Welding method of welded gabion mesh welded mesh

Welded gabion mesh welded mesh lapping methods generally have three kinds of stacking method, buckle method and steep method. The overlapping method and buckling method have the advantages of fewer steel bar numbers and convenient installation, but there are more layers of steel bars at the overlapping joints, which affects the force of the welded mesh. However, the vertical and horizontal steel bars at the lap joints of the flat lap method are in the same plane, and the force is better, but the lap length is larger than the former.   The following is the operation specification for equipment welding gabion mesh welded mesh. We hope that we will carry out equipment strictly in accordance with the operation specification during construction. To ensure our personal safety. The lap joint of welded mesh is divided into two types: the lap joint of stressed steel bars and the lap joint of non-stressed steel bars. According to the requirements of the specification, the lap length and anchorage length rules are as follows: When the stressed welded mesh adopts the lapping method or buckling method, each welded mesh sheet should have at least one transverse steel bar within the lap joint range.   The distance between a transverse welded mesh sheet outside the welded gabion mesh sheet should not be less than 50mm, and the lap length of two welded mesh sheets should not be less than d (concrete strength equal to C35) and not less than 200mm; When the flat lap method is used for the steel bars, the lap length of the two welded mesh sheets should not be less than 37d (the strength of the concrete is equal to C35) and should not be less than when the non-stressed welded mesh sheets are lapped or buckled.   Within the lap joint range, each welded gabion mesh welded mesh sheet has at least one piece of force, and the lap length should not be less than 20d and should not be less than 150mm; when the flat lap method is selected, the lap length should not be less than 20d and not less than the minimum anchorage length of the cold-rolled ribbed welded mesh sheet shall not be less than 28d (when there is a transverse welded mesh sheet within the anchorage length and the concrete strength is equal to C35).