A solar roof concrete foundation steel embedded parts, steel embedded parts are welded on the welding channel, two channel to head to head up, ask whether the welding part of a steel plate welding lining need? Or what other requirements? What norms do these requirements come from? Thank you
Butt welding, full welding, through the groove just fine! What about steel plates? No way, single-sided welding, double-sided molding
Need a connection plate welding, welding parts.
1, if two pieces of welding team gap is not conducive to welding, can be lined with a steel plate welding, if the assembly gap reasonable, direct rust removal, welding is ok.2, can use manual arc welding and J422 (E4303) welding rod can.
Steel mosaic, can be spliced according to the below methods: adopt web side welding stiffened plate (installed in the groove of the inner channel of the stiffened plate, flange plate groove) by sealing welding, welding seam groove cutting and slag inclusions shall be clean; check inspection after welding. The web stiffener is greater than or equal to the thickness of the web. The dimension of the reinforcing plate is: the length of the steel plate is equal to the height of the section steel, and the width is equal to the height of the section steel, minus 70mm.
