某桥钢塔锚固设计分析
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摘要
本桥采用BIM技术进行锚梁的参数化设计,提高了设计效率,通过对比分析,采用带垫梁的钢锚梁方案作为最终的索塔锚固方式,并将BIM技术有限元软件结合起来,省去了几何模型的建立过程,可供以后的工程实践作为借鉴。
A parametric design method by BIM technology has been adopted in the process of anchor beam design, which improved the efficiency.Through the comparative analysis, the steel anchor beam with bearing beam was used as the final plan of anchorage zone of pylon.The finite element software and BIM technology are combined to omit the process of building geometric model.This method can be used as a reference for future engineering practice.
A parametric design method by BIM technology has been adopted in the process of anchor beam design, which improved the efficiency.Through the comparative analysis, the steel anchor beam with bearing beam was used as the final plan of anchorage zone of pylon.The finite element software and BIM technology are combined to omit the process of building geometric model.This method can be used as a reference for future engineering practice.
引文
[1]熊世雄,王垚,温剑,等,BIM技术在钢桥工程的应用研究[J].铁路技术创新,2014(2):68~70.
[2]吴冲.现代钢桥(上册)[M].北京:人民交通出版社.2006.
[2]吴冲.现代钢桥(上册)[M].北京:人民交通出版社.2006.