河北建筑工程学院学报
河北建築工程學院學報
하북건축공정학원학보
JOURNAL OF HEBEI INSTITUTE OF ARCHITECTURAL ENGINEERING
2014年
1期
5-7
,共3页
抗折强度%抗冲击韧性%耐磨试验
抗摺彊度%抗遲擊韌性%耐磨試驗
항절강도%항충격인성%내마시험
flexural strength%impact-resistant toughness%wearing test
针对普通路用混凝土抗折强度低、耐久性低和返修率高等特性,拟采用掺加不同含量甲基丙烯酸甲酯及酚醛树脂粉末的方法,利用聚合物改性混凝土的原理,增强普通路用混凝土的路用性能.试验效果表示随着聚合物掺入量的增加,主要路用性能会逐渐增强,在P=7.5%至10%之间效果最优.
針對普通路用混凝土抗摺彊度低、耐久性低和返脩率高等特性,擬採用摻加不同含量甲基丙烯痠甲酯及酚醛樹脂粉末的方法,利用聚閤物改性混凝土的原理,增彊普通路用混凝土的路用性能.試驗效果錶示隨著聚閤物摻入量的增加,主要路用性能會逐漸增彊,在P=7.5%至10%之間效果最優.
침대보통로용혼응토항절강도저、내구성저화반수솔고등특성,의채용참가불동함량갑기병희산갑지급분철수지분말적방법,이용취합물개성혼응토적원리,증강보통로용혼응토적로용성능.시험효과표시수착취합물참입량적증가,주요로용성능회축점증강,재P=7.5%지10%지간효과최우.
Directed at such characteristics of ordinary road concrete as low flexural strength,low dura-bility and high repairing rate,using the method of mixing with different amounts of methyl meth-acrylate and phenolic resin powder,based on the principle of polymer modified concrete,the test is made to enhance the performance of common road concrete.The result shows that,with the in-crease of polymer incorporation,the main road performance will be gradually increased,with the best effect when P is between 7.5% and 10%.