无机盐工业
主管:中海油天津化工研究设计院有限公司
主办:中海油天津化工研究设计院有限公司
   中海油炼油化工科学研究院(北京)有限公司
   中国化工学会无机酸碱盐专业委员会
ISSN 1006-4990 CN 12-1069/TQ

无机盐工业 ›› 2025, Vol. 57 ›› Issue (7): 134-142.doi: 10.19964/j.issn.1006-4990.2024-0447

• 催化材料 • 上一篇    

氧缺陷C3N5复合混凝土涂层的制备及光催化性能研究

韩庆1(), 韩晓勇2   

  1. 1.商丘职业技术学院,河南 商丘 476100
    2.河南大学濮阳工学院,河南 濮阳 457000
  • 收稿日期:2024-08-13 出版日期:2025-07-10 发布日期:2024-10-15
  • 作者简介:韩庆(1982— ),男,硕士,副教授,主要从事功能混凝土的开发和土木建筑结构的研究;E-mail:hanqing198202@163.com
  • 基金资助:
    商丘市社科规划课题(SKG2014092)

Study on preparation and photocatalytic properties of oxygen deficient C3N5 composite concrete coating

HAN Qing1(), HAN Xiaoyong2   

  1. 1. Shangqiu polytechnic,Shangqiu 476100,China
    2. Puyang Institute of Technology,Henan University,Puyang 457000,China
  • Received:2024-08-13 Published:2025-07-10 Online:2024-10-15

摘要:

通过简单的高温热聚合法制备了氧缺陷富氮氮化碳(C3N5-O)光催化剂,采用X射线衍射(XRD)、X射线光电子能谱(XPS)、电子顺磁共振波谱(EPR)、紫外可见漫反射光谱(UV-vis DRS)、光致发光光谱(PL)、瞬态光电流谱(TPC)和电化学交流阻抗谱(EIS)等技术手段对光催化剂的物相组成、元素组成、未成对电子、光谱吸收、光电子-空穴重组和电化学性质等进行了表征。C3N5-O光催化剂表现出优异的光催化活性和稳定性,可见光照射60 min,C3N5-O光催化剂对罗丹明B(RhB)的降解率达到97.49%,是纯C3N5的1.49倍,循环10次仍表现出优异的光催化活性,降解率仍高于96%。硅酸盐水泥、水和C3N5-O光催化剂混合均匀通过涂刷法均匀涂抹到混凝土基体表面,制备得到C3N5-O复合混凝土涂层,C3N5-O的最佳掺杂量为1.5%(质量分数),涂层具有良好的光催化性能和稳定性,可见光照射60 min时RhB的降解率达到97.31%,循环使用10次后RhB的降解率为96.94%。通过XRD、热重分析(TGA)和孔径分布(BJH)分析了涂层的水化产物、热失重和孔隙,研究了C3N5-O掺入后对水泥水化的影响。C3N5-O掺入后通过晶核效应和填充效应促进了水泥的水化进程,加快了水化产物的生成,提高了基体抗压强度,养护28 d混凝土的抗压强度提高了8.51%。

关键词: 富氮氮化碳, 氧缺陷, 光催化, 混凝土涂层, 罗丹明B

Abstract:

The oxygen-deficient nitrogen-rich carbon nitride(C3N5-O) photocatalyst was prepared by a simple high-temperature thermal polymerization method.The phase composition,elemental composition,unpaired electrons,spectral absorption,photoelectron-hole recombination and electrochemical properties of the photocatalyst were characterized by X-ray diffraction(XRD),X-ray photoelectron spectroscopy(XPS),electron paramagnetic resonance spectroscopy(EPR),UV-vis diffuse reflectance spectroscopy(UV-vis DRS),photoluminescence spectroscopy(PL),transient photocurrent spectroscopy(TPC) and electrochemical impedance spectroscopy(EIS).The C3N5-O photocatalyst showed excellent photocatalytic activity and stability.The degradation rate of rhodamine B(RhB) by C3N5-O photocatalyst reached 97.49% after visible light irradiation for 60 min,which was 1.49 times that of pure C3N5.After 10 cycles,it still showed excellent photocatalytic activity,and the degradation rate was still higher than 96%.Portland cement,water and C3N5-O photocatalyst were uniformly mixed and uniformly applied to the surface of concrete matrix by brushing method to prepare C3N5-O composite concrete coating.The optimum doping amount of C3N5-O was 1.5%(mass fraction).The coating had good photocatalytic performance and stability.The degradation rate of RhB reached 97.31% within 60 min under visible light irradiation,and the degradation rate of RhB was 96.94% after 10 cycles.The hydration products,thermal weight loss and pores of the coatings were analyzed by XRD,thermogravimetric analysis(TGA) and pore size distribution(BJH).The effect of C3N5-O incorporation on cement hydration was studied.The incorporation of C3N5-O promoted the hydration process of cement through the nucleation effect and filling effect,promoted the formation of hydration products,and improved the compressive strength of the matrix,the compressive strength of concrete cured for 28 d was increased by 8.51%.

Key words: nitrogen rich carbon nitride, oxygen defects, photocatalysis, concrete coating, rodamine B

中图分类号: