRETE ROOF-CEILING CONSTRUCTION WITH INDIRECT PRE-STRESSING WITH FLAT LOWER SURFACE, METHOD FOR PRE-STRESSING OF THE ROOF-CEILING CONSTRUCTION AND METHOD FOR PROVISION OF STABILITY OF THE ROOF-CEILING CONSTRUCTION

机译:平底下表面间接预应力的钢筋混凝土屋顶结构,屋顶结构的预应力方法和屋顶结构的稳定性提供方法

摘要

The indirectly prestressed concrete roof-ceiling construction is prefabricated element for constructing industrial large-span buildings. The construction comprises distinctly wide and thin concrete soffit plate (1) and upper concrete girder (2), of the inverse ôVö- shaped cross section, interconnected by slender steel pipe-rods (3) that are used to stabilize the upper girder (2) against lateral buckling and prevent parts (1) and (2) to get closer or apart each to another. Prestressing of the soffit plate (1) causes compression in the upper girder (2) which passively (indirectly) pushes the ends of the construction, acting on some eccentricity over the center of gravity of the cross section, causing rotation of its ends bending in that way the soffit plate upwards. There are two efficient methods of prestressing these construction.
机译:间接预应力混凝土屋顶天花板结构是用于建造工业大跨度建筑物的预制构件。该结构包括明显宽而薄的混凝土拱腹板(1)和横截面为V型的上部混凝土梁(2),由细长的钢管杆(3)相互连接,这些钢管用于稳定上部梁(2) )以防止侧面弯曲,并防止零件(1)和(2)彼此靠近或分开。对拱腹板(1)施加预应力会导致上梁(2)受到压缩,从而被动地(间接地)推动结构的端部,并在横截面的重心上施加一定的偏心量,从而导致其端部的旋转向内弯曲。这样拱腹板向上。有两种对这些结构施加预应力的有效方法。

著录项

  • 公开/公告号UA75959C2

    专利类型

  • 公开/公告日2004-09-15

    原文格式PDF

  • 申请/专利权人 MARA-INSTITUT D.O.O.;

    申请/专利号UA20040402720

  • 发明设计人

    申请日2002-11-19

  • 分类号E04B1/22;E04B7/02;E04C3/04;E04C3/11;E04C3/20;E04C3/26;E04C3/29;E04C3/294;

  • 国家 UA

  • 入库时间 2022-08-21 23:08:20

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