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ASSEMBLY STRUCTURE COMPRISING A PREFABRICATED REINFORCED BEAM AND PREFABRICATED REINFORCED SLAB ELEMENTS

机译:包含预加筋梁和预加筋板单元的装配结构

摘要

The invention relates to a composite structure comprising prefabricated reinforced-concrete crossmembers and prefabricated reinforced-concrete floor units for reinforced-concrete skeleton structures. The aim of the invention is a considerable saving in reinforcement (approximately 30%) in the prefabricated reinforced-concrete crossmembers and/or a reduction in the structural dimensions of crossmember height and floor height or an increase in the crossmember span with an additional reduction of the necessary concrete material. The problem was, by redistributing the stresses, to reduce the shear forces between prefabricated reinforced-concrete crossmembers and prefabricated reinforced-concrete floor units and to permit prefabricated reinforced-concrete crossmembers and prefabricated reinforced-concrete floor units to act as T-beams. The redistribution of the forces is effected in that between the end sides of the prefabricated reinforced-concrete floor units, on the prefabricated reinforced-concrete crossmembers, there is arranged in situ concrete which has been forced into the openings of the prefabricated reinforced-concrete floor units and in which reinforcement members project out of the prefabricated reinforced-concrete crossmembers, and in that the tension-reinforcement members of the prefabricated reinforced-concrete crossmembers are fastened on steel angles on the end sides of the prefabricated reinforced-concrete crossmembers. The ratio of the height of the prefabricated reinforced-concrete floor units to the height of the entire T-beam has to be -1/3. The invention can be used for all reinforced-concrete skeleton structures in construction work for industry and public buildings. The essence of the invention can best be seen from Figures 1 and 3. IMAGE
机译:本发明涉及一种复合结构,其包括预制的钢筋混凝土横梁和用于钢筋混凝土骨架结构的预制的钢筋混凝土地板单元。发明内容本发明的目的是在预制的钢筋混凝土横梁中节省大量的钢筋(大约30%)和/或减小横梁高度和底板高度的结构尺寸,或者增加横梁跨度,同时减少必要的混凝土材料。问题是,通过重新分配应力,以减少预制钢筋混凝土横梁和预制钢筋混凝土楼板单元之间的剪切力,并允许预制钢筋混凝土横梁和预制钢筋混凝土楼板单元充当T型梁。力的重新分配是这样进行的,即在预制的钢筋混凝土楼板单元的端侧之间,在预制的钢筋混凝土横梁上,就地布置了被迫进入预制的钢筋混凝土楼板的孔中的混凝土。单元,其中加固构件从预制钢筋混凝土横梁中伸出,并且预制钢筋混凝土横梁的受拉钢筋以钢角固定在预制钢筋混凝土横梁的端部。预制钢筋混凝土地板单元的高度与整个T型梁的高度之比必须为-1/3。本发明可用于工业和公共建筑的建筑工作中的所有钢筋混凝土骨架结构。从图1和图3可以最好地看出本发明的实质。

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