金属丝网对甲烷/空气预混火焰管道内传播的影响

为研究管道内金属丝网对甲烷/空气预混火焰传播的影响,通过实验和三维数值模拟研究安装金属丝网的管道内火焰传播特性以及流场、温度场的变化。结果表明:40目4层的金属丝网可以使火焰淬熄,30目4层的金属丝网无法淬熄,但可以使火焰停滞3 ms;大涡模型可以很好地对管道内火焰淬熄现象进行模拟;当火焰穿过30目4层金属丝网时,速度增大,在Kelvin Helmholtz不稳定和Rayleigh Taylor不稳定的耦合作用下形成湍流;金属丝网的目数会影响热量在丝网层中的扩散,当金属丝网为30目4层时,火焰热量扩散快,而当金属丝网为40目4层时,火焰热量扩散慢且温度大幅度衰减,衰减率达到83%。     

走向工作面贯通上山与支架快速回撤技术

针对走向工作面停采线与上山之间的护巷煤柱造成煤炭损失,支架回撤工艺复杂、巷道掘进量大等问题,提出走向工作面贯通上山与支架快速回撤技术。工作面贯通采区上山,利用上山回撤支架。在贯通前,利用压力拱模型分析剩余煤柱应力变化规律,并结合极限平衡区公式,确定让压煤柱为8 m;对贯通前基本顶合理断裂位置、让压调节机制、末采阶段采高进行了分析确定,并采取上山巷内补强支护及挂绳铺网措施。贯通上山后,首先利用支架对上山留巷,完成留巷后,利用上山回撤支架,先将上部端头3架逆时针旋转90°作为掩护架,在对剩余支架逐架回撤时,3个掩护架呈现台阶型。提出的技术取消了护巷煤柱及回撤通道,提高了煤炭采出率,减少了巷道掘进量,简化了回撤工艺。     

电驱动功率模块微纳米尺度加工新技术及应用

电驱动功率模块能够采用的一种微纳米尺度加工新技术是聚焦离子束,该技术对半导体器件能够进行微区溅射与增强刻蚀,能够在分辨率优于0.1 nm条件下对样品特定微区进行无需掩模的精确刻蚀;能够对样品表面进行薄膜沉积,便于裸芯片截面加工、导电性差或不导电样品的SEM形貌观察;能够进行裸芯片截面加工及观察,有效结合裸芯片截面研磨工艺实现三代半导体材料工艺器件截面加工技术的全覆盖;能够进行半导体材料改性及器件研制,具有无需掩模版和感光胶层并简化工艺流程等优点。     

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.     

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。     

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。