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welding procedures for connecting profile carriers, in particular for road transition structures lamellas

机译:连接型材支架的焊接程序,特别是用于道路过渡结构薄板的焊接程序

摘要

The lower cross flange (7,8) of both profile bearers in the area of the abutment point (S) extends over the middle rib (3,4) and the upper cross flange (5,6) by a distance (A). The two facing ends of the lower cross flange (7,8) are provided with a V-shaped welding seam and are blunt-welded from the top. ??The lower cross flange of both profile bearers at the abutment point are of equal width, preferable 100 mm to 150 mm, and extend over their middle ribs and their upper cross flange. The middle rib section has the same wall thickness as the middle ribs of both profile bearers.
机译:两个轮廓支撑件的下部横向凸缘(7,8)在邻接点(S)的区域上延伸超过中间肋(3,4)和上部横向凸缘(5,6)一段距离(A)。下横向凸缘(7,8)的两个相对端均设有V形焊缝,并从顶部进行钝焊。两个轮廓支座的下横向凸缘在邻接点处具有相等的宽度,优选为100mm至150mm,并且在它们的中间肋和上横向凸缘上延伸。中间肋部分的壁厚与两个轮廓支撑的中间肋相同。

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