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RAMS metal frame multi-storey buildings and a node RAMS metal frame

机译:RAMS金属框架多层建筑物和一个节点RAMS金属框架

摘要

1. Frame metal frame multistorey building comprising floor bars of columns, the longitudinal I-beams and cross beams, characterized in that the longitudinal girders are connected to one another over the entire length of the building along the alignments of axes so that the coupling areas with columns not cutting the longitudinal beams are made, and cuts the longitudinal girders with each other are arranged in the frame spans between columns in zonah.2 lightly loaded. Frame according to claim 1, characterized in that the plane walls of I-beams of the columns and walls of the respective longitudinal plane I-beams coincide and the crossbars are arranged in respective alignments zdaniya.3 axes. Frame according to claims 1 and 2, characterized in that the longitudinal I-beams within the crossbars in the zones interfacing with vertical columns are additionally attached bearing rib disposed directly under and / or above the respective zones mating kolonn.4 I-beams. Frame according to claims 1 - 3, characterized in that the longitudinal girders in the zones interfacing with columns made with the widened upper and lower belts dvutavrov.5. Frame according to claims 1 - 4, characterized in that the columns are matched with the surface of the upper and lower belts of the longitudinal I-beams of crossbars by the upper and lower flanges, respectively disposed in upper and lower ends kolonn.6. Frame according to claim 5, characterized in that the mating areas of the lower flange with the upper longitudinal belts of double T beams, parallel to their interface plane set plate attached to the longitudinal girders by weld seams located along the longitudinal axis rigeley.7. A rack according to claims 5 and 6, characterized in that the flan
机译:1.一种框架金属框架多层建筑物,其包括柱的地板条,纵向工字梁和横梁,其特征在于,所述纵向梁在建筑物的整个长度上沿着轴线的排列彼此连接,从而使连接区域纵梁不切割时,制成纵梁,并在zonah.2纵梁之间的框架跨度中相互切开纵梁。2轻载。 2.根据权利要求1所述的框架,其特征在于,所述立柱的工字梁的平面壁和相应的纵向工字梁的壁重合,并且所述横杆以各自的对齐方式排列成三个轴线。 3.根据权利要求1和2所述的框架,其特征在于,在与垂直柱对接的区域中的横杆内的纵向工字梁额外地附接有支承肋,所述支撑肋直接布置在与四根工字钢配合的各个区域的下方和/或上方。 4.根据权利要求1-3所述的框架,其特征在于,在与由加宽的上部和下部皮带dvutavrov.5制成的柱子相接的区域中的纵向大梁。 5.根据权利要求1-4所述的框架,其特征在于,所述柱通过分别设置在上端和下端kolonn中的上凸缘和下凸缘与横梁的纵向工字梁的上带和下带的表面匹配。 6.根据权利要求5所述的框架,其特征在于,所述下部凸缘与双T形梁的上部纵向带的配合区域平行于它们的交接平面固定板,所述交接平面固定板通过沿纵轴rigeley定位的焊缝附接至纵梁。 7.根据权利要求5和6所述的机架,其特征在于,所述果馅饼

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