有机聚合物抗凝冰涂层的配制与施工及路用性能研究
——以准噶尔盆地S21公路段为例
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中图分类号：TQ635.5 文献标志码：A 文章编号：1001-5922（2025）10-0013-04
Preparation and construction of organic polymer anti-icing coating and road performance research -taking the S21 highway section in junggar basin as an example
HUANGMei'，HANFeng²，ZHAOHong？，LIUWei'，Puerhaiti·Ainiwaer² GAO Kaikai4，LIU Bin5，LI Yongquan³，XU Xiaowei， MO Wenlong （1.Xinjiang Xingya Engineering Construction Co.，Ltd.，Changji 8311Oo，Xinjiang China; 2.Xinjiang Jiaotou Construction Management Co.，Ltd.，Urumqi 83Oo99，China;3. Guizhou Highway Engineering Group Co.，Ltd.，Guiyang 55ooo8，China; 4.Scientific Research Institute of the Ministry of Transport，Beijing 1OOO29，China;5. Xinjiang production and construction corps construction engineering science and Technology Research InstituteCo.，Ltd.，Urumqi 830o54，China;6. Changji Haoze Cement Products Co.，Ltd.，Changji 8311Oo，Xinjiang China; 7. College of chemical engineering，Xinjiang University，Urumqi 83o017，China）
Abstract：The anti-icing composite material was used to carry out coating teston abridge section of S21 highway sectionin Junggar Basin.Basedon the process ofcompounding-preliminary mixing-high dispersion treatment-coating operation-coating filling-natural airdrying，thepurpose ofeficient constructionof anti-icing coating was achieved.After the construction，theroad performance test was cariedoutin the testsection.Theresults showthat the static frictioncoefficientoftheuncoatedanti-icing pavementis 67.1，andthefrictioncoeffcientof thecoatedanti-icing coating pavement is58.2，indicating that theanti-icingcoating willreduce the static frictioncoefficientof the pavement.Theuncoated and coated data were O.89 andO.78，respectively，indicatingthatthe roughness of the road surface decreased aftercoating，thereby reducing the friction coefficientof the road surface.The water permeability coefficientof the road surface after coating is greatlyreduced，from86 mL/min to 30mL/min.After the snowfall in winter，there was noobvious snow coveronthe coatedanti-icing coating pavement compared withthe uncoated pavement.The friction coefficientof the pavementdecreased from 58.OO insummerto 55.68，with adecreaseof only 4% ，which may be caused by the water in the road area，but all meet the design requirements.
Key words： road engineering;anticoagulant ice;coating;pavement performance
为了保障道路畅通和行车安全，提高道路的运营效益，必须采取措施清除路面冰雪，这是我国北方寒冷地区冬季道路养护的一项重要工作。（剩余4619字）
