混凝土与水泥制品
混凝土與水泥製品
혼응토여수니제품
China Concrete and Cement Products
2015年
9期
90-95
,共6页
别思汗%张龙%王利刚%吴玺
彆思汗%張龍%王利剛%吳璽
별사한%장룡%왕리강%오새
道路混凝土%力学性能%试验研究%橡胶%纤维
道路混凝土%力學性能%試驗研究%橡膠%纖維
도로혼응토%역학성능%시험연구%상효%섬유
Pavement concrete%Mechanical properties%Experimental study%Rubber%Fiber
用橡胶粉以20%的比例等体积替换C40混凝土中的砂,制成橡胶混凝土,并添加不同种类的纤维对其进行改性。试验表明,橡胶粉与水泥结合状况较好,橡胶混凝土具有低自重、低弹模,较好的延性及抗裂性能等优点,但强度及流动性降低明显。纤维的掺入能提高橡胶混凝土的强度,同时不降低其延性及抗裂性能。纤维对橡胶混凝土抗折强度的改善效果优于抗压强度及劈裂抗拉强度。钢纤维是改善效果最明显的单掺纤维,塑钢纤维与水泥缺乏足够的黏结力而改善效果不佳。纤维混杂后,在一定范围的掺量呈现正效应。
用橡膠粉以20%的比例等體積替換C40混凝土中的砂,製成橡膠混凝土,併添加不同種類的纖維對其進行改性。試驗錶明,橡膠粉與水泥結閤狀況較好,橡膠混凝土具有低自重、低彈模,較好的延性及抗裂性能等優點,但彊度及流動性降低明顯。纖維的摻入能提高橡膠混凝土的彊度,同時不降低其延性及抗裂性能。纖維對橡膠混凝土抗摺彊度的改善效果優于抗壓彊度及劈裂抗拉彊度。鋼纖維是改善效果最明顯的單摻纖維,塑鋼纖維與水泥缺乏足夠的黏結力而改善效果不佳。纖維混雜後,在一定範圍的摻量呈現正效應。
용상효분이20%적비례등체적체환C40혼응토중적사,제성상효혼응토,병첨가불동충류적섬유대기진행개성。시험표명,상효분여수니결합상황교호,상효혼응토구유저자중、저탄모,교호적연성급항렬성능등우점,단강도급류동성강저명현。섬유적참입능제고상효혼응토적강도,동시불강저기연성급항렬성능。섬유대상효혼응토항절강도적개선효과우우항압강도급벽렬항랍강도。강섬유시개선효과최명현적단참섬유,소강섬유여수니결핍족구적점결력이개선효과불가。섬유혼잡후,재일정범위적참량정현정효응。
Rubber concrete(RC) is prepared by replace 20% sand of C40 concrete by rubber powder in an equal vol-ume which is adding different kinds of fiber materials to modify the properties of RC. The results show that rubber powder can be well combined with cement, RC has advantage of low self-esteem, low elastic modulus, good ductility and crack re-sistance, but strength and mobility are reduced significantly. The strength of RC is improved by adding fiber meanwhile, ductility and crack resistance are not reduced. Improvement effects of fiber on flexural strength is better than splitting ten-sile and compressive strength. Steel fiber is better than any other fiber in improvement effect. Plastic fiber is poor in modi-fying properties because of its bad combination with cement. Mixing fibers have positive effects in a certain range.