ADTO News
Requirements on the Ringlock Scaffolding Design and Erection
Rinlgock Scaffolding is used in project construction site safety protection products, the index of scaffold has a higher request to the security of it, using it to design and manufacture of deviation index must be within the scope of control in the following, what should pay attention to safety problems in the process of the scaffold erection, scaffolding, process which allowed deviation requirements. ADTO building below makes up and shares it with.
1) The basic technical requirements: the engineering scaffold part landed on the roof in the basement and the backfill soil outside, after winning acceptance will be carried out on the roof and foundation bearing capacity.
2) Poling verticality allows horizontal deviation of 25 mm.
3) Spacing interval 20 mm, longitudinal pitch.
4) The height of a longitudinal rod, a rod ends of 20 mm, inside with cross two longitudinal bar elevation difference; 10 mm.
5) Main node each fastener center distance each other & le; 150 mm.
6) Synchronous stud on two docking fastener apart the elevation difference 500 mm.
7) Docking fastener on the vertical bar to the master node distance.
8) On the longitudinal bar docking fastener to the master node distance.
9) Fastener bolt screw torque 40 ~ 65, bracing diagonally 45 & deg Angle with the ground; in the end, scaffolding, vertical and horizontal allowable deviation, too.
10) The erection of scaffold should have a clear understanding, generally, if the thickness of the floor more than 300 mm, should consider the design according to the heavy duty ringlock scaffolding, scaffolding load more than 15 kN/was, the design should organize expert argumentation.