Ringlock scaffolding structures, standard frame body and Rachel engineering structure
1, ringlock scaffolding in 7 meters high, can use set behind support method to maintain the stability of the ringlock scaffolding, when set up more than 7 meters high inconvenience set behind hold, should be for lap and engineering.

(1) the ringlock scaffolding and engineering content lap can not only prevent because of the wind load and accident happened or inward to flare, and can be used as a frame in the middle of the constraint body, reduce the calculation length of the stem, increase the bearing capacity, ensure the overall stability of the ringlock scaffolding.

(2) the wall bar spacing, the general should be stipulated in the table Settings. When the ringlock scaffolding structures height needs to shrink even higher wall pole spacing, more effective than narrow level spacing, reduce the vertical spacing from ringlock scaffolding load test, even the wall rod by a two step three across Settings than three-step across two Settings, carrying capacity increased by 7%.
(3) even the wall rod should close to the node and start from the first step in the underlying large transverse rod set.
(4) the wall should be close to the master node set, is apart from the master node should not be greater than 300 mm.


ADTO scaffold three advantages:
1, provincial artificial: one hammer to install, set up removal efficiency increased by three hundred percent
2, material: steel consumption is only seventy-two percent of that in the bowl system disk system

3, save money, reduce material cost, labor, management fees, loss reduction, save maintenance cost, service life for 15 years
4, security: steel ring, ringlock, cast steel head, bolt and other accessories, in strict accordance with the AQL inspection standard false without welding, welding, so welding, welding slag, burr