Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong. EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019
Citation:
Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong. EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019
Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong. EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019
Citation:
Wang Chengqi, Zhuang Hua, Zhang Yueran, Chen Kewei, Wang Dongdong. EXPERIMENTAL STUDY ON ADIABATIC TEMPERATURE RISE OF HIGH PERFORMANCE SELF-COMPACTING CONCRETE FOR MARINE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 88-92,155. doi: 10.13204/j.gyjz201303019
By using fly ash,slag powder,limestone powder and silica fume,high performance self-compacting concrete for marine structure was developed and the shrinkage of high performance self-compacting concrete for marine structure was emphatically studied.Experimental results show that the 7 d hydration heat of binder material for six kinds of high performance self-compacting concrete for marine structure is less than 238 J/g,and 7 d adiabatic temperature rise for six kinds of high performance self-compacting concrete for marine structure isn't greater than 55 ℃.The making up method with composite mineral admixture is feasible to improve crack resistance of mass concrete.Moreover,the effect with fly and slag powder,and slag powder and limestone powder is best,7 d adiabatic temperature rise of them can be controlled in 50 ℃.