高C3S含量硅酸盐水泥熟料极限石灰率值选择及控制方法的探讨

分析了不同C3S含量硅酸盐水泥熟料的矿物形成过程、易烧性及矿相结构差异,对高C3S含量硅酸盐水泥熟料适宜的极限石灰率值选择及控制方法进行了探讨。分析表明,高C3S含量硅酸盐水泥熟料的配料,宜采用李和派克石灰饱和系数LSF控制极限石灰数量,无论硅酸率及铝氧率如何变化,LSF值必须<1。对于低硅酸率高C3S含量熟料,LSF应偏低控制,对于高铁配方熟料,LSF宜偏低控制;视硅酸率不同,熟料LSF低限值可至0.96附近。     

水泥窑协同处置二氧化硫排放超标原因及管控

利用水泥窑协同处置固废技术正在国内逐步推广，然而协同处置固废后，部分气态污染物排放指标会发生变化。部分水泥窑在协同处置固废后，窑尾烟囱二氧化硫出现偏高的工况。本文对硫的来源、硫的各种化合物的理化性质、硫在水泥窑系统内释放和转化方式、生产管控方法等做了分析和阐述，归纳了二氧化硫排放超标的原因及管控方法，为解决二氧化硫排放超标问题提供了基础。     

Tele‐Cocooning: Mobile Texting and Social Scope

The present study examines the tele‐cocooning hypothesis in the context of general trust using a nationally representative survey of Japanese youth. We find that although frequency of texting is positively correlated with general trust, this correlation is spuriously caused by how heavy mobile texters interpret the words “most people” in the general trust measurement. Heavy users assume that “most people” only refers to friends, family, and others going to the same school. When the effect of the “most people” assumption is controlled, the positive association between texting and general trust disappears. Further exploration of the data shows that heavy texting nevertheless has negative implications for social tolerance and social caution, both of which are theoretically proximate to general trust.     

非木本木质素磺酸镁对水泥净浆和砂浆性能的影响

用红外光谱法等测定了非木本木质素磺酸镁的结构特征参数,研究了其对水泥净浆和砂浆性能的影响,并与木本木质素磺酸钙进行了对比。非木本木质素磺酸镁结构中的甲基、酚羟基、芳香环比木质素磺酸钙少;特性黏度为 0. 61mL/g,仅是木质素磺酸钙的 61%;磺化度为 0 78mmol/g,比木质素磺酸钙低约 40%。木质素磺酸镁溶液的最低表面张力为 49 82mN/m,起泡性能与木质素磺酸钙相近。非木本木质素磺酸镁对水泥净浆和砂浆减水分散作用为木本木质素磺酸钙的 86 6% ~91 1%。但掺质量分数 0 5%的木质素磺酸镁的砂浆, 28d的抗压强度比掺木质素磺酸钙的高 70 5%。     

A porosimetric study of calcium sulfoaluminate cement pastes cured at early ages

Calcium sulfoaluminate and Portland cement pastes, both prepared with a water/solid mass ratio equal to 0.5 and cured for time periods comprised between 2 h and 28 days, show completely different pore size distributions by mercury intrusion. Portland cement pastes aged at 12 h and 1 day exhibit a unimodal distribution of pore sizes related to a continuous network of capillary pores with a threshold pore radius decreasing from nearly 650 to 350 nm. After 7 and 28 days of curing, this parameter shifts to about 150 nm and a region having smaller pores appears (with a second threshold pore radius roughly comprised between 10 and 30 nm), made discontinuous by blockages of hydration products which occlude the interconnected pore system and isolate the interior space. For calcium sulfoaluminate cement pastes, a bimodal distribution is rapidly established, in which the regions with a lower porosity (threshold pore radii up to about 25 nm) are dominant, while the decrease of total porosity almost ceases at later ages. The porosimetric behaviour of calcium sulfoaluminate-based cement is related to its very fast hydration rate and to the lack of water needed to continue the hydration reactions.     

对于水泥物理性能检测问题的研究

具体分析了水泥的细度、凝结时间、胶砂强度等物理性能的检测过程,以供参考。     

多羧酸系高效减水剂与水泥的相容性

研究了不同高效减水剂(多羧酸系、萘系)对普通硅酸盐水泥、中热硅酸盐水泥、矿渣硅酸盐水泥及快硬硅酸盐水泥浆体的流动度及流动度经时损失情况。结果表明,多羧酸系高效减水剂比萘系高效减水剂与水泥具有更好的相容性;多羧酸系和萘系高效减水剂与不同水泥之间的相容性规律基本相同,即与矿渣水泥相容性较好,而与普通硅酸盐水泥相容性较差;多羧酸系高效减水剂适宜的使用温度为10～30℃。     

混炼硅橡胶的配合技术(四)

介绍了几种胶辊用混炼硅橡胶的配制,包括低硬度胶辊用混炼硅橡胶、低环硅氧烷含量的胶辊用混炼硅橡胶、送纸胶辊用混炼硅橡胶及工业胶辊用混炼硅橡胶的配制。     

Activation of Pozzolanic Reaction of Hydrated Portland Cement Fly Ash Pastes in Sulfate Solution

The activation of the pozzolanic reaction of fly ash in portland cement paste immersed in sulfate solution has been studied. Mixtures of two Spanish fly ashes (ASTM class F) with 0%, 15%, and 35% replacement of portland cement by fly ash were immersed in Na₂SO₄ solution, of 2880 ppm SO₄²⁻ concentration, for a period of 90 days. The resistance of the different mixtures to the sulfate attack was evaluated using the Koch-Steinegger test. The results showed that all of the mixtures were sulfate resistant, despite the high Al₂O₃ content of the fly ash. The diffusion of SO₄²⁻ and Na⁺ ions through the pore solution activated the pozzolanic reactivity of the fly ashes, causing microstructural changes, which were characterized by X-ray diffraction (XRD), mercury intrusion porosimetry (MIP), and scanning electron microscopy (SEM). As a result, the flexural strength of the mixtures increased, principally for the fly ash of a lower particle size and 35% of addition.     

利用工业废石膏作水泥缓凝剂的技术研究

介绍了利用生产混凝土外加剂时排放的工业废石膏作为水泥缓凝剂的研究。研究结果表明,废石膏作为水泥缓凝剂单独使用时虽然可能会影响水泥的凝结时间和强度,但如果与天然石膏搭配使用,并控制适当的SO3掺量,就可以在原有生产工艺参数基本不变的条件下,生产出合格的水泥,而且可以配制出符合建筑工程要求的高性能混凝土。