首页|固废磷石膏基纤维增强水泥板制备及环保性能分析

固废磷石膏基纤维增强水泥板制备及环保性能分析

扫码查看
研究旨在探讨利用预处理改性固废磷石膏(SWC)部分替代水泥,结合木质纤维、POM(Polyoxymethyl-ene,聚甲醛)纤维、水泥和细砂,基于流浆法工艺制备固废磷石 膏基纤维增强 水泥板,进一步分析不同预处理改性磷石膏掺量(10%、20%、30%、40%)对纤维增强水泥板的物理、力学和环保性能的影响.实验结果表明,纤维增强水泥板的物理性能,如密度和吸水率,受到预处理改性磷石膏引入的影响较小.随着SWC掺量增加饱水抗折强度总体呈下降趋势,掺量在0~20%区间时影响并不明显,即便不掺入POM纤维,其3 d抗压强度仍可达到4.16 MPa,满足A类和B类R1级纤维水泥板强度4 MPa的要求.加入适量POM纤维(1%)可以明显增加纤维增强水泥板强度.此外,制备过程中纤维增强水泥板CO2排放量减少约20%,二氧化硫(SO2)和氮氧化物(NOx)等污染物的排放也显著减少,同时环境中可溶性磷酸盐和氟化物等污染物含量也间接降低.
Incorporation of Solid Waste in Fibers Cement Boards:Fabrication and Environmental Performance Analysis
This study investigates the feasibility of partially substituting cement with pre-treated modified solid waste phosphogypsum,along with wood fibers,POM fibers,cement,and fine sand,to produce fiber-reinforced cement boards using the slurry method.The research analyzes the impact of different pre-treated modified phosphogypsum con-tents(10%,20%,30%,40%)on the mechanical and environmental performance of these boards.Results show mini-mal effects on physical properties like density and water absorption due to pre-treated modified phosphogypsum.While the saturated flexural strength declines with increased phosphogypsum content,the effect is insignificant within the 0~20%range.Even without POM fibers,the 3-day compressive strength meets Class A and B Rl-grade fiber cement board requirements at 4.16 MPa.The addition of 1%POM fibers significantly enhance board strength.Moreover,sub-stituting cement with pre-treated modified phosphogypsum has reduced CO2 emissions by about 20%,lowered pollu-tants like sulfur dioxide(SO2)and nitrogen oxides(NOx),and indirectly decreased the content of soluble phosphates and fluorides in the environment.

pre-treated modified phosphogypsumfiber-reinforced cement boardsenvironmental performance

赵洲峰、裘吕超、邹君文、付军、张澳、李锐杰

展开 >

国网浙江省电力有限公司电力科学研究院,杭州 310014

浙江省电力锅炉压力容器检验所有限公司,杭州 310014

武汉理工大学硅酸盐建筑材料国家重点实验室,武汉 430070

预处理改性磷石膏 纤维增强水泥板 环保性能

国家自然基金&&

GJRD2022-0452378235

2024

建材世界
武汉理工大学

建材世界

影响因子:0.869
ISSN:1674-6066
年,卷(期):2024.45(2)
  • 9