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COLLECTIVE-MONOLITHIC CROSSING

机译:集体全称

摘要

A utility model relates to the field of construction, in particular to bearing ceilings, fully or partially concreted on the construction site.;The prefabricated-monolithic flooring contains prefabricated elements of "rectangular inlay panels" and monolithic fiber-reinforced concrete beams, located in the longitudinal and transverse direction relative to the precast elements, in the spaces between them. Beams are made of rectangular cross-section with support on walls. Each "liner" comprises an armature frame, a base plate and two longitudinal stiffeners along the long side of the base plate of the "liner" and two or more transverse stiffeners located along the short side of the base. All stiffeners are perpendicular to the plane of the base. The stiffeners located along the perimeter of the base have a height in total with the thickness of the base equal to the height of the monolithic fiber reinforced concrete beams. The rest of the stiffeners are made in height in total with a base thickness not exceeding the height of the monolithic fiber reinforced concrete beams. The reinforcement frame of the "inset panels" is made with outlets along the ends and sides. The length of armature outlets is selected in accordance with existing standards.;The technical result of the utility model is to increase the stiffness of the prefabricated-monolithic overlapping in the bend plane of the prefabricated-monolithic overlap.
机译:本实用新型涉及建筑领域,尤其涉及在建筑工地上全部或部分混凝土的承重天花板。预制整体地板包含“矩形镶嵌板”和整体纤维增强混凝土梁的预制元件,位于在它们之间的空间中相对于预制元件的纵向和横向。梁由矩形横截面制成,并在墙上支撑。每个“衬套”包括电枢框架,基板和沿“衬套”的基板的长边的两个纵向加劲肋,以及沿基座的短边设置的两个或多个横向加劲肋。所有加劲肋均垂直于基座平面。沿着底座的周边设置的加强筋的总高度与底座的厚度等于整体式纤维增强混凝土梁的高度。其余的加劲肋的高度合计,其基本厚度不超过整体式纤维增强混凝土梁的高度。 “内嵌板”的加强框架沿端部和侧面均设有出口。电枢出口的长度是根据现有标准来选择的。本实用新型的技术成果是在预制整体式搭接件的弯曲平面内增加预制整体式搭接件的刚度。

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