HL节能型建筑外墙保温砂浆在工程中的应用

文章简要分析了原材料及其用量对保温砂浆性能的影响,介绍了HL节能型建筑外墙保温砂浆的性能及其在工程中的应用。     

聚苯乙烯颗粒对轻质混合土的影响

在室内试验的基础上,对轻质混合土密度、抗压强度、压缩变形特性等进行了分析,结果表明:EPS颗粒含量变化对降低轻质混合土的密度作用效果显著;EPS颗粒含量对混合土抗压强度的影响很小,抗压强度主要取决于水泥的含量;在压缩变形特性方面,荷载小于混合土压缩屈服应力时EPS颗粒含量对混合土的压缩变形量影响较小。由此认为EPS颗粒在降低混合土密度方面具有一定的优越性,但对混合土的抗压强度、压缩变形量影响不明显,所以将混有EPS颗粒的轻质混合土作为填土材料具有很好的应用前景。     

EPS模陶瓷型精密铸造失模工艺研究

针对EPS陶瓷壳型精铸失模时容易裂壳的现象,对EPS消失模精密铸造工艺进行了研究。利用自制的膨胀率检测设备对不同密度的EPS模试样在不同加热温度下的最大膨胀率进行了测试,研究了壳型膨胀与失模温度之间的关系;对陶瓷壳型中EPS模失模时的温度场分布进行测量,发现EPS模试样的密度大小对失模时温度场有着很重要的影响。在试验和分析的基础上,对EPS模失模机制进行了探讨,提出了高温失模机制。高温失模有利于降低失模时对壳型的膨胀作用力,为获得洁净而健全的陶瓷型壳提供了可靠保证。     

含水量对渠道保温板保温耐久性的影响及保温板厚度设计

北方渠道大多使用保温板防止混凝土衬砌受冻胀破坏。在计算保温板厚度时为了降低成本,容易忽略保温板使用过程中受各种因素的影响导致保温效果变差的情况,使混凝土衬砌达不到设计使用年限便提前被破坏。内蒙古河套灌区试验结果表明,由于受酸雨、冻融作用、含水量等因素的影响,保温板保温效果平均每年降低0.9℃,其中受含水量变化的影响最大。经试验测得:聚苯乙烯保温板(EPS)含水量每增加1%,会导致导热系数增大5%。基于多层材料串联热阻叠加原理和热阻等效原理,对保温板厚度计算公式进行完善,并提出相应的铺设方法和施工技术要求。该设计对保温板在季节性冻土区的推广应用具有一定参考价值。     

Effect of clinoptilolite addition and solids retention time on the extracellular polymeric substances composition and soluble chemical oxygen demands in activated sludge

This study was carried out to compare EPS (Extracellular Polymeric Substances) composition between conventional activated sludge (AS) and activated sludge dosed with clinoptilolite (CAS). Additionally, those were compared with organic removal efficiency in the effluent in conjunction with EPS concentrations. The experiments were conducted at SRT (Solids Retention Time) ranging from 5 to 100 d. For the CAS, proteins were more readily observed for SRT 20 and 100 d compared to that of the AS. Polysaccharide concentration in the sludge was greatly increased for the CAS, but it was significantly diminished when the SRT was extended. The level of EPS concentration observed from the effluent had the same pattern of variation for the two different types of systems. Regardless of type of reactor, the ratio of proteins for sludge versus effluent was independent of SRT, but the ratio of polysaccharides diminished as SRT increased. In the long run, the degree of protein synthesis directly ascribed to concurrent enhancement of SCOD removal efficiency was slightly more in the CAS. It was decided that clinoptilolite added system could be more reliably retrofitted to a conventional activated sludge process.     

多年冻土区聚苯乙烯隔热公路路基温度场数值分析

为了研究随外界环境条件改变聚苯乙烯(EPS)冻土路基温度场变化特征,运用ABAQUS有限元分析方法,对多年冻土区EPS隔热路基的温度场进行了数值模拟.计算时采用改变EPS铺设位置,模拟路面下多年冻土季节最大融深在路基修筑完工后8 a内随时间的变化.通过对计算结果分析得出,在多年冻土区路基中铺设保温材料对路面下多年冻土具有明显的保护作用.当EPS铺设在路堤底部时,路堤温度场分布比较均匀,路堤内部都为正温,在EPS板下,路基温度都为负温,说明EPS有效阻止了边坡和路面传入的热量.因此,如果要修筑EPS隔热路基,应将EPS板铺设于路堤底部.     

Properties of lightweight expanded polystyrene concrete reinforced with steel fiber

Expanded polystyrene (EPS) concrete is a lightweight, low strength material with good energy-absorbing characteristics. However, due to the light weight of EPS beads and their hydrophobic surface, EPS concrete is prone to segregation during casting, which results in poor workability and lower strength. In this study, a premix method similar to the ‘sand-wrapping’ technique was utilized to make EPS concrete. Its mechanical properties were investigated as well. The research showed that EPS concrete with a density of 800-1800 kg/m³ and a compressive strength of 10-25 MPa can be made by partially replacing coarse and fine aggregate by EPS beads. Fine silica fume greatly improved the bond between the EPS beads and cement paste and increased the compressive strength of EPS concrete. In addition, adding steel fiber significantly improved the drying shrinkage.     

异养菌与自养菌对好氧颗粒污泥稳定性的影响

研究了异养菌和自养菌颗粒污泥的特性：与异养菌相比,自养菌颗粒污泥粒径小、密度大、胞外多聚物（EPS）含量高但强度小。通过对粒径、EPS等特性与密度的变化规律分析,研究发现,自养菌颗粒污泥的粒径与密实度呈现出一致性,颗粒趋于稳定;而异养菌颗粒污泥粒径成长同时伴随着密度减小,粒径与密实度呈现不一致性,颗粒容易解体。颗粒强度的分析结果表明：在自养菌系统中EPS与孔隙率能够达到动态平衡是其长期维持稳定的主要原因,而异养菌中粒径与孔隙率无法达到平衡,操作条件无法控制高强度丝状菌的繁殖是其不稳定的主要因素。     

EPS颗粒级配对EPS混凝土力学性能的影响

聚苯乙烯泡沫塑料(EPS)混凝土是一种质轻而具有良好力学性能的新型建材.EPS混凝土的力学性能与混凝土基质强度以及EPS颗粒粒径有关.通过试验比较不同EPS颗粒级配,不同EPS粒径大小的EPS混凝土的抗压、抗拉、抗折强度,提出了EPS混凝土抗压强度关系表达式,并用超声检测的方法测试了EPS混凝土的受压破坏过程.研究表明,EPS混凝土的力学性能与颗粒级配及颗粒含量有关,超声检测的方法能反映EPS混凝土的损伤破坏过程.