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硅酸盐通报 ›› 2024, Vol. 43 ›› Issue (1): 44-51.

• 水泥混凝土 • 上一篇    下一篇

负载S-g-C3N4/MgAl-CLDH光催化砂浆的去污及水化性能研究

林淑瑾1, 罗盛洋2, 熊晓立2   

  1. 1.福州市建设工程质量监督站,福州 350007;
    2.福州大学土木工程学院,福州 350108
  • 收稿日期:2023-07-11 修订日期:2023-09-14 出版日期:2024-01-15 发布日期:2024-01-16
  • 作者简介:林淑瑾(1975—),女,高级工程师。主要从事水泥混凝土材料研究和建筑工程质量监督管理。E-mail:770900765@qq.com

Decontamination and Hydration Performance of Photocatalytic Mortar Loaded with S-g-C3N4/MgAl-CLDH

LIN Shujin1, LUO Shengyang2, XIONG Xiaoli2   

  1. 1. Fuzhou Construction Engineering Quality Supervision Station, Fuzhou 350007, China;
    2. College of Civil Engineering, Fuzhou University, Fuzhou 350108, China
  • Received:2023-07-11 Revised:2023-09-14 Online:2024-01-15 Published:2024-01-16

摘要: 本研究合成了硫掺杂氮化碳/煅烧镁铝水滑石(S-g-C3N4/MgAl-CLDH)新型光催化复合材料,通过内掺的方式将其负载在水泥砂浆上,并测试了光催化砂浆的氮氧化物(NOx)降解性能和水化性能。结果表明,当光催化剂掺量小于5%(质量分数)时,S-g-C3N4/MgAl-CLDH掺量与砂浆的NOx降解率成正比。当光催化剂掺量超过5%时,砂浆的NOx降解性能开始下降。适量的S-g-C3N4/MgAl-CLDH使水泥早期(1 d)水化程度显著提升,过量的S-g-C3N4/MgAl-CLDH使水泥后期水化程度下降。当光催化剂掺量为7%时,水泥砂浆的28 d强度较对照组砂浆显著下降。此外,适量(3%)S-g-C3N4/MgAl-CLDH能够改善砂浆的28 d强度。

关键词: 光催化砂浆, g-C3N4, MgAl-CLDH, 氮氧化物降解, 抗压强度, 水泥水化

Abstract: In this study, a new type of photocatalytic composite material “sulfur-doped carbon nitride/calcined magnesium aluminum hydrotalcite (S-g-C3N4/MgAl-CLDH)” was synthesized and loaded on cement mortar through internal doping. The nitrogen oxide (NOx) degradation and hydration performance of photocatalytic mortar were tested. The results show that when the photocatalyst dosage is less than 5% (mass fraction), the S-g-C3N4/MgAl-CLDH content is directly proportional to the NOx degradation rate of mortar. When the photocatalyst dosage exceeds 5%, the NOx degradation performance of mortar begins to decrease due to agglomeration. In addition, due to the nucleation effect of nanomaterials, the incorporation of an appropriate amount of S-g-C3N4/MgAl-CLDH significantly improves the early (1 d) hydration degree of cement. However, due to its water absorption and agglomeration phenomenon, excess S-g-C3N4/MgAl-CLDH reduces the later hydration degree of cement. When the photocatalyst dosage is 7%, the 28 d strength of cement mortar significantly decreases compared with the control mortar. In addition, an appropriate amount of S-g-C3N4/MgAl-CLDH (3%) can improve 28 d strength of mortar due to its micro-filling effect.

Key words: photocatalytic mortar, g-C3N4, MgAl-CLDH, nitrogen oxide degradation, compressive strength, cement hydration

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