Mine derrick design standard (English Version)
This standard was revised by the China Coal Construction Association at the request of the Ministry of Housing and Urban-Rural Development. Through a comprehensive update of the original national standard, new content of seismic design was introduced, and the self-weight estimation formula of the steel derrick structure was optimized. This revision widely solicited opinions from industry experts and drew on advanced foreign experience.
Chapter content | Original standard | New standard |
---|---|---|
General principles | No clear seismic requirements | New seismic fortification categories and requirements |
Terms and symbols | Basically covers the main terms | New terms such as earthquake action and load combination |
Load calculation | Rope breaking load is not included | Increase the standard value of broken rope and anti-fall braking load |
Case analysis: The importance of broken rope load calculation
In the new standard, the calculation method of broken rope load is clearly required. When single rope lifting, one should be the broken rope load and the other should be twice the working load; when multi-rope lifting, one side should be the broken rope load of all wire ropes and the other side should be 0.33 times the broken rope load. This regulation can effectively ensure the safety of the derrick under extreme conditions.
Main force-bearing components of steel derricks should not be made of materials with yield strength lower than 235MPa. The steel plate thickness of key parts such as the sheave support structure and supporting beams should not be less than 8mm, and the node plate thickness should not be less than 6mm.
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