In many cases the scaffold will happen in the case of not deformation, but also be signs of deformation, so we should prepare work before deformation.

(1) scaffold local deformation caused by foundation settlement. On the double bent transverse section erection of eight kung, or bracing, every other row of poling erect a group, until the deformation zone. Scaffolding tube bracing must be located in a solid and reliable foundation.
(2) the scaffold on which to take root of cantilever beam deflection deformation of more than a specified value, after dealing with the cantilever beam anchor point for reinforcement, steel scaffolding tube beams with steel support and U head after tightening against the roof. Embedded bar has a gap between ring and steel beam, must use wedge for horse. Hanging beam outside the wire rope by root examination, all fastening, ensure uniform stress.

(3) scaffold unloading, pull system local damage, immediately according to the original plan formulation of unloading connection method to recover, and the parts have to be deformed and bar are correct. If correct scaffolding outward deformation, according to each studio set a 5 t chain, and the structure is tight, loosen the rigid contact, each point to tighten inside chain at the same time, to the deformation is correct, make rigid joint, and the wire rope to tighten the unloading point, make its force uniform, finally let go of the chain.

Operation platform, in the form of the rack, removable for flow operation, the rack main channel steel tensile component using 10, each hanging rack, a total of 4 root, channel steel with transverse frame work fastener rope tight. The rack through the channel steel tube, shelves and beam string steel beam connection.