ZnSnO_(3) microspheres was compounded by hydrothermal method with sodium alginate(SA)as a crystal growth modifier,and the Au nanoparticles were decorated on the surface of ZnSnO_(3) microspheres by simple solution met...ZnSnO_(3) microspheres was compounded by hydrothermal method with sodium alginate(SA)as a crystal growth modifier,and the Au nanoparticles were decorated on the surface of ZnSnO_(3) microspheres by simple solution method and heat treatment process.The structure and morphology of the prepared samples were characterized by X-ray diffraction(XRD)and scanning electron microscopy(SEM).Under ultraviolet(UV)irradiation,the 0.2wt%Au/ZnSnO_(3)@4g/L SA sensor could detect HCHO and reached a good response of 18.8 at 20 ppm,which was three times higher than the ZnSnO_(3) in the absence of Au.This sensor also performed an outstanding linearity within 5-20 ppm HCHO and satisfied repeatability.Moreover,the possible mechanism of the influence of Au on gas sensitivity is also proposed.展开更多
基金by the Key Research and Development Program of Zhejiang Province(No.2019C04003)。
文摘ZnSnO_(3) microspheres was compounded by hydrothermal method with sodium alginate(SA)as a crystal growth modifier,and the Au nanoparticles were decorated on the surface of ZnSnO_(3) microspheres by simple solution method and heat treatment process.The structure and morphology of the prepared samples were characterized by X-ray diffraction(XRD)and scanning electron microscopy(SEM).Under ultraviolet(UV)irradiation,the 0.2wt%Au/ZnSnO_(3)@4g/L SA sensor could detect HCHO and reached a good response of 18.8 at 20 ppm,which was three times higher than the ZnSnO_(3) in the absence of Au.This sensor also performed an outstanding linearity within 5-20 ppm HCHO and satisfied repeatability.Moreover,the possible mechanism of the influence of Au on gas sensitivity is also proposed.
文摘悬挂式单轨应用于集装箱货运在国内外尚处于初步研究探索阶段,缺少相关的设计规范标准作为设计依据.以某货运悬挂式单轨试验线为工程背景,利用MIDAS软件建立轨道梁和桥墩模型,通过有限元分析,对比了不同轨道梁与桥墩的结构尺寸对轨道和桥墩的位移、应力及疲劳性能的影响,最后确定了所需的截面几何尺寸及各板件厚度.研究结果表明:因转向架尺寸较大,轨道梁截面轮廓也较大,整体刚度大;轨道梁各板件合理结构参数建议采用底板32 mm、腹板20 mm、顶板24 mm;对于单线工程,桥墩宜采用倒L型桥墩,截面采用矩形截面,板厚采用24 mm.
