首页|公路沥青路面施工压实温度控制研究

公路沥青路面施工压实温度控制研究

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温度是影响沥青路面压实施工质量的重要因素,为了探究沥青路面最优的压实温度,以长沙至益阳高速公路扩容工程使用的SMA-13 混合料为研究对象,以温度为变量,通过变量试验,探究不同压实成型温度对于混合料压实特性的影响,根据混合料的压实指标特性,结合施工环境的影响,确定有效的压实温度控制范围,即温度应控制在 80℃以上。同时通过试验建立压实温度、环境条件与压实时间的回归模型,探究压实温度与压实时间之间的函数关系,通过确定有效压实时间进行最佳压实温度的控制。按照试验确定的有效压实温度等进行现场施工,温度监测表明,通过调控摊铺与压实同步进行,保证有效压实时间控制在52 min内、压实温度满足大于 80℃以上时,施工中未出现温度离析,可以对温度离析进行有效控制。
Study on Compaction Temperature Control of Highway Asphalt Pavement Construction
Temperature is an important factor affecting the compaction construction quality of asphalt pavement.In order to explore the optimal compaction temperature of asphalt pavement,SMA-13 mixture used in the expansion project of Changsha to Yiyang Express-way is taken as the research object.With temperature as the variable,variable tests are conducted to explore the impact of different compaction molding temperatures on the compaction characteristics of mixture.According to the compaction index characteristics of mixture and the impact of construction environment,determine the effective compaction temperature control range,that is,the tempera-ture shall be controlled above 80℃.At the same time,the regression model of compaction temperature,environmental conditions and compaction time is established through tests to explore the functional relationship between compaction temperature and compaction time,and the optimal compaction temperature is controlled by determining the effective compaction time.The on-site construction shall be carried out according to the effective compaction temperature determined by the tests.The temperature monitoring shows that the effective compaction time shall be controlled within 52 min and the compaction temperature shall be more than 80℃ by regulating the paving and compaction simultaneously.When the compaction temperature is more than 80℃,there is no temperature segregation during the construction,so the temperature segregation can be effectively controlled.

compaction temperature controleffective time of compactionSMA-13 mixture

柴嘉占

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山西路桥第二工程有限公司,山西 临汾 041000

压实温度控制 压实有效时间 SMA-13混合料

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(4)
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