水电站砂石加工系统生产废水理工艺试验研究

针对现有水电站砂石加工系统产生的高悬浮物废水的处理工艺存在的排泥系统易堵、沉渣脱水困难的问 题,通过对砂石加工废水中悬浮物的沉降性能、粒径分布和沉渣的脱水性能的相关分析,提出了组合式沉淀工艺处理砂石加工废水.结果表明,成功实现粗细颗粒的分开沉淀,保证一号沉淀池粗颗粒沉渣在90 min内外排是解决沉渣淤池堵管的关键.当控制1、2号沉淀池的总水力停留时间在30 min左右,可基本实现粗颗粒的前端分离,SS去除率可达60％以上,后端经过3号沉淀池的强化絮凝沉淀,出水SS基本可达到污水综合排放标准中的一类排放标准,最终可达到废水处理“零排放”的目的.     

再生骨料中粉料对水泥性能的影响

利用建筑废弃物生产再生骨料时会产生一定量的粒径小于0.075mm的再生粉料。本文从两类有代表性的再生骨料中筛取再生粉料,将其按照5%、10%、15%及20%的质量比例掺入水泥中,发现两类再生粉料使水泥的标准稠度用水量增大,但不会影响凝结时间和安定性;掺入再生粉料后使水泥的强度下降,但当再生粉料掺量高达25%时,水泥的强度仍然满足其它硅酸盐水泥32.5强度等级的要求。     

降低微粉氢氧化铝吸油率的研究

吸油率是检测氢氧化铝粉料质量的重要指标之一。微粉氢氧化铝产品中附聚体大颗粒的存在,影响产品的粒度分布和吸油率值。本文通过对微粉氢氧化铝进行加压和强化打散,以减少粉料中附聚体的数量,改善粒度分布,降低吸油率。     

Behavior of structural polymer-modified concrete containing recycled aggregates

The use of recycled concrete aggregate (RCA) in structural applications is hindered by the inferior concrete mechanical performance and unpredictable behavior with embedded steel reinforcement. The main objective of this paper is to evaluate whether the addition of small amounts of styrene-butadiene rubber (SBR) polymeric latexes could mitigate the drop in RCA concrete properties. Two series of mixtures prepared with 320 or 440 kg/m³ cement were tested by direct bond and beam-end methods; the SBR addition rates varied from 1 to 3% of cement mass. Test results showed that SBR could remarkably improve RCA concrete workability as well as compressive and splitting tensile strengths. The initial stiffness of load vs. slip curves was considerably accentuated, reflecting increased interfacial shear stresses between the reinforcing bar and surrounding concrete. Also, the responses of ascending curves showed extended nonlinear regions together with higher ultimate bond strengths at failure. The experimental direct bond and beam-end test data are compared with the design bond strengths determined by ACI 318-14, European Code EC-2, and fib Model Code MC2010.     

预吸水轻骨料对高强混凝土早期收缩的影响

基于等强度原则,设计了内养护水灰比分别为0、0.04、0.08和0.12的4组高强混凝土,研究了密封和干燥两种养护条件下,预吸水轻骨料的体积掺量对混凝土早龄期自由收缩、内部湿度及弹性模量的影响。结果表明：随着内养护水引入量的增大,28 d龄期内高强混凝土内部湿度下降和早期总收缩变形均得到明显缓解,且对密封养护混凝土的影响更明显;但混凝土的弹性模量随轻骨料掺量增大而下降,应用中应优化选择预吸水轻骨料的掺量。在干燥环境条件下,轻骨料预吸水内养护法并不能根除干燥收缩,内养护高强混凝土中可能存在较大的内部湿度梯度及近表面干燥现象。     

再生细骨料对再生骨料混凝土抗压性能影响研究

为促进建筑垃圾再生骨料的工程应用,以再生细骨料取代天然砂为研究参数,配置4组配合比的再生骨料混凝土,并制作立方体和棱柱体抗压强度试件,通过不同龄期的4组再生骨料混凝土抗压性能试验,研究再生细骨料取代率对富含砖粒再生混凝土抗压性能的影响规律。试验结果表明,在28 d龄期下再生混凝土的抗压性能随再生细骨料取代率的增加而减小,而在3 d和7 d龄期下再生细骨料取代率对再生混凝土的抗压性能的影响较小。提出了考虑再生细骨料取代率影响的富含砖粒再生混凝土棱柱体抗压强度与立方体抗压强度关系计算模型。     

Damage to geomembrane liners from tire derived aggregate

Tire derived aggregate (TDA) is currently being used as a cost-effective substitute for gravel in landfill leachate collection systems. TDA is composed of tires that have been shredded into pieces. However, the particles often contain a small portion of high risk protruding wires that may puncture a geomembrane placed below the TDA. The chance that these wires puncture is a function of the number of wires present in a sample, how the particles land, and the efficiency of the protection layer to prevent punctures. Using heavier nonwoven geotextile protection layers with larger size TDA and thicker geomembranes, the number of punctures may be expected to be fewer than 20 per hectare for the materials tested in this study. A second component to long term geomembrane performance is the presence of localised zones of high strain resulting from the point loading on the geomembrane. The strain resulting from TDA was found to be less than the strain which occurred from gravel using the same protection layers. It is concluded that, for different reasons, gravel and TDA both require effective protection layers of soil or heavy nonwoven geotextile to ensure long-term performance.     

MTA用于修复不同厚度根分叉穿孔封闭性的体外实验

目的：在研究离体情况下使用染色萃取法研究MTA修复不同厚度根分叉穿孔的封闭效果。方法：将60颗人恒磨牙随机分为3组,每组20颗。每组分别预备其髓底使根分叉剩余厚度分别为3mm,2mm,1mm。3个实验组均人工制备根分叉穿孔,每组中15颗牙使用MTA修复底穿孔,5颗作为阳性对照。另5颗牙未制备根分叉穿孔作为阴性对照。使用HIDEX酶标仪在550nm检测96孔板的吸光度评价其渗漏性。结果：3组间染料吸光度均有统计学差异（p〈0．01）．有较厚根分叉的渗漏低于较薄根分叉。根分叉最薄的～组（1mm）渗漏最明显。结论：剩余牙本质壁厚度对MTA修复根分叉穿孔的封闭性有影响。在直接使用MTA修复较薄根分叉穿孔（〈1mm）时,应充分考虑其预后效果。     

邢台矿洗煤厂粗精煤脱泥降灰系统优化

为了提高各粒级煤炭资源的有效回收,通过对邢台矿洗煤厂B系统粗精煤系统各环节的系统检查分析,找到了粗精煤灰分持续偏高的症结所在,并提出了一系列解决措施,实现有效资源效益最大化。     

岩基约束橡胶集料混凝土开裂应变试验

解决岩基混凝土开裂有利于提高水工建筑物的耐久性和安全运行.采用约束圆环试验、电阻应变仪、电子扫描电镜和压汞试验,分析了橡胶集料砂浆约束开裂应变及其作用机理.在岩基混凝土内埋设应变计,观测橡胶集料混凝土的约束应变.结果表明:橡胶集料在应力作用下,改变了水泥石中孔的形态,缓冲部分应力,普通砂浆开裂时,橡胶集料开始表现硬化应变.在45d和90d龄期时,岩基普通混凝土应变急剧降低,混凝土出现开裂.岩基橡胶集料混凝土约束应变大,混凝土无开裂.橡胶集料有利于改善岩基混凝土的抗裂性能,为解决岩基混凝土裂缝提供一种新的技术措施.