| 32m双线简支箱梁2．0级静载试验加载设计 |
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| 引用本文： | 张智怀.32m双线简支箱梁2．0级静载试验加载设计[J].山西建筑,2009,35(17):302-303. |
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| 作者姓名： | 张智怀 |
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| 作者单位： | 中铁十二局二公司,山西,太原,030032 |
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| 摘 要： | 结合32m双线简支箱梁2．0级静载试验加载系统设计实例，对各设计方案及主桁架计算作了探讨，通过对三种方案经济效果、技术效果及现场可操作性比较，得出采用制式器材（军用梁）拼装反力架方案总体效果最佳的结论。
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| 关 键 词： | 双线简支箱梁 静载试验 主桁架 反力架 |
Loading design on the grade 2.0 static load experiment of 32 m double lines simple box beam |
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| ZHANG Zhi-huai.Loading design on the grade 2.0 static load experiment of 32 m double lines simple box beam[J].Shanxi Architecture,2009,35(17):302-303. |
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| Authors: | ZHANG Zhi-huai |
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| Affiliation: | ZHANG Zhi-huai |
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| Abstract: | According to the loading design practice on the grade 2.0 static load experiment of 32 m double lines simple box beam,the paper discusses the various design scheme and main gridder truss calculation,and through the comparison on the economical effect,technological effect and operability in-site of three schemes,it concludes that the total effect of using the authorized equipment(military beam) to assemble reaction frame is best. |
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| Keywords: | double lines simple box beam static load experiment main gridder truss reaction frame |
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