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本文主要研究在一定水灰比(0.36)条件下,不同掺量粉煤灰以及不同掺量的聚羧酸盐减水剂对自密实混凝土塌落扩展度、密度、抗压强度、吸附作用等指标的影响。试验结果说明:高掺量粉煤灰的自密实混凝土有足够的强度;随着粉煤灰的增加,其吸水率增大;聚羧酸盐减水剂的掺量为0.7%时,自密实混凝土可以得到更好的工作性和抗压强度。 相似文献
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为研究粉煤灰对透水混凝土的影响作用,通过在透水混凝土中加入粉煤灰,利用裹石法制作透水混凝土,研究了粉煤灰对透水混凝土抗压强度、抗折强度、孔隙率和透水系数的影响作用。结果表明:粉煤灰的掺入对透水混凝土的性能有明显的影响,抗压强度先降低后增高,粉煤灰掺量为20%的时候抗压强度达到最大值19.6 MPa,随着粉煤灰掺量的继续增加,抗压强度值又逐渐减小;粉煤灰掺量为20%的时候抗折强度达到最大值,说明粉煤灰的最佳掺量在20%左右;随着粉煤灰掺量的增加,孔隙率和透水系数都逐渐减低,早期降低的速率大,后期降低的速率小。 相似文献
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为了研究风积沙和粉煤灰掺量对混凝土力学性能的影响规律,通过风积沙内掺替代相同质量的河砂,替代率为0%、10%、20%、30%和40%,内掺粉煤灰为10%、20%情况下配制混凝土.对风积沙混凝土立方体抗压强度和劈裂抗拉强度进行试验研究,并采用扫描电镜(SEM)对混凝土微观结构形貌进行分析.结果表明:风积沙的掺入可以提高混凝土的抗压强度与抗拉强度,尤其对混凝土早期强度的贡献比较大;粉煤灰在风积沙混凝土后期抗压强度中发挥重要作用,对28 d抗拉强度影响较大,因此要控制其掺量;风积沙替代率20%,粉煤灰掺量10%,混凝土的力学性能表现最优.最后,建立了风积沙混凝土抗拉强度与抗压强度之间的演化方程. 相似文献
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利用粉煤灰微珠按10%、20%和30%(质量分数)部分替代水泥制备了混凝土试样,并对混凝土试样的抗压强度、弹性模量和徐变进行了测试,同时通过压汞孔隙率实验对试样的微观结构进行了研究。结果表明,粉煤灰微珠会使混凝土的早期抗压强度和弹性模量下降,但是对混凝土长期强度增长和弹性模量增长有明显的促进作用,在90 d时粉煤灰微珠掺量为20%的试样强度和弹性模量最高。掺入20%的粉煤灰微珠可以降低混凝土的比徐变,但是过多的粉煤灰微珠反而会增加混凝土的徐变变形。孔隙分析结果表明,总孔隙体积较高时,混凝土的强度较低,徐变变形较大;而加入20%粉煤灰微珠会降低混凝土的中孔隙、大孔隙和总孔隙体积,从而改善混凝土的强度和徐变特性。 相似文献
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This paper presents a laboratory study on the strength development of concrete containing fly ash and optimum use of fly ash in concrete. Fly ash was added according to the partial replacement method in mixtures. A total of 28 mixtures with different mix designs were prepared. 4 of them were prepared as control mixtures with 250, 300, 350, and 400 kg/m3 cement content in order to calculate the Bolomey and Feret coefficients (KB, KF). Four groups of mixtures were prepared, each group containing six mix designs and using the cement content of one of the control mixture as the base for the mix design. In each group 20% of the cement content of the control mixture was removed, resulting in starting mixtures with 200, 240, 280, and 320 kg/m3 cement content. Fly ash in the amount of approximately 15%, 25%, 33%, 42%, 50%, and 58% of the rest of the cement content was added as partial cement replacement. All specimens were moist cured for 28 and 180 days before compressive strength testing. The efficiency and the maximum content of fly ash that gives the maximum compressive strength were obtained by using Bolomey and Feret strength equations. Hence, the maximum amount of usable fly ash amount with the optimum efficiency was determined.This study showed that strength increases with increasing amount of fly ash up to an optimum value, beyond which strength starts to decrease with further addition of fly ash. The optimum value of fly ash for the four test groups is about 40% of cement. Fly ash/cement ratio is an important factor determining the efficiency of fly ash. 相似文献
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Heat evolution of high-volume fly ash concrete 总被引:2,自引:0,他引:2
Cengiz Duran Ati? 《Cement and Concrete Research》2002,32(5):751-756
In this paper, the results of a laboratory investigation conducted with heat evolution of high-volume fly ash (HVFA) concrete are presented. Heat evolution of concrete was studied by measuring the temperature increase in concrete under adiabatic curing condition. Characteristic of heat evolution of fly ash concrete was found to be strongly dependent on the replacement level of fly ash and dosage of superplasticizer used to maintain workability. It was also found that using fly ash as cement replacement resulted in a reduction on the maximum temperature rise. Increasing the replacement level of fly ash caused lower temperature rise in concrete. Superplasticizer caused a delay in peak temperature rise time; this is taken as an indicator that high-dosage superplasticizer used in concrete caused retardation in hydration of cement. Concretes having similar ingredients showed similar peak temperature rise whether they are superplasticized or not. 相似文献
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在路面水泥混凝土中掺入粉煤灰,不仅具有优化资源配置、提高经济效益和改善环保等功能,还可以改善混凝土的和易性、降低混凝土早期的水化温升,其二次水化作用又能改善混凝土的界面结构,从而改善路面混凝土的耐久性能.本文就低掺量粉煤灰对路面混凝土性能影响的试验结果作一介绍和分析. 相似文献
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用于大体积混凝土工程的碾压混凝土,其耐久性好坏直接关系到重大工程的使用及寿命。从抗渗性、抗冻性、抗冲磨性、抗碳化性及抗化学侵蚀性等方面研究了粉煤灰对碾压混凝土耐久性的影响。结果表明:(1)粉煤灰能提高碾压混凝土后期的抗渗性;(2)在碾压混凝土中增加粉煤灰的用量,提高胶凝材料的总量,从而降低混凝土的水灰比,能提高碾压混凝土抗冻性:(3)粉煤灰掺量不大于15%时,粉煤灰掺量对碾压混凝土的抗冲磨性能影响甚微;(4)粉煤灰掺量不大于50%时,经碳化后混凝土的抗压强度反而有所提高;(5)碾压混凝土的水化产物长期稳定性较好,且因有粉煤灰的二次水化消耗了部分Ca(OH)2,故其抗镁盐及硫酸盐侵蚀的能力较强。 相似文献
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粉煤灰泡沫混凝土屋面材料的研究 总被引:1,自引:0,他引:1
粉煤灰泡沫混凝土屋面材料具有保温隔热隔音和质轻等性能优势。文章主要探讨了水泥、粉煤灰、膨胀珍珠岩和发泡剂的不同用量对屋面材料体积质量、抗压强度、导热系数等性能的影响,并用熟石灰作为激发剂改善屋面材料性能。试验结果表明,体积质量为700kg/m3级别的泡沫混凝土屋面材料,其28d强度最高可达3.61MPa,导热系数最低至0.15W/(m·K),具有较好的使用性能要求;综合考虑强度和导热系数因素,确定合理的配合比为水泥∶粉煤灰∶膨胀珍珠∶工业熟石灰∶减水剂∶发泡剂=475∶216∶22∶29∶2.4∶0.4。 相似文献
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The world faces a number of environmental issues. Many of these problems are man-made, the results of industrialization and building. There are many ways to help our world to become more environmentally friendly and healthier. Cutting back of carbon dioxide emissions by using less energy consumptive materials in the building industry is one of them. Waste products used as a replacement of old raw materials lead to the less energy consumption and cost saving. The tests results of energy waste (fly ash) exploitability as a partial cement replacement into the concrete cover of pavement is described in this paper. Compressive and flexural strengths at hardened ages of 7, 28, 90 days, chemical resistance, freezing and thawing of fly ash concrete composites were measured and compared with the reference specimen (C 30/37), which met the requirements of STN 73 6123 Building of road element. 相似文献
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Rafat Siddique 《Cement and Concrete Research》2004,34(3):487-493
More than 88 million tonnes of fly ash is generated in India each year. Most of the fly ash is of Class F type. The percentage utilization is around 10 to 15%. To increase its percentage utilization, an extensive investigation was carried out to use it in concrete. This article presents the results of an experimental investigation dealing with concrete incorporating high volumes of Class F fly ash. Portland cement was replaced with three percentages (40%, 45%, and 50%) of Class F fly ash. Tests were performed for fresh concrete properties: slump, air content, unit weight, and temperature. Compressive, splitting tensile, and flexural strengths, modulus of elasticity, and abrasion resistance were determined up to 365 days of testing.Test results indicated that the use of high volumes of Class F fly ash as a partial replacement of cement in concrete decreased its 28-day compressive, splitting tensile, and flexural strengths, modulus of elasticity, and abrasion resistance of the concrete. However, all these strength properties and abrasion resistance showed continuous and significant improvement at the ages of 91 and 365 days, which was most probably due to the pozzolanic reaction of fly ash. Based on the test results, it was concluded that Class F fly ash can be suitably used up to 50% level of cement replacement in concrete for use in precast elements and reinforced cement concrete construction. 相似文献