材料导报
材料導報
재료도보
MATERIALS REVIEW
2009年
z1期
226-228
,共3页
环氧树脂%有机膨润土%改性%耐热性
環氧樹脂%有機膨潤土%改性%耐熱性
배양수지%유궤팽윤토%개성%내열성
epoxy resin%o-bentonites%modification%heat resistance
以双酚A型环氧树脂(CYD-128)为基体,有机膨润土为增韧改性剂,选用自行合成的固化剂,固化不同质量比的环氧树脂/有机膨润土复合体系的共混物,测定了共混固化复合体系的冲击强度、拉伸强度和热分解温度,并用扫描电镜(SEM)观察了环氧树脂/有机膨润土复合体系的微观结构.结果表明:随着有机膨润土含量的增加,冲击强度逐渐增加,当有机膨润土含量达3%~4%时冲击强度出现了极大值;随着有机膨润土含量的进一步增加,冲击强度减小.当共混复合体系的质量比为(3~4):100时,复合体系增韧的效果非常明显,把冲击强度从20.4kJ/m2提高到25.0kJ/m2;拉伸强度和热分解初始温度均有较大程度的改善;并且随着有机膨润土的加入,复合体系的断裂面逐渐呈韧性断裂.
以雙酚A型環氧樹脂(CYD-128)為基體,有機膨潤土為增韌改性劑,選用自行閤成的固化劑,固化不同質量比的環氧樹脂/有機膨潤土複閤體繫的共混物,測定瞭共混固化複閤體繫的遲擊彊度、拉伸彊度和熱分解溫度,併用掃描電鏡(SEM)觀察瞭環氧樹脂/有機膨潤土複閤體繫的微觀結構.結果錶明:隨著有機膨潤土含量的增加,遲擊彊度逐漸增加,噹有機膨潤土含量達3%~4%時遲擊彊度齣現瞭極大值;隨著有機膨潤土含量的進一步增加,遲擊彊度減小.噹共混複閤體繫的質量比為(3~4):100時,複閤體繫增韌的效果非常明顯,把遲擊彊度從20.4kJ/m2提高到25.0kJ/m2;拉伸彊度和熱分解初始溫度均有較大程度的改善;併且隨著有機膨潤土的加入,複閤體繫的斷裂麵逐漸呈韌性斷裂.
이쌍분A형배양수지(CYD-128)위기체,유궤팽윤토위증인개성제,선용자행합성적고화제,고화불동질량비적배양수지/유궤팽윤토복합체계적공혼물,측정료공혼고화복합체계적충격강도、랍신강도화열분해온도,병용소묘전경(SEM)관찰료배양수지/유궤팽윤토복합체계적미관결구.결과표명:수착유궤팽윤토함량적증가,충격강도축점증가,당유궤팽윤토함량체3%~4%시충격강도출현료겁대치;수착유궤팽윤토함량적진일보증가,충격강도감소.당공혼복합체계적질량비위(3~4):100시,복합체계증인적효과비상명현,파충격강도종20.4kJ/m2제고도25.0kJ/m2;랍신강도화열분해초시온도균유교대정도적개선;병차수착유궤팽윤토적가입,복합체계적단렬면축점정인성단렬.
With bisphenol a based epoxy resins(CYD-128) as matrix,o-bentonites as toughening agent,self-made curing agent,the CYD-128/o-bentonites compounds with different composition mass ratios are cured.The impact strength,tensile strength and thermal decomposition temperature of the cured blends materials are determined,and the microstructure of CYD-128/o-bentonites compound is observed by SEM.The results show that the impact strength increases gradually,and achieves the maximum value when the content of the o-bentonites is about 3%~4% and then decreases with the increasing The impact strength is enhanced from 20.4kJ/m2 to 25.0kJ/m2 and tensile strength and thermal decomposition temperature are enhanced greatly too.With the addition of o-bentonites,composites fracture surface gradually exhibits fracture toughness.