光伏组件可调节式夹具设计及试验研究

机械载荷试验作为考查光伏组件可靠性的重要手段之一,新版IEC标准中对于该项测试的要求也变得更加细致。本文介绍了一种光伏组件机械载荷测试的可调节式安装夹具设计,并根据标准IEC 61215-2:2016中静态机械载荷试验的要求,利用该夹具测试了两块不同版型的光伏组件。本设计夹具表现出良好的普适性与测试可靠性,测试结果表明破损程度直接导致光伏组件发电性能的降低,而其内在原因可能在于内部电阻的变化。     

锂离子电池性能退化的应力模型研究

为评估高温、充电电流与放电电流等应力条件对锂离子电池性能退化的影响,本文通过加速试验获取数据,分析了各应力造成电池性能退化的趋势与机理,研究并构建了导致电池性能退化的单应力模型,验证表明模型具有结构简单、精度高、通用性强等优点。这既为分析应力对性能与寿命的影响提供定量依据,也为未来开展多应力耦合的退化模型研究提供了数据支撑。     

全氟辛烷磺酸盐(PFOS)对半滑舌鳎(Cynoglossus semilaevis)免疫相关基因表达的影响

为了解全氟辛烷磺酸盐(perfluorooctane sulfonate, PFOS)暴露对半滑舌鳎(Cynoglossus semilaevis)免疫功能的影响,在实验室条件下,运用RT-PCR方法分析了PFOS暴露对半滑舌鳎热休克蛋白hsp70、hsp90、C型凝集素(c-type lectin)和细胞色素c氧化酶(cytochrome c oxidase, cox)等4种免疫相关基因表达水平的影响。实验测定了上述4种基因在半滑舌鳎肝、鳃、肠及肌肉4种不同组织中随时间(0、24 h、48 h、96 h和7 d)的表达变化情况。结果表明,在4种组织中,hsp70基因的表达与对照相比为上调,其中,肝组织hsp70基因的表达量显著高于其他各组织,且表达高峰值的出现也早于其他各组织;hsp90基因在肝和鳃组织中表达量随时间不同而波动,在肠组织中表达上调,在肌肉中表达显著下调;c-type lectin基因表达量与对照组相比表达显著下调或无明显差异;cox基因在肝组织和肠组织中表达下调,在鳃和肌肉中表达上调。上述研究结果表明,PFOS能引起免疫相关基因的表达变化,对半滑舌鳎具有潜在的免疫毒性。肝组织中各免疫基因对PFOS胁迫的响应高于其他组织。本研究可为阐明全氟辛烷磺酸盐对半滑舌鳎的免疫毒性提供基础数据。     

Utilization of MSWI fly ash as partial cement or sand substitute with focus on cementing efficiency and health risk assessment

• Washed MSWI fly ash was used as partial cement or sand substitute. • Sand replacing is beneficial for strength, while cement replacement reduces strength. • Cementing efficiency factor and mortar pore structure explain the strength results. • Health risk assessment was conducted for MSWI fly ash blended cement mortar. • CR and HI contributed by different exposures and heavy metals were analyzed. The strength of cement substituted mortar decreases with the increase in fly ash amount, whereas the strength increases when the fly ash is blended as sand substitute. A mortar with highest strength (compressive strength= 30.2 Mpa; flexural strength= 7.0 Mpa) was obtained when the sand replacement ratio was 0.75%. The k value (cementing efficiency) of fly ash varied between 0.36 and 0.15 for the fly ash fraction in binder between 5% and 25%. The k values of fly ash used for sand replacement were all significantly above that used for cement substitution. The macropores assigned to the gaps between particles decreased when the fly ash was used as sand replacement, providing an explanation for the strength enhancement. The waste-extraction procedure (toxicity-sulphuric acid and nitric acid method (HJ/T 299-2007)) was used to evaluate metal leaching, indicating the reuse possibility of fly ash blended mortar. For the mortar with the mass ratio of fly ash to binder of 0.5%, the carcinogenic risks (CR) and non-carcinogenic hazard quotient (HQ) in sensitive scenario for blended mortar utilization were 9.66 × 10^-7 and 0.06, respectively; these results were both lower than the threshold values, showing an acceptable health risk. The CR (9.89 × 10^-5) and HQ (3.89) of the non-sensitive scenario for fly ash treatment exceeded the acceptable threshold values, indicating health risks to onsite workers. The main contributor to the carcinogenic and non-carcinogenic risk is Cr and Cd, respectively. The CR and HQ from inhalation was the main route of heavy metal exposure.     

Catalytic oxidation of CO over Pt/Fe3O4 catalysts: Tuning O2 activation and CO adsorption

• Strong metal-support interaction exists on Pt/Fe₃O₄ catalysts. • Pt metal particles facilitate the formation of oxygen vacancies on Fe₃O₄. • Fe₃O₄ supports enhance the strength of CO adsorption on Pt metal particles. The self-inhibition behavior due to CO poisoning on Pt metal particles strongly impairs the performance of CO oxidation. It is an effective method to use reducible metal oxides for supporting Pt metal particles to avoid self-inhibition and to improve catalytic performance. In this work, we used in situ reductions of chloroplatinic acid on commercial Fe₃O₄ powder to prepare heterogeneous-structured Pt/Fe₃O₄ catalysts in the solution of ethylene glycol. The heterogeneous Pt/Fe₃O₄ catalysts achieved a better catalytic performance of CO oxidation compared with the Fe₃O₄ powder. The temperatures of 50% and 90% CO conversion were achieved above 260°C and 290°C at Pt/Fe₃O₄, respectively. However, they are accomplished on Fe₃O₄ at temperatures higher than 310°C. XRD, XPS, and H₂-TPR results confirmed that the metallic Pt atoms have a strong synergistic interaction with the Fe₃O₄ supports. TGA results and transient DRIFTS results proved that the Pt metal particles facilitate the release of lattice oxygen and the formation of oxygen vacancies on Fe₃O₄. The combined results of O₂-TPD and DRIFTS indicated that the activation step of oxygen molecules at surface oxygen vacancies could potentially be the rate-determining step of the catalytic CO oxidation at Pt/Fe₃O₄ catalysts. The reaction pathway involves a Pt-assisted Mars-van Krevelen (MvK) mechanism.     

基于环境容量的县域农用地土壤重金属风险概率预警研究

《土壤污染防治法》的正式出台,标志着我国土壤污染防治工作由"现状治理"转向"风险预防",为此开展区域土壤重金属风险预警研究具有一定的理论与现实意义。以太湖沿岸某产粮县为研究对象,以2015年为基准年,运用重金属输入-输出通量模型和土壤环境负载容量法对研究区耕地土壤中的As、Hg、Cr、Cd、Pb 5种重金属15年(2030年)与35年(2050年)后的风险概率进行预警研究。研究结果表明:大气干湿沉降成为除As以外其他4种土壤重金属的主要来源,畜禽粪便、化肥投入与灌溉水也会在一定程度上影响土壤重金属输入;此外,研究区耕层土壤中As、Cr、Pb 3种重金属整体情况较为良好,Hg、Cd污染风险概率较高,主要分布在研究区中部的O镇、P镇。通过GIS技术与区域物质流通量模型的结合能够很好地对不同区域以及不同重金属污染类型的区域进行风险预警,这可以为土壤污染差别化管控策略的制定提供重要思路。     

考虑黏结性退化的锈蚀PC梁抗弯承载力计算方法∗

钢绞线锈蚀降低了其与混凝土间的黏结性,导致钢绞线与其周围混凝土间的变形不协调,影响预应力混凝土梁的抗弯性能。采用快速锈蚀试验得到了不同锈蚀程度的16个有箍筋和无箍筋拉拔试件,通过拉拔试验得到了试件开始滑移及破坏时的拉拔力;回归了黏结折减系数与锈蚀率之间的关系式,并将其融入到预应力混凝土梁的抗弯承载力分析模型中,提出了考虑黏结性退化的锈蚀预应力混凝土梁抗弯承载力计算方法。试验结果表明：有箍筋试件的黏结强度大于无箍筋试件;随着钢绞线锈蚀水平的增大,箍筋对黏结强度退化的约束作用逐渐减小;黏结折减系数随锈蚀率的增加呈指数函数规律递减。将理论值与本文及已有文献中锈蚀预应力混凝土梁抗弯性能试验结果进行了比较,计算结果表明本方法预测精度较高,最大误差在6%以内,验证了本抗弯承载力计算方法的适用性,可为服役预应力混凝土桥梁抗弯承载力评估提供参考。     

两种电压模式下GIS内部异物动态特性研究

异物是引发GIS设备内部击穿故障最主要的原因之一,运行电压下GIS设备内部异物受电场力作用发生随机运动,现场检测难以确定内部异物的特征。本文针对GIS设备内部异物开展力学特性分析,建立126 kV GIS等效模型,并仿真比对交流电压及脉冲电压作用下GIS内部异物的动态轨迹。研究结果表明交流电压下GIS设备内部异物颗粒的跳动轨迹呈现无规律特征,施加特定脉冲电压条件作用时,GIS内部异物跳动规律可控,其跳动高度及时间间隔基本一致。     

颗粒流冲击力研究现状及讨论∗

颗粒流包括滑坡、泥石流、碎屑流、雪崩等,通常对桥梁、公路、居民区具有较大危害。分析了颗粒流的运动过程及其侵蚀、堆积和爬高等特性;此外,对颗粒流冲击力计算模型及其野外观测结果进行阐述。结果表明:现有冲击力计算模型认为冲击力在结构全断面呈均匀分布,忽略了颗粒流的运动特性对冲击力的影响;大块石冲击力计算忽略了颗粒破碎和浆体垫层效应对冲击力的影响,造成巨大的计算误差;由于传统传感器的缺陷,现有野外观测结果也存在较大误差。对此本文提出野外观测需要通过引入或开发新式压力传感器以得到更准确的颗粒流冲击力大小及其分布形式,从而更精确的修正理论模型;理论计算模型研究工作需要考虑颗粒流浆体的垫层效应、流体与基底的相互作用及块石冲击破碎等对流体冲击力的影响,从而推导出更准确的冲击力计算模型,指导工程实际。     

电厂屏式过热器弯头开裂原因失效分析

通过外观检查、硬度、金相等检测方法,从金属管壁超温运行、蒸汽侧氧化行为、析出相及冷弯变形对组织性能影响等方面分析了某电厂1 000 MW超超临界机组屏式过热器弯头开裂原因,得出TP347HFG弯头开裂的主要原因是弯头组织富含较多的σ相、NbC等硬脆析出相,同时冷弯加工导致管子内部产生残余应力,加剧了弯头脆性开裂的倾向。