The fate of injectant coal in blast furnaces: The origin of extractable materials of high molecular mass in blast furnace carryover dusts

The aim of the work was to investigate the fate of injectant coal in blast furnaces and the origin of extractable materials in blast furnace carryover dusts. Two sets of samples including injectant coal and the corresponding carryover dusts from a full sized blast furnace and a pilot scale rig have been examined. The samples were extracted using 1-methyl-2-pyrrolidinone (NMP) solvent and the extracts studied by size exclusion chromatography (SEC). The blast furnace carryover dust extracts contained high molecular weight carbonaceous material, of apparent mass corresponding to 10⁷?10⁸ u, by polystyrene calibration. In contrast, the feed coke and char prepared in a wire mesh reactor under high temperature conditions did not give any extractable material. Meanwhile, controlled combustion experiments in a high-pressure wire mesh reactor suggest that the extent of combustion of injectant coal in the blast furnace tuyeres and raceways is limited by time of exposure and very low oxygen concentration. It is thus likely that the extractable, soot-like material in the blast furnace dust originated in tars is released by the injectant coal. Our results suggest that the unburned tars were thermally altered during the upward path within the furnace, giving rise to the formation of heavy molecular weight (soot-like) materials.     

旧沥青路面再生研究的现状与工艺

旧沥青路面再生利用是一项新的沥青路面修筑技术 ,它具有节约材料、降低沥青路面造价及保护资源 ,可以减少废旧沥青路面对环境的污染与破坏作用 .目前世界各国都非常重视 ,我国也是如此 ,随着我国首条高速公路 (沈大高速公路 ,1 988年建成 )即将进入维修时期 ,废旧沥青路面再生利用日益迫切 .文章分析了国内外旧沥青路面再生研究的现状与工艺 ,分析了旧沥青路面再生混合料的设计及施工工艺 ,提出我国实行旧沥青路面再生工作的迫切性和意义     

平面锥形光波导模斑转换器的研究

基于三维有限差分束传输法（FD－BPM）对平面光波导器件中的关键元件之一－平面锥形模斑转换器作了深入的研究，对线性和数种非线性侧面边界的模斑转换器进行了数值仿真和对比，分析了平面锥形模斑转换器侧面边界函数对耦合损耗的影响，以及模斑转换器中模场分布随传输距离的变化，确定了不同长度的平面锥形模斑转换器的最佳侧面边界，指出长度在200－1000μm范围内具有余弦边界的平面锥形模斑转换器性能最佳，并且发现，光纤中的出射光进入模斑转换器以后，光波模式会逐渐发生变化，并最终转化为单模。     

Contributions of different land cover types in Otindag Sandy Land and Bashang area of Hebei Province to the material source of sand stormy weather in Beijing

Different land cover types in Otindag Sandy Land and Bashang area of Hebei Province are linked to a material source of sand stormy weather in Beijing based on results of field vegetation and soil survey and laboratory works. Results of grain size analysis show that dust release potential in per unit area of moving sandy land is small,while lowland meadow and meadow steppe in stony hills have high potential of releasing dusts in per unit area during sand stormy weather occurrence. Further considering the effects of vegetation, it is inferred that the moving sandy land served as a material source of past dust storm and the possibility of dust release in per unit area is low in current time.Typical steppe in stony hills is undergoing desertification and its dust release possibility in per unit area is high. Farmland has strong potential of release dusts when they are ploughed in spring, but a large amount of therophytes grow and thus prevent dusts from release when cultivation was terminated.Potentials of dust release in per unit area in fixed sand dunes,stony mountain meadow steppe and low land meadow are lowdue to high cover of perennials. Sand dune reactivation and desiccation of lakes and lowlands under estimated future climatic change will make them serve as a future material source of sand stormy weather.     

中老年女子服装成衣规格设计--提高服装体型覆盖面的研究

为使尽可能多的中老年女子能根据自己的体型选购到合体的服装，统计分析了中老年女子的人体体型数据，以身胸比来进行体型分类，并在此基础上运用二维区间概率分析方法，制订出对生产具有实用价值的中老年女子合体服装规格参考表，为中老年女子服装的生产提供参考依据。     

碳纤维加固低配箍混凝土梁板柱节点的抗震试验

简要介绍了五个用碳纤维加固的混凝土低配箍梁板柱节点低周反复试验的情况 ,对试验结果进行了分析 ,发现加固后的节点极限承载力和抗震性能都有大幅度的提高 ,各项性能指标都达到并超过了我国现行抗震规范的要求 ,因此碳纤维加固混凝土节点技术是一个值得进一步深入研究的课题 .     

沥青路面罩面的设计方法

针对国内外罩面或改建设计方法的不足 ,借助于同济大学对新建和罩面改建后的沥青路面使用性能的研究成果 ,将寿命周期费用分析引入罩面设计 ,提出了沥青路面罩面设计方法———基于使用性能和技术经济分析的最佳罩面时机和最佳罩面厚度选择方法 ,并通过实例说明了该方法的应用     

基于性能的沥青路面全寿命设计方法--重交通沥青路设计方法之二

鉴于传统的路面结构设计不能很好地控制路面损坏状况 ,故对先前建立的路面结构行为方程进行了验证 ,分析了不同沥青材料对路面长期使用性能的影响 ,建立了旧路面的结构状况对罩面路面结构的影响关系 ,在此基础上对路面结构的全寿命使用性能进行了分析 .根据所建立的全寿命路面结构行为方程 ,提出了一套基于路面使用性能的新的路面设计方法 ,并试图根据路面在整个分析期内的使用性能来设计路面的结构组合 ,给出最优的、唯一的路面结构厚度组合 .为了保证按上述方法设计的路面结构具有期望的寿命 ,最后给出了路面材料选择的原则性建议     

胶砂质量比对钢纤维砂浆力学性能的影响

对胶砂质量比和纤维直径对钢纤维水泥浆体和砂浆的力学性能的影响进行了研究 .在水泥浆体中 ,微细钢纤维的增强和增韧作用显著高于较大直径的钢纤维 .在砂浆中 ,随着胶砂质量比的降低 ,较大直径的钢纤维的作用越来越强 ,而微细钢纤维的作用逐渐降低 .不同几何尺寸的钢纤维在水泥浆体和砂浆中具有不同的作用效果 ,尺寸效应显著     

水泥-矿粉颗粒级配与流变性能关系的研究

将不同颗粒群分布的矿粉(即矿渣微粉,后同)、水泥按一定比例匹配,测其净浆流变性能指标及净浆标准稠度用水量,应用Origin软件,以宏观性能指标为z轴,水泥与矿粉D50(颗粒体积分数为50％时对应的粒径值)差为x轴,水泥与矿粉混合样的粉体D50为y轴,进行三维区域图分析,并综合流变性及活性,给出了水泥-矿粉最佳匹配的定性范围。