多功能添加剂对水泥混凝土硬化过程及性能的影响

IF 0.3 Q4 ENGINEERING, MULTIDISCIPLINARY
N. S. Gurinenko, E. I. Batyanovskiy
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引用次数: 1

摘要

本文介绍了旨在开发一种新型半功能混凝土添加剂的研究结果,该添加剂可以提高其强度增长的速度和水平,同时降低能源成本以加速硬化过程,作为降低混凝土和钢筋混凝土产品和结构制造中的能源强度的基础。通过实验,我们找到了块体水泥中多功能添加剂的合理配比:基于聚羧酸树脂的高效减水剂(例如,“Stachement 2000”或“Relamiks PC”)- 0.5%,超分散微二氧化硅(SiO2) - 1.0%,硫酸钠(Na2SO4),硬化促进剂- 0.5%,硫酸铝(Al2(SO4)3),密封添加剂结构- 0.25%。上述组件确保最大程度地提高水泥石材和结构重混凝土的强度。衍生分析和x射线相分析结果表明,强度增长的基础是csh -硅酸盐基的低碱结晶硅酸盐的细晶形式的形成,它补充了传统上由三钙和二钙硅酸水泥与水反应形成的C2SH,以及Ca(OH)2与无定形SiO2和钙矾石3CaO × Al2O3 × 3CaSO4 × 32H2O反应导致的肿瘤数量的增加。由于与水泥铝酸盐发生反应而形成,这些是加速压实的添加剂成分,总的来说增加了水泥石的密度和强度。在混凝土的情况下,由于Ca(OH)2和SiO2之间的反应,骨料表面与水泥石之间的接触区域硬化,从而补充了这种效果。在多功能添加剂存在的情况下,水泥石样品中与水泥化学结合的水的增长(高达38%)证实了这些影响,其特点是强度最大。在使用标准化测试方法的同时,多功能添加剂的有效性已被实验证实,并已在结构重混凝土的质量特征和性能的增长中得到表达:抗压强度-高达40 - 60%,抗弯强度-高达15%,收缩减少-高达50%,吸水率- 1.5-2倍,抗冻性从F250增加到F500,抗水性从W6-W8增加到W20。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of Polyfunctional Additive on Hardening Process and Properties of Cement Concrete
The paper presents results of research aimed at developing a new semi-functional concrete additive that provides an increase in rate and level of its strength growth while reducing energy costs to accelerate hardening process, as a basis for reducing energy intensity in manufacturing of concrete and reinforced concrete products and structures. Experimentally a rational ratio of components for a polyfunctional additive has been found of mass cement: a superplasticizer based on polycarboxylate resins (for example, “Stachement 2000” or “Relamiks PC”) – 0.5 %, ultradispersed microsilica (SiO2) – 1.0 %, sodium sulfate (Na2SO4), hardening accelerator – 0.5 %, aluminum sulfate (Al2(SO4)3), sealing additive structure ‒ 0.25 %. The mentioned components ensure the largest increase in strength of cement stone and structural heavy concrete. Results of derivatographic and X-ray phase analyses have shown that strength growth is based on formation of a fine-crystalline form of low-base crystalline silicates of CSH-silicate group, which complements traditionally formed C2SH by the reaction of threeand two-calcium silicate cement with water, as well as it is based on an increase in the number of neoplasms due to the reaction of Ca(OH)2 with amorphous SiO2 and ettringite 3CaO × Al2O3 × 3CaSO4 × 32H2O, being formed due to reactions with cement aluminates these are accelerating-compacting additive components, that in total provides an increase in density and strength of cement stone. While having the case with concrete, the effect is complemented by hardening the zone of contact between aggregate surface and cement stone due to the reaction between Ca(OH)2 and SiO2. These effects have been confirmed by growth (up to 38 %) of water which is chemically bound with cement in presence of a multifunctional additive in samples of cement stone, which is characterized by the largest strength. While using standardized testing methods, effectiveness of a multifunctional additive has been experimentally confirmed and it has been expressed in growth of quality characteristics and properties of structural heavy concrete: compressive strength – up to 40–60 %, flexural strength – up to 15 %, reduction of shrinkage – up to 50 % and water absorption – by 1.5–2 times, increase in frost resistance from brand F250 to F500, water resistance – from W6–W8 to W20.
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来源期刊
Science & Technique
Science & Technique ENGINEERING, MULTIDISCIPLINARY-
自引率
50.00%
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47
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8 weeks
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