夏热冬冷地区高舒适度低能耗建筑新技术

文章通过对夏热冬冷地区建筑节能应考虑的因素及相关技术指标,及高舒适的低能耗技术构成等方面的论述,从理论和实践中加以分析了目前建筑节能面临的问题和误区,从技术角度分析入手,提出了相应的解决措施和方法,以达到舒适和节能的要求为目的.同时还从另一个方面提醒购房者在购房时要增强节能意识,警惕假节能.     

高速公路水毁成因及防治措施

从高速公路水泥混凝土路面裂缝，挖方地段护面墙开裂、拦水带与路面衔接部位裂缝，急流槽水泥砂浆勾缝脱落等方面分析了高速公路水毁的成因，并提出了切实可行的防治措施，保证了高速公路的正常运营。     

深基坑重力式沙袋堆叠挡土工程的实践

本文介绍了湛江金辉煌综合楼工程的深基坑应用沙袋堆叠作挡土结构的设计与施工     

An experimental and three-dimensional numerical study of natural convection heat transfer between two horizontal parallel plates

In this study, experimental and three-dimensional numerical studies were performed to investigate the effects of plate spacing and temperature difference on natural convection between isothermally heated upward-facing lower horizontal plate and externally insulated horizontal upper plate. Air is used as the heat transfer medium. Rayleigh number varied in the 1108–2.339 × 10⁵ range. Several numerical simulations for three-dimensional steady laminar and turbulent flows heat transfer were carried out using a commercial CFD code Fluent 6.2. Results have shown that there is a good agreement between the numerical and present experimental results as well as with available data in literature.     

The distribution of nutrient elements in cell wall and other fractions of the herbage of some grasses and legumes

The distribution of 10 nutrient elements was assessed in three fractions of herbage samples of perennial ryegrass, tall fescue, white clover and lucerne. The cell wall fraction, prepared by mechanical disintegration of undried material, contained the following proportions of the total herbage content of the major elements: N, 2.9–16.4%; P, 3.0–6.9%; S, 3.6–17.2%; Ca, 11.3–51.8%; Mg. 6.4–27.6% and K, 0.1–1.7%. Substantial though more variable proportions of the trace element cations, Fe, Mn, Zn and Cu were also present in the cell wall fraction. The extent to which the elements were soluble in water was assessed by analysis of the water-insoluble fraction prepared from freeze-dried samples of each herbage. The proportions of the total herbage content of the major elements soluble in water were: N, 30–57%; P, 80–92%; S, 35–71%; Ca, 48–69%; Mg. 65–83% and K, 90–96%. With the trace element cations the proportions soluble in water were more variable, though they were generally less than 70% of the total. The extent to which the various elements were soluble in 80% aqueous ethanol was assessed by analysis of the insoluble fraction prepared from freeze-dried materials. With each of the major elements, smaller proportions of the total herbage content were soluble in 80% ethanol than in water, which may reflect in part the lower solubility of proteins and pectin. With the trace element cations, the differences in solubility between 80% ethanol and water were generally small and inconsistent.     

探地雷达在莲花电站二坝坝顶路面裂缝探测中的应用

介绍探地雷达探测方法,探讨使用高频探地雷达探测粘土心墙堆石坝坝顶混凝土路面裂缝,达到快速、无损查明坝顶混凝土裂缝的性质与成因的目的.     

防止大型筒类薄壁件冷裂的工艺措施

采取了加强铸件薄弱断面处强度和提高砂芯整体“宏观”退让性八项工艺措施，有效地防止大型筒类薄壁件冷裂纹缺陷     

试论武汉建筑工地墙体广告的发展、存在问题与对策

随着社会的发展,建筑工地墙体广告以其独特的创意和表现成为城市一道亮丽的风景线。城市管理和文化宣传部门也在为如何通过城市建筑工地墙体广告展现城市特色文化而动足脑筋,使之成为能够吸引人们眼球的一道独特的文化景观。本文从介绍建筑工地墙体广告的发展状况入手,阐述了武汉市建筑工地墙体广告发展中所存在的一些问题,并针对目前存在的问题提出了相应的对策。     

300m级特高土石坝施工期心墙沉降监控模型研究

心墙沉降是两河口高土石坝的控制性安全监测项目,结合室内试验、监测、施工进度等资料,研究了心墙砾石土的沉降特性,建立了施工期沉降监控模型。研究表明:沉降变形的发展呈明显的阶段性,即沉降环埋设初期的快速沉降期、填筑进度平缓进行的匀速沉降期以及填筑高峰期的加速沉降期;以填筑因子与时效因子为组合的监控模型具有良好的解析力与拟合度,计算实例4个测点判定系数R 2在0.938~0.972;施工期沉降产生的主导因素是填土层上覆的外压荷载,就已填筑高程1/2~2/3区段而言,施工期沉降变形所占的填筑分量与时效分量分别约占95%与5%;监控模型具有良好的外延性,在近1个月外延区间中预测误差不超过9.04 mm,通过不断延长建模时序以修正模型参数,可提高预测精度进而指导施工。     

复合土工膜与防渗墙连接的大型剪切试验研究

围堰工程中常用复合土工膜连接防渗墙作为防渗体系,其连接部位的土工膜常会出现结构性破坏而造成集中渗漏现象。依据高土石围堰防渗体系中复合土工膜的受力特点,利用自主研制的低摩阻叠环式双向静动剪切试验机,考虑土工膜无伸缩节、普通竖向伸缩节和U型槽伸缩节3种连接型式,构建复合土工膜与防渗墙接头的结构模型,开展复合土工膜与防渗墙连接的大型剪切试验,研究不同连接型式下复合土工膜的受力变形机理。结果表明:①无伸缩节、普通竖向伸缩节和U型槽伸缩节3种连接型式下,复合土工膜的应变均随着剪切位移的增大逐渐增大,随着距防渗墙距离的增大逐渐减小;②3种连接型式下模型土体的应力-应变关系变化趋势基本一致,峰值应力变化不大;③无伸缩节连接时,靠近防渗墙位置土工膜的峰值应变为4×10^-3,普通竖向伸缩节连接时,相同位置处土工膜的峰值应变为3.5×10^-3,设置U型槽伸缩节后峰值应变为6.51×10^-4,与前2种连接型式相比,U型槽伸缩节较大程度地降低了土工膜的峰值应变,可以有效解决复合土工膜在防渗墙接头处的应变集中问题。研究成果可为高土石围堰工程防渗体系的设计和施工提供依据。