高速铁路混凝土结构硅烷浸渍防腐蚀措施技术要求的研究

总结分析了国内外关于混凝土结构硅烷浸渍防腐蚀措施技术要求的差异,指出了我国硅烷浸渍防腐蚀措施技术要求所存在的问题.根据我国高速铁路作用环境的特征,提出了硅烷浸渍防腐蚀措施的功能定位,在系统研究硅烷浸渍材料、硅烷浸渍混凝土以及硅烷浸渍实体结构防护效果的基础上,提出了适用于我国高速铁路的混凝土结构硅烷浸渍防腐蚀措施技术要求...     

纳米科技在内外墙涂料中的应用

介绍了纳米科技在内外墙涂料中的应用。阐述了纳米材料的主要特性以及这些特性赋予内外墙涂料的某些特殊性能，同时分析了纳为材料给涂料带来的负面影响。提出了纳米材料在内外墙涂料中应用的主要技术关键。     

Effect of silicate solutions on metakaolinite based cementitious materia

High performance metakaolinite based cementitious materials were prepared with metakaolinite as main component, and the different modules of Na and Na-K silicate solutions as diagenetic agent. The results show that the mechanical properties are affected by different silicate solutions, compressive strengths of pastes hydrated for 3 d and 28 d with Na-K silicate solution （The modulus is 1） are about 43.68 and 78.52 MPa respectively. By analyzing the mechanical properties of Metakaolinite based cementitious materials, the diagenetic effect of lower module is better than higher module, and Na-K silicate solution is better than Na silicate solution. The structure of the Na and Na-K silicate solutions is studied with IR and 29Si NMR, the reason of the lower module and Na-K silicate solution improving the mechanical properties is that the low module silicate solution has lower polymeric degree of silicon dioxide, and the higher polymeric degree of silicon oxide tetrahedron（Q^4） in Na-K silicate solution is less than Na silicate solution.     

高能球磨制备超细活性SiO2微粉工艺研究

通过研究硅藻土的结构，在传统工艺基础上提出了以硅藻土为原料，高能球磨法制备超细活性SiO2微粉的新工艺。     

凝石材料:原理与意义

在资源匮乏．能源短缺、环境问题日益严重的现代社会．人类对于可持续发展的需求日趋迫切，也对传统工业生产提出了更高的要求。传统基础产业(水泥、钢铁、电力等)在为人类文明做出巨大贡献的同时．也引起了资源、能源以及环境等一系列问题，严重制约21世纪我国经济可持续发展(见表)。而以架状结构铝硅酸盐矿物为主体(体积的70％以上)的地     

自密实混凝土力学性能研究

以CRTSⅢ型板式无砟轨道常用粉体-粘度改性剂复合型自密实混凝土为研究对象,系统研究了含气量、胶凝材料、养护温度等对自密实混凝土抗压强度、抗折强度和弹性模量的影响,比较了自密实混凝土与正常振捣混凝土力学性能指标,探讨了自密实混凝土抗折强度和弹性模量与抗压强度之间的关系.结果表明,自密实混凝土抗压强度随含气量的变化规律大致可分为三个区域,当含气量小于3.5％,抗压强度随含气量增加而降低;当含气量在3.5％ ～6.1％之间,抗压强度变化不大;当含气量大于6.1％时,抗压强度随含气量增加而显著降低;自密实混凝土抗折强度高于正常振捣混凝土,折压比约为0.14;等强度自密实混凝土弹性模量比正常振捣混凝土低,且随着抗压强度增加,两者之间的差距逐渐减小;在养护温度5～ 30℃范围内,自密实混凝土抗压强度、抗折强度和弹性模量均随养护温度的升高而增大.     

高速铁路CRTS Ⅰ型轨道板快速封锚技术研究

针对高速铁路CRTS I型轨道板传统封锚工艺效率低、工序繁琐、质量差、易脱落等问题,提出了一种全新的快速封锚施工技术.该工艺具有封锚材料生产工厂化和封锚施工操作标准化的特点,采用半机械化施工,可将轨道板封锚施工时间缩短为传统工艺的1/6,且能确保封锚质量,满足轨道板快速生产工艺要求.工程应用情况表明,该技术能大幅提高轨道板封锚施工效率,缩短轨道板生产周期,保证轨道板封锚施工的标准化.     

热处理煤矸石活性评价方法的研究

用X射线光电子能谱（XPS对热处理煤矸石中Si 2p,Al 2p和O 1s的结合能进行试验研究,发现煤矸石质硅铝基胶凝材料的强度和煤矸石中硅、铝的结合能具有线性关系,煤矸石的硅、铝结合能可以用来表征煤矸石的胶凝特性和活性.热活化煤矸石Si 2p,Al 2p和O 1s的结合能之间具有很好的相关性.基于此提出硅铝质物料活性评价的新方法--用Si,Al表面结合能评价硅铝质物料活性.     

Effects of Ultraviolet Radiation,High Temperature and Alkaline Chemicals on Ageing of Silicone Sealants Used in Ballastless Track Expansion Joints

Expansion joints silicone sealants used in high speed railway construction suffer from ultraviolet radiation (UV), high temperature combined with the alkaline environment. To evaluate the durability and analyse the ageing mechanism, six one-component silicone sealants from different companies were selected and subjected to accelerated ageing tests including UV, thermal and alkali ageing treatments. The ageing effects on the performance of the sealants were evaluated via the appearance and the mechanical property changes. The changes in molecular structure were studied by means of Fourier transform infrared spectroscopy (FTIR), differential scanning calorimetry (DSC) and thermogravimetry (TG). This study revealed that different materials displayed different sensibilities to the ageing methods, in which 15 % – 20 % decreases of mechanical properties could be observed under UV radiation test, owning the most significant effects. Structure analysis showed that the physical changes of aggregative states were the principal factors to the performance, along with the chemical slight changes. The glossiness dropped significantly in ageing test, which could be used as one of the effective evaluation parameters for ageing conditions in the field.     

自密实混凝土稳定性机理及其影响因素研究新进展

自密实混凝土浇筑成型后发生离析会对力学性能和耐久性能产生不同程度的危害,这一问题决定了自密实混凝土在满足施工性能的同时必须具有足够的稳定性。而自密实混凝土高流动性、高填充性及高间隙通过性等优异的工作性能特征,又决定了其拌合物的稳定性高度敏感。从静态稳定性和动态稳定性两方面分别阐述了自密实混凝土的稳定性机理,探讨了自密实混凝土静态稳定性和动态稳定性的表征方法,从配合比参数、拌合物流变性能、施工工艺等方面讨论了影响自密实混凝土稳定性的因素,提出了自密实混凝土稳定性的研究前景。