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作 者:陶勇 孙建斌 李士宣 冉德钦 TAO Yong;SUN Jianbin;LI Shixuan;RAN Deqin(Gaomi Road Transport Service Center,Shandong Weifang 261599 China;Shandong Transportation Institute,Shandong Jinan 250102 China;Jining City Construction Engineering Quality Supervision,Inspection and Testing Center Co.,Ltd.,Shandong Jining 272000 China)
机构地区:[1]高密市道路运输服务中心,山东潍坊261599 [2]山东省交通科学研究院,山东济南250031 [3]济宁市建筑工程质量监督检验测试中心有限公司,山东济宁272000
出 处:《山东交通科技》2024年第2期72-74,共3页
摘 要:对比分析多种养护方式对机制砂混凝土性能的影响,发现采用棉絮养护的混凝土构件表面强度最高,其次是采用养护膜养护的混凝土构件;各种养护方式下混凝土电通量值由高到低排序:标准养护>棉絮养护>土工布养护>养护膜养护>养护剂养护>塑料薄膜养护>自然养护,基本处于一个等级,属于低氯离子渗透性;干缩变形值由大到小排序:标准养护>塑料薄膜养护>棉絮养护>土工布养护>养护膜养护>自然养护>养护剂养护。This article compares and analyzes the effects of various curing methods on the performance of machinemade sand concrete.It is found that the surface strength of concrete components cured with cotton wool is the highest,followed by those cured with curing film.The electrical flux values of concrete under various curing methods,from high to low,are as follows that standard curing>cotton wool curing>geotextile curing>curing film curing>curing agent curing>plastic film curing>natural curing,which are basically at the same level and belong to low chloride ion permeability.The order of shrinkage deformation values from large to small is that standard curing>plastic film curing>cotton wool curing>geotextile curing>curing film curing>natural curing>curing agent curing.
分 类 号:U414[交通运输工程—道路与铁道工程]
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