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SUPPORTING STRUCTURE OF ELEVATOR RAIL IN HIGH STEEL TOWER

机译:高铁塔吊轨的支撑结构

摘要

PURPOSE:To avoid concentration of load to a lower horizontal 'l from a rail for elevating in a steel tower and to reduce deflection of the rail due to increase in a distance between supporting points. CONSTITUTION:A rail R is laid on a steel tower in which a plurality of main column materials are arranged in parallel, a rail receiving frame 7 is assembled on the back of the rail R at a bending point part and the lowest position of the main column material 4 and connected to a horizontal material and a horizontal brace 6, and the rail R is connected to two points on the rail receiving frame 7 so as to avoid concentration of a vertical load of the rail R onto the horizontal material R and to prevent deformation of the horizontal material and the main column material 4. Also, a reinforcing member 15 of the truss structure is provided at an inner peripheral position of the rail receiving frame 7 and it is assembled in connection downward at least from the bending point of the main column material 4 to raise strength and rigidity of the rail R itself in connection from the inner periphery of the rail receiving frame 7 and the horizontal material and to restrict deflection on them.
机译:目的:为避免将负荷从钢轨上的钢轨上集中到较低的水平'l上,并减少由于支撑点之间距离增加而引起的钢轨偏斜。构成:钢轨R铺设在钢塔上,平行布置多个主柱材料,钢轨R的背面的弯曲点部分和最低位置组装有钢轨接收框架7立柱材料4连接到水平材料和水平支架6上,并且轨道R连接到轨道接收框架7上的两个点,以避免轨道R的垂直载荷集中到水平材料R上,并且防止水平材料和主柱材料4变形。此外,在轨道接收框架7的内周位置处设置桁架结构的加强构件15,并且该加强构件15至少从其弯曲点向下组装。主柱材料4提高了从轨道接收框架7的内周和水平材料连接的轨道R本身的强度和刚度,并限制了它们的挠曲。

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