浅谈道路水泥稳定碎石基层施工中的质量控制

通过对苏州绕城高速水泥稳定碎石基层施工的总结,对水泥稳定碎石基层施工中的材料、施工过程、养护等进行事先控制,从而提高工程施工控制的效果,进而提高工程质量.     

清华大学超低能耗示范楼绿化屋面的温度分布特征

屋顶绿化是改善城市环境的有效途径之一,绿化后的屋顶,由于植物本身对太阳辐射的反射和遮挡作用,造成绿化屋面与水泥屋面的差异,这种热力或动力差异,首先通过垂直方向的湍流交换和辐射传递过程,把下垫面的特征量输送到上方气层,从而改变近地层的温、湿特征和风速分布,通过背景风场和热力环流的平流输送及其他间接作用,改变该地区的气候要素场,进而改善城市气候(骆高远,2001).     

水泥砼路面改造前的病害处理

本文介绍的是在破损的水泥混凝土路面上进行沥青混凝土路面铺筑时,旧路面的处理方法和施工工艺。     

劣质水泥沙浆对生猪养殖的危害及应对措施

分析了生猪养殖过程中出现的因劣质水泥砂浆而造成的危害、损失,提出了相应的预防应对措施。     

Principle and Key Technology of Full Automatic Vicat Apparatus

In this paper the working principle and performance character of both the manual and automatic Vicat apparatuses in existence are compared and analyzed,and their existing weakness and the urgent problem to be solved are pointed out.On this basis,adopting the technology of mechatronics and modern sensors,a new sort of full automatic Vicat apparatus that can fully satisfy the national standard in testing the setting time of the cement has been developed.This apparatus can be operated expediently with high precision,the test results are to be analyzed and computed automatically.This paper presents the working principle,performance character,key technology and prospect of application for the full automatic Vicat apparatus.     

THE X-RAY DIFRACTION ANALYSIS FOR COLOURED CEMENT AND ITS HYDRATE MINERAL

This paper studies the nineral composition,mineral phase transformation mech-anism and properties of hydration and hardening of the coloured cement by using x-ray diffractionanalysis and the x-ray diffraction analysis reliability is checked by using scanning electron mi-croscopy and infrared spectral analysis and other physical and chemical analysis methods.     

水泥对工业大麻秆纤维板性能的影响

利用工业大麻秆制备纤维板,分析不同水泥添加量和工业大麻秆不同部位对其制备纤维板性能的影响。结果表明：随着水泥添加量的增加,工业大麻秆纤维板的内结合强度（IB ）、静曲强度（MOR）、弹性模量（MOE ）均降低,而吸水厚度膨胀率（TS ）得到较大改善;大麻秆芯制备的纤维板力学性能优于大麻秆皮部。     

3种不同规模化培养模式对湛江等鞭金藻生产力及色素含量的影响

为进一步提高湛江等鞭金藻室外规模化培养效率,对管道式光生物反应器、聚乙烯桶和水泥池3种微藻室外规模化培养模式下湛江等鞭金藻的藻密度进行了评估比较.试验将接种藻密度控制为10.0×104 cells/mL,培养周期为16 d.结果显示:管道式光生物反应器培养模式下,生产力相对最高为0.0543 g/L/d、比生长速率为0...     

Hydration behavior and compressive strength of cement mixed with exploded wood fiber strand obtained by the water-vapor explosion process

Poor compatibility was found between exploded wood fiber strand (WFS) and cement due to the excessive presence of water-soluble degraded polysaccharides in extractives of exploded WFS obtained from weathered wood waste treated by the water-vapor explosion process (WVEP). This study presents some comparative results from a continuing investigation on the compressive strengths of exploded WFS–cement mixtures. Based on results previously obtained with the hydration test, the relation between hydration behavior and compressive strength of the mixture was explored. In addition, the effect of the curing age on compressive strength development of the mixture with selected additive chemicals was examined. The results supported the results of early studies with hydration tests indicating that adding MgCl₂ to the mixtures of exploded WFS mixed with quick-curing cement or ordinary Portland cement and a composite of MgCl₂ + CaO added to the mixture of exploded WFS and furnace-slag cement effectively improved the hydration behaviors; it greatly enhanced the compressive strengths of mixtures as well. Compressive strengths were strongly correlated to maximum hydration temperatures (T_max) of wood–cement mixtures influenced by the cement type, wood wastes (treated or not with WVEP), additive chemicals, and their content levels. The results also indicated that adding selected chemicals had no significant effect on compressive strength among the mixtures of exploded WFS mixed, respectively, with three types of cement at a curing age of 180 days. X-ray diffraction, scanning electron microscopy, and energy dispersive X-ray spectroscopy were used to identify the hydration products and to probe the element distribution of the mixture in the wood–cement interface zone from a fractured surface.Part of this report was presented at the 52nd Annual Meeting of the Japan Wood Research Society, Gifu, April 2002     

冻融循环下红色砒砂岩水泥土力学性能试验研究

为实现砒砂岩作为一种自然资源的潜在利用价值,提高砒砂岩有效利用,将鄂尔多斯市准格尔旗的红色砒砂岩加入不同掺量水泥制成砒砂岩水泥土,进行不同围压、不同冻融循环次数条件下的不固结不排水三轴试验,得到了砒砂岩水泥土的各力学参数的变化规律,并通过超景深三维显微镜对砒砂岩水泥土的细观结构进行观测.结果表明:砒砂岩水泥土的应力-应...