摘要
介绍了某客专特大桥预应力连续箱梁0号块现浇三角托架的方案设计,利用MIDAS/Civil 2012建模对支架进行了受力检算与分析,提出了方案设计改进建议,为今后类似条件的临时支架方案设计提供参考。
The article introduces the scheme design of triangular bracket for segment No.0 cast-insitu prestressed continuous box beam of a super-large bridge.Stress check computation and analysis on the triangular bracket is made by Midas/Civil 2012 modeling,and the design improvement suggestions are put forward,which provides references for similar bracket scheme design of temporary structure in construction in future.
出处
《低温建筑技术》
2014年第9期100-102,共3页
Low Temperature Architecture Technology
