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负温环境下混凝土力学性能及水化特征研究
Mechanical Properties and Hydration Characteristics of Concrete Subject to Subzero Temperature Condition
投稿时间:2016-10-17  修订日期:2017-02-09
DOI:103969/j.issn.1007 9629201706024
中文关键词:  负温  混凝土  力学性能  水化
英文关键词:subzero temperature  concrete  mechanical property  hydration
基金项目:青海省科技计划项目(2014 GX 209)
        
作者单位
胡玉兵
HU Yubing
苏交科集团股份有限公司,江苏南京211112
JSTI Group, Nanjing 211112, China
苗广营
MIAO Guangying
青海省公路建设管理局,青海西宁810008
Qinghai Highway Construction Administration Bureau, Xining 810008, China
熊羽
XIONG Yu
东南大学材料科学与工程学院,江苏南京211189
School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
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中文摘要:
      研究了负温养护、交变温度养护下混凝土力学性能的发展情况,揭示了负温混凝土抗压强度、动弹性模量随龄期的变化规律,并利用微观测试方法分析了水泥水化特征和水化产物微观结构形貌.结果表明:在-10℃时,不掺防冻剂的混凝土早期强度极低,甚至由于试件不能成型而无强度;防冻剂可有效减少混凝土早期负温养护引起的微裂缝.
英文摘要:
      The mechanical properties of concrete under low temperature subjected to subzero temperature curing or varied curing conditions were investigated. The development rule of compressive strength and dynamic elastic modulus were obtained. Hydration process and morphology of hydration products were analyzed by microscopic observation. The results show that concrete without anti freezing agents showed rather low strength at -10℃, anti freezing agents could effectively reduce micro cracks of concrete induced by subzero temperature curing at early hydration stage.
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