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通过对不同工况下的现浇梁钢立柱支架进行施工监测,在有限元分析的基础上,对比监测数据与理论计算结果,探讨产生差异的原因,完善有限元计算模型,以提高实际工程的仿真模拟精度;总结设计经验及结构优化要点,并已成功的将研究成果应用在本工程其他支架设计中,取得极为显著的经济效益,为今后类似结构设计计算提供参考。
On the basis of finite element analysis, the construction monitoring of cast-in-situ beam steel column brackets under different working conditions is carried out. Based on the comparison of monitoring data and theoretical calculation results, the reasons for the differences are discussed, and the finite element calculation model is perfected to improve the practical engineering Simulation simulation accuracy; summary of design experience and structural optimization points, and has successfully applied the research results in the other stent design of this project, made extremely significant economic benefits, for the future similar structural design and calculation provide a reference.