This is the process of welding is old, not now, is 2 with the welding steel head away, away from the 10~20MM, and then in the 2 sides of the 1 roots (2 with 1 of the state), one side welding requirement is 10D double 5D, help the section area of the reinforcement bars shall not be less than the main bar section 70%, the force is very good, is a waste of trouble long operation time (the weld is 4 times the length of the lap welding) of the good (space space)
It's "glue 'for welding metal."
1. will be welded to the right side of the steel, two steel reinforcement end of the gap should be 2 ~ 5mm2. 2 sides of the 1 steel bars, the steel bar shall not be less than 70% of the welded steel reinforcementThe weld thickness of the 3. joint welds shall not be less than 0.3 times of the main reinforcement diameter, and the width of the weld shall not be less than 0.8 times of the main reinforcement diameter
