Effect of a temperature rising inhibitor on the hydration kinetics of white cement pastes containing slag at different temperatures

IF 6.7 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Siyi Li , Zengqi Zhang , Weijie Du , Jie Chen , Yu Liu , Shanliang Ma , Xiaoming Liu , Fanghui Han
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Abstract

This study systematically investigates the effects of a starch-based thermal rise inhibitor (TRI) on the hydration kinetics of white cement-slag blended pastes under 23 °C, 40 °C, and 60 °C conditions, aiming to address thermal cracking issues in mass concrete caused by hydration heat. The hydration exothermic process was monitored by isothermal calorimetry, while microstructural evolution and hydration products were analysed using MIP, TGA/DTG, and BSE-IA. The results demonstrate that TRI significantly reduces the exothermic rate at the main hydration peak and delays its occurrence. Based on reaction kinetic analysis, this behavior is speculated to originate from TRI adsorption onto cementitious surfaces, which inhibits C-S-H growth, with an enhanced inhibitory effect at elevated temperatures. The incorporation of slag synergizes with TRI to regulate the hydration kinetics via both dilution effects and pozzolanic reaction. TRI preferentially modulates early-stage hydration kinetics by reducing reaction rates in NG and induction I stages, while exerting negligible effects on the D stage. Additionally, TRI modifies pore distribution by facilitating transitions of multiple harmful pores rather than uniformly reducing the quantity. Although TRI slows the precipitation of early-stage C-S-H and ettringite, the retarding effect of TRI decreases progressively as hydration progresses. BSE-IA confirmed that TRI significantly retarded early hydration, increasing sample porosity and the proportion of unreacted phases in slag-blended systems. In conclusion, the above findings establish an adsorption-mediated modulation mechanism of TRI on white cement-slag composite binder, which provides a theoretical framework for mitigation of thermal cracking in mass WPC concrete.
增温抑制剂对含矿渣白水泥在不同温度下水化动力学的影响
本研究系统研究了淀粉基热升抑制剂(TRI)在23°C、40°C和60°C条件下对白水泥-矿渣混合膏体水化动力学的影响,旨在解决水化热引起的大体积混凝土热裂问题。采用等温量热法监测水化放热过程,采用MIP、TGA/DTG和BSE-IA分析水化产物和微观结构演变。结果表明,TRI显著降低了主水化峰放热速率,延缓了主水化峰放热速率的发生。根据反应动力学分析,推测这一行为源于TRI吸附在胶凝表面,抑制了C-S-H的生长,在高温下抑制效果增强。矿渣的掺入与TRI协同作用,通过稀释效应和火山灰反应调节水化动力学。TRI通过降低NG和诱导I阶段的反应速率优先调节早期水化动力学,而对D阶段的影响可以忽略不计。此外,TRI通过促进多个有害孔隙的过渡而不是均匀地减少孔隙的数量来改变孔隙分布。虽然TRI减缓了早期C-S-H和钙矾石的析出,但随着水化的进行,TRI的延缓作用逐渐减弱。BSE-IA证实,TRI显著延缓了早期水化,增加了样品孔隙率和渣混体系中未反应相的比例。综上所述,上述研究结果建立了TRI对白水泥-矿渣复合粘结剂吸附介导的调节机制,为缓解大体积木塑混凝土的热裂提供了理论框架。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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