材料导报
材料導報
재료도보
MATERIALS REVIEW
2015年
16期
111-114
,共4页
刘军%齐玮%刘润清%田悦
劉軍%齊瑋%劉潤清%田悅
류군%제위%류윤청%전열
泡沫混凝土%粉煤灰%孔隙率%干密度%抗压强度
泡沫混凝土%粉煤灰%孔隙率%榦密度%抗壓彊度
포말혼응토%분매회%공극솔%간밀도%항압강도
foam concrete%fly ash%porosity%dry density%compressive strength
研究了粉煤灰掺量和水灰比对粉煤灰掺量较大的泡沫混凝土的干密度和抗压强度的影响,利用经验公式计算泡沫混凝土的孔隙率,重点研究泡沫混凝土的孔隙率和干密度、抗压强度的关系。研究结果表明随着粉煤灰掺量的增加泡沫混凝土的干密度和抗压强度均呈下降的趋势。当粉煤灰掺量由25%上升到30%时,不同水胶比的泡沫混凝土干密度下降均超过了60 kg/m3;粉煤灰掺量由30%提高到40%时,不同水胶比的泡沫混凝土抗压强度下降的趋势都明显减小。以粉煤灰取代水泥后,孔隙率和干密度的拟合公式为 Y =27126.8-64295.9X +38334.4X 2,相关系数为0.9097;孔隙率和抗压强度的拟合公式为Y =58.7-142.2X +86.3X 2,相关系数为0.9802。
研究瞭粉煤灰摻量和水灰比對粉煤灰摻量較大的泡沫混凝土的榦密度和抗壓彊度的影響,利用經驗公式計算泡沫混凝土的孔隙率,重點研究泡沫混凝土的孔隙率和榦密度、抗壓彊度的關繫。研究結果錶明隨著粉煤灰摻量的增加泡沫混凝土的榦密度和抗壓彊度均呈下降的趨勢。噹粉煤灰摻量由25%上升到30%時,不同水膠比的泡沫混凝土榦密度下降均超過瞭60 kg/m3;粉煤灰摻量由30%提高到40%時,不同水膠比的泡沫混凝土抗壓彊度下降的趨勢都明顯減小。以粉煤灰取代水泥後,孔隙率和榦密度的擬閤公式為 Y =27126.8-64295.9X +38334.4X 2,相關繫數為0.9097;孔隙率和抗壓彊度的擬閤公式為Y =58.7-142.2X +86.3X 2,相關繫數為0.9802。
연구료분매회참량화수회비대분매회참량교대적포말혼응토적간밀도화항압강도적영향,이용경험공식계산포말혼응토적공극솔,중점연구포말혼응토적공극솔화간밀도、항압강도적관계。연구결과표명수착분매회참량적증가포말혼응토적간밀도화항압강도균정하강적추세。당분매회참량유25%상승도30%시,불동수효비적포말혼응토간밀도하강균초과료60 kg/m3;분매회참량유30%제고도40%시,불동수효비적포말혼응토항압강도하강적추세도명현감소。이분매회취대수니후,공극솔화간밀도적의합공식위 Y =27126.8-64295.9X +38334.4X 2,상관계수위0.9097;공극솔화항압강도적의합공식위Y =58.7-142.2X +86.3X 2,상관계수위0.9802。
The effects of fly ash volume and water-cement ratio on dry density and compressive strength of foam concrete were studied,focus on the relationship between porosity and dry density,compressive strength.The results showed that the increase of fly ash reduced dry density and compressive strength of foam concrete.In different water-cement ratio,when the replacement of cement with fly ash increased from 25% to 30%,dry density decreased more than 60 kg/m3 ;when the replacement was 30%-40%,downward trend of foam concrete compressive strength has a significant decrease.The fitting formula of porosity and dry density is Y =27126.8 -64295.9X +38334.4X 2 , correlation coefficient is 0.9097;the fitting formula of porosity and compressive strength is Y = 58.7 - 142.2X +86.3X 2 ,correlation coefficient is 0.9802.