Zhang Dandan, Fang Shiping, Zhang Hongzhe, Liu Zhengwei, Zhang Zhiyuan, Zhang Shucai
State Key Laboratory of Safety and Control for Chemicals, SINOPEC Research Institute of Safety Engineering, Qingdao, China.
National Registration Center for Chemicals of the State Administration of Work Safety, Qingdao, China.
Front Chem. 2021 Apr 26;9:674271. doi: 10.3389/fchem.2021.674271. eCollection 2021.
This study focuses on the recycling of a spent fluid catalytic cracking (FCC) catalyst to produce catalyst-based non-sintered bricks (CN-bricks) for the recovery of its aluminosilicate components and the solidification of heavy metals. The effects of the content of cement (10-20%), the proportion of FCC (10-40%), and the type of an activator (NaOH/NaSiO/NaSO) on the performance of a CN-brick were investigated in terms of the mechanical strength and leaching behavior. The results show that an optimal binder system of 20% cement + NaSO could promote the compressive strength up to 42.3 MPa; the proportion of an optimal spent FCC catalyst of 20% could achieve the lowest porosity and water absorption. The microscopic mechanism of a cementitious process was analyzed by x-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), and scanning electron microscopy (SEM), proving that C-S-H and ettringite (AFt) are the two main hydration products of a CN-brick. NaSO is superior to NaOH or NaSiO as an activator since NaSO takes advantage of the aluminum-rich property of a spent FCC catalyst and specifically promote the formation of a needle-like AFt. Quantitative environmental risk assessment for the utilization of a CN-brick on roads was carried out based on the leaching test of a toxicity characteristic leaching procedure (TCLP), NEN 7371 maximum availability test, and the hazard Index (HI) identification, and a final HI 0.0045 (<1.0) indicates an acceptable risk for environment and nearby residents as CN-bricks are utilized on roads for 30 years.
本研究聚焦于废流化催化裂化(FCC)催化剂的回收利用,以生产基于催化剂的非烧结砖(CN砖),用于回收其铝硅酸盐成分并固化重金属。从机械强度和浸出行为方面研究了水泥含量(10%-20%)、FCC比例(10%-40%)和活化剂类型(NaOH/NaSiO/NaSO)对CN砖性能的影响。结果表明,20%水泥+NaSO的最佳粘结剂体系可将抗压强度提高至42.3MPa;20%的最佳废FCC催化剂比例可实现最低孔隙率和吸水率。通过X射线衍射(XRD)、傅里叶变换红外光谱(FTIR)和扫描电子显微镜(SEM)分析了胶凝过程的微观机制,证明C-S-H和钙矾石(AFt)是CN砖的两种主要水化产物。NaSO作为活化剂优于NaOH或NaSiO,因为NaSO利用了废FCC催化剂富含铝的特性,特别促进了针状AFt的形成。基于毒性特性浸出程序(TCLP)的浸出试验、NEN 7371最大可利用性试验和危害指数(HI)识别,对道路上使用CN砖进行了定量环境风险评估,最终HI为0.0045(<1.0)表明,当CN砖在道路上使用30年时,对环境和附近居民的风险是可接受的。