Rheology control of cement paste by in-situ polymerization for 3D printing applications

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-11-21 DOI:10.1016/j.cemconres.2024.107731
Zhaoyang Sun, Yuyang Zhao, Dongshuai Hou, Zongjin Li, Binmeng Chen
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Abstract

Rheology control is the most critical determinant of success in 3D concrete printing (3DCP), typically achieved through the hydration control of cement. However, this inevitably leads to overdesign of printed concrete featuring a low water-to-binder ratio (w/b), which is incompatible with its non-load bearing purpose and raises a series of environmental and durability problems, such as high carbon footprint and early-age shrinkage. Herein, we propose a novel rheology control strategy via in-situ polymerization, allowing the mix design of printed concrete with a high w/b ratio of 0.6. The proposed approach consists of two stages: 1) introducing monomers as retarders to extend the open time during pumping, and 2) incorporating initiators into the mixture to trigger polymerization, facilitating the structural build-up after deposition by forming polymer bridges between cement particles. We show that the addition of monomers significantly retards yield stress growth, while the following in-situ polymerization engenders a rapid strength development, satisfying the rheological requirements for 3DCP. Mechanistic experiments reveal that the retarding effect results from the complexation of monomers with aqueous species, such as Ca2+ ions, thereby hindering the nucleation of hydrates. As polymerization initiates, the impetus for the structural build-up of the cement pastes first originates from the proliferation of polymer bridges due to the gradual formation and adsorption of polymer, and then relies on the reinforcement of these polymer bridges through the formation of chemical bonds or crosslinks. On top of the environmental benefit, the proposed strategy holds the potential in avoiding admixtures conflict, mitigating early-age shrinkage, and improving mechanical properties. Our strategy opens possibilities for a novel technical route to achieve rheology control of 3DCP, and the discovery in this work will be a landmark for revealing the mechanism of 3DCP via in-situ polymerization.
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通过原位聚合控制水泥浆的流变性,实现 3D 打印应用
流变控制是决定三维混凝土打印(3DCP)成功与否的最关键因素,通常通过水泥的水化控制来实现。然而,这不可避免地会导致打印混凝土的过度设计,使其具有较低的水胶比(w/b),这与其非承重目的不符,并引发了一系列环境和耐久性问题,例如高碳足迹和早期年龄收缩。在此,我们提出了一种新型流变控制策略,即通过原位聚合,设计出具有 0.6 高 w/b 比的印花混凝土。建议的方法包括两个阶段:1)引入单体作为缓凝剂,延长泵送过程中的开放时间;2)在混合物中加入引发剂,引发聚合反应,通过在水泥颗粒之间形成聚合物桥,促进沉积后的结构构建。我们的研究表明,单体的加入能显著延缓屈服应力的增长,而随后的原位聚合则能使强度迅速提高,从而满足 3DCP 的流变学要求。机理实验表明,单体与 Ca2+ 离子等水性物质的络合产生了延缓效应,从而阻碍了水合物的成核。随着聚合反应的开始,水泥浆结构形成的动力首先来自于聚合物的逐渐形成和吸附所导致的聚合物桥的增殖,然后依赖于通过形成化学键或交联来加固这些聚合物桥。除了环境效益之外,所提出的策略还能避免与外加剂的冲突、减轻早期收缩并改善机械性能。我们的策略为实现 3DCP 的流变控制开辟了一条新的技术路线,这项工作的发现将成为揭示 3DCP 原位聚合机理的里程碑。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
期刊最新文献
Reactive transport modelling of autogenous self-healing in cracked concrete Rheology control of cement paste by in-situ polymerization for 3D printing applications Modelling and experimental study on static yield stress evolution and structural build-up of cement paste in early stage of cement hydration A new model for investigating the formation of interfacial transition zone in cement-based materials Ca/Si-dependent size of silica nanoparticles derived from C-S-H at high water to solid ratio
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