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PRESTRESSED CONCRETE ROOF-CEILING CONSTRUCTION WITH FLAT SOFFIT

机译:带预拱拱顶的预应力混凝土屋顶结构

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 "V"-shaped cross section, interconnected by slender steel pipe-rods (3) that are used to stabilize the upper girder (2) against lateral buckling and to 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 centre 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 constructions.
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”形的上部混凝土梁(2),并由用于稳定上部梁的细长钢管(3)互连。 (2)防止横向弯曲,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。有两种对这些结构进行预应力的有效方法。

著录项

  • 公开/公告号LT2004028A

    专利类型

  • 公开/公告日2004-06-25

    原文格式PDF

  • 申请/专利权人 MARA-INSTITUT D. O. O.;

    申请/专利号LT20040000028

  • 发明设计人 SKENDZIC MILOVAN;SMRCEK BRANKO;

    申请日2004-03-19

  • 分类号E04C3/26;E04C3/294;E04B7/02;

  • 国家 LT

  • 入库时间 2022-08-21 23:10:17

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