1) exothermic change
放热变化
2) exothermic disintegration
放热衰变，放热转化(放出能量)
3) hydration heat
水化放热
1.
The hydration heat evolution of shrinkage-compensating complex binders was investigated in a simulated environment similar to real structures.
采用等温量热法,测定了在低水胶比条件下,不同组成的补偿收缩复合胶凝材料在不同水化温度时的水化放热曲线,探讨了在接近实际结构内部环境时补偿收缩复合胶凝材料的水化特性。
2.
The total hydration heat and the rate of heat evoluti.
在不同水胶比条件下,利用等温量热法测量了不同组成的补偿收缩胶凝材料的水化放热速率和放热量曲线,以评价其水化特性及其对强度和膨胀性能的影响。
3.
The changes of hydration heat and resistivity of pastes during cement hydration were tested,and their hydration and resistivity rates were also compared.
测定了不同水泥的水化放热和电阻率变化,并做了电阻率变化率和放热速率的对比分析。
4) exothermic disintegration
放热转化
5) setting time
水化放热
1.
The results show that when 30% cement are replaced by CFBA,in the earlier hydration period,the electrical resistivity increase,and it is directly proportional to the fineness of CFBA;CFBA retard the setting time of cement,but grinded CFBA curtail it;CFBA increase the hydration heat of early age pastes of cement,and grinded CFBA are higher than original ones.
为了探讨固硫灰作水泥掺和料的水化行为,本文研究了不同细度固硫灰替代部分水泥时胶凝体系1d水化电阻率和水化放热的变化,分析了不同细度固硫灰对水泥早期水化行为的影响。
2.
The results show that when 30%cement are replaced by CFBA,in the earlier hydration period,the electrical resistivity increase,and it is directly proportional to the fineness of CFBA;CFBA retard the setting time of cement,but grinded CFBA curtail it;CFBA increase the hydration heat of early age pastes of cement,and grinded CFBA are higher than original ones.
为了探讨固硫灰作水泥掺和料的水化行为,研究了不同细度固硫灰替代部分水泥时胶凝体系1 d水化电阻率和水化放热的变化,分析了不同细度固硫灰对水泥早期水化行为的影响。
6) exothermic nuclear disintegration
放热核衰变
补充资料：放热峰
分子式：
CAS号：
性质：在差热分析曲线中试样温度高于参比物质温度的峰，即△T为正值。
CAS号：
性质：在差热分析曲线中试样温度高于参比物质温度的峰，即△T为正值。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条