研究目的：铁路无站台柱雨棚为四周开敞建筑，通常采用钢结构形式，为风敏感结构，本文通过对 14 个无站台柱雨棚风洞试验的结果进行分析，归纳总结其共性特征，并与现行《建筑结构荷载规范》( GB 50009—2001) 进行对比分析，得出无站台柱雨棚风荷载体型系数的一些分布规律，为结构计算提供参考。
研究结论：( 1) 铁路无站台柱雨棚风压系数介于0．1 ～0．9 之间，风吸系数介于 －0.3 ～ －2.0 之间; (2) 试验得出的风压体型系数一般小于《 建筑结构荷载规范》( GB 50009—2001) 类似参考值，而风吸体型系数两者较为接近; (3) 檐口、洞口处的风荷载具有放大效应。
Research purposes:The No － platform － column Canopy is the open wide building，and steel structure．This paper analyses the results of 14 wind tunnel tests of t No － platform － column Canopy and concludes the commonness．Then contrast with the " Load Code for the Design of Building Structures " ( GB 50009 － 2001) ． This paper educes some distributing of the wind load figuration coefficients of No － platform － column Canopy ． The disciplinarian provide some reference for the structure calculation．
Research conclusions:(1) The wind load pressure figuration coefficients of the No － platform － column Canopy is between 0.1 ～ 0.9，the wind load suck figuration coefficients is between － 0.3 ～ － 2.0; (2) The wind load pressure figuration coefficients of the test is smaller to the " Load Code for the Design of Building Structures" ( GB 50009 － 2001)and the wind load suck figuration coefficients is bigger; (3) The wind load figuration coefficients enlarges on the cornice and hole．
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