1.Must meet the design requirements for load-bearing capacity.
2.Must not exhibit deformations that affect normal use.
3.Must fulfill functional requirements and possess safety protection features.
4.Scaffolding attached to or supported by engineering structures must not cause damage to the attached engineering structures.
II. Scaffolding Design Construction Loads
Construction loads are divided into two categories: permanent loads (dead loads) and variable loads (live loads).
Permanent Loads (Dead Loads):Include the self-weight of various scaffolding structural components such as upright tubes, longitudinal and transverse tubes, couplers, etc.
Variable Loads (Live Loads):Include the self-weight of auxiliary scaffolding components (scaffold planks, protective materials), construction loads, and wind loads.
The standard values for construction loads are specified as follows:
Masonry scaffolding: 3 kN/m² (based on two levels of simultaneous operation);
Decorative scaffolding: 2 kN/m² (based on three levels of simultaneous operation);
Tool-type scaffolding: 1 kN/m².
Design Requirements: If the design load of the scaffolding is lower than the above requirements, the designer of the scaffolding construction plan must clearly specify this in the safety technical disclosure, and a load limit identification must be displayed on the scaffold structure during use.
Post time: 2025-10-20 11:30:20