HPFL加固空斗墙砌体抗压强度试验研究

高性能水泥复合砂浆钢筋网薄层(HPFL)加固法是一种新型的结构加固补强技术.通过2组对比试件和3组加固试件在分级加载下的轴压试验,研究了HPFL对空斗墙砌体的抗压加固效果.实验结果表明,单面加固极限承载力提高41.7%,双面加固不仅极限承载力提高50%~53.8%,开裂荷载也提高约21.3%~27%.笔者通过实验数据拟合了空斗墙受压应力-应变曲线,并提出HPFL加固空斗墙砌体承载力计算方法,供加固设计时参考.     

新型EPS保温砂浆外墙外保温板材的研究

通过对EPS保温砂浆性能的研究,提出了一种新的外墙外保温板材,它由界面砂浆、抗裂砂浆、EPS保温砂浆、满挂热镀锌钢丝网和外墙装饰材料组成.与其他外墙外保温体系进行比较,从容重、施工难易程度和经济效益等几个方面来看,该保温板在工程应用中更具可行性.     

免抹灰施工工艺

免抹灰施工工艺在高层框剪结构中应用越来越广泛,所谓免抹灰就是在混凝土结构施工时,一次成活.在现浇混凝土楼面上不再做细石混凝土找平层或水泥砂浆抹灰层、顶棚及墙饰面亦不再抹灰,而仅在面层批刮腻子.免抹灰的前提就是混凝土结构在施工过程中达到清水混凝土标准.要达到以上要求,施工过程中必须在模板、钢筋、混凝土等细部作法上精益求精.     

高强钢绞线网加固混凝土粘结性能试验研究

通过高强钢绞线网聚合物砂浆加固层与混凝土结构的剥离破坏试验,对加固层与混凝土界面的剥离破坏特征进行了研究。探讨了单侧加固、植筋加固及U型加固等不同的加固方式对加固层抗剪承载力及抗剪强度的影响。试验结果表明,采用U型加固等增加粘结面积的方式能有效提高加固层粘结面抗剪承载力,但同时会削弱加固层的抗剪强度,而在界面上植入抗剪钢筋后,能同时提高聚合物砂浆加固层的抗剪承载力及抗剪强度。根据试验结果,提出了最小植筋率的建议值。     

地聚物砂浆高温后抗拉和粘结性能及退化机理

为考察地聚物砂浆在有耐高温要求的混凝土结构加固领域的应用可行性,开展了常温下和高温后地聚物砂浆的抗拉强度试验以及地聚物砂浆与普通水泥砂浆及普通混凝土基体的粘结性能试验,并与普通水泥砂浆的抗拉及粘结性能进行试验比较;通过热重分析-差示扫描量热分析(TG-DSC),探究了地聚物砂浆的高温强度退化机理.试验结果表明:地聚物砂浆与水泥砂浆及混凝土之间的常温粘结强度分别达2.15 MPa及1.7 MPa,经300℃高温后残余粘结强度仍有1.5 MPa左右,远高于普通水泥砂浆的粘结强度;超过300℃以后地聚物砂浆的强度急剧退化,这主要是因地聚物砂浆高温脱水、微观结构遭受破坏引起.基于上述试验结果,可将地聚物砂浆用于300℃以下高温环境的混凝土结构修补加固.     

磷酸镁水泥砂浆性能试验研究

文章基于水工建筑物的应急抢险与快速修补加固处理的需求,采用不同粒径砂对磷酸镁水泥砂浆基本性能进行试验研究。结果表明,水养与标养相比,其抗压强度降低6%～27%,龄期越长降低幅度越大,说明磷酸盐水泥的长期耐水性较差,应尽量避免用于长期接触水的环境中;与硫铝酸盐水泥砂浆相比,磷酸镁水泥砂浆3h抗压强度平均提高约30%,其他龄期强度均低于硫铝酸盐水泥,平均降低约36%,可见,磷酸镁水泥的优势在高早强,其3h抗压强度达35MPa;高早强磷酸镁水泥砂浆胶砂比不应低于1∶1,水胶比以控制在0. 18～0. 20为宜,水胶比增大,磷酸镁水泥将失去其优势。     

SK-PAM特种抗冲磨树脂砂浆材料工程特性研究

本文针对目前常用的薄层抗冲磨防护材料难以抵抗高速水流推移质磨蚀破坏难题,以柔性氨基树脂材料和特种固化剂为胶结体系,添加抗冲磨填料,研发了一种新型抗冲磨树脂砂浆材料。并对新型树脂砂浆进行了力学性能、冲磨能力和环境适应性试验,试验结果表明砂浆伸长率在5%以上,与基面黏接强度大于2.5MPa,表明其具有良好的抗裂能力和适应变形的能力;水下钢球法冲磨试验3个周期质量基本没有损失,同等条件下圆环法冲磨对比试验证明其抗冲磨强度是高强环氧砂浆的5倍以上,证明新型抗冲磨树脂砂浆具有高弹韧性的材料特性,适用于泄水建筑物的抗冲磨、特别是推移质破坏的防护和修复。     

贵州地区粉煤灰种类对长龄期砂浆力学性能与孔隙率的影响

为了区别不同电厂Ⅱ级粉煤灰对长龄期砂浆性能的影响作用,采用贵州地区常见的4种粉煤灰（鸭溪、大方、六盘水和都匀Ⅱ级粉煤灰）,探索各粉煤灰对长龄期砂浆力学性能、孔隙率、吸水率和微观形貌的影响。结果表明：粉煤灰等质量替代水泥后,有利于提高长龄期砂浆的抗折强度和抗压强度,最大分别增大了94.6%和52.1%（鸭溪）、71.6%和49.5%（大方）,100.0%和92.0%（六盘水）以及51.8%和47.6%（都匀）;粉煤灰的掺量越大,砂浆的抗折强度和抗压强度的增加速率越大,孔隙率的降低幅度越大,分别为29.7%（六盘水）、40.0%(鸭溪)、28.7%（都匀）和34.9%（大方）,同时,4种粉煤灰砂浆的最大吸水率分别降低了21.6%（六盘水）、44.0%(都匀)、39.8%（鸭溪）和38.9%（大方）;综合分析发现,养护1 000 d后,粉煤灰仍主要发挥填充作用和火山灰效应,其中活性较低的粉煤灰仍以填充作用为主。     

Comparison of hydration properties between cement-GGBS-fly ash blended binder and cement-GGBS-steel slag blended binder

The hydration properties of cement-GGBS-fly ash blended binder and cement-GGBS-steel slag blended binder were compared. The experimental results show that the hydration rate of cement-GGBS- steel slag blended binder is higher than that of cement-GGBS-fly ash blended binder within 28 days, but lower than the latter after 28 days. The hydration of cement-GGBS-steel slag blended binder tends to produce more Ca（OH）2 than the hydration of cement-GGBS-fly ash blended binder, especially at late ages. Cement-GGBS- steel slag mortar exhibits higher strength than cement-GGBS-fly ash mortar within 28 days, but at late ages, it exhibits similar compressive strength with eement-GGBS-fly ash mortar and even slightly lower bending strength than cement-GGBS-fly ash mortar. Cement-GGBS-steel slag paste has finer early pore structure but coarser late pore structure than cement-GGBS-fly ash paste. Cement-GGBS-steel slag paste can get satisfied late pore structure and cement-GGBS-steel slag mortar can get satisfied late strength as compared with pure cement paste and pure cement mortar, respectively.     

Preparation and properties of a long-life cementbased mortar used on metal oilcans

Organic-based materials are often used as the coating of metal oilcans. But they need to be sprayed several times in the whole life of oilcans because of the short-life of organic components. To overcome this problem, a type of long-life flexible cement-based anti-corrosion material used on the surface of metal oilcans was developed according to the principle that the steel reinforced concrete can remain the same life with buildings. The materials with different formulas composed of acrylic ~nulsion, cement and other additives were prepared. Because the ratios of polymer to cement played the decisive role in the adhesion and anti-corrosion characteristics, their effects on the physical performances were investigated by comparing the mechanical properties, anti-corrosion and anti-aging properties. The relationship between microstructure and macroscopic properties was also discussed.