Preparation of specialized plastering mortar for foam concrete using low silica iron tailings

IF 3.9 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Lutao Xue, Yubiao Li, Rui Li, Wenqiang Yu
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Abstract

The mismatch in physical properties between traditional mortar and the porous substrate of foam concrete (FC) leads to poor adhesion and cracking, limiting the wider application of FC. In order to address this issue and alleviate the storage pressure of low silica iron tailings (LSIT), this study developed an advanced plastering mortar system for foam concrete blocks through systematic optimization of LSIT. A comprehensive evaluation was conducted on six critical parameters, including the water-cement ratio, the aggregate ratio of LSIT to sand, the content of cement, hydroxypropyl methyl cellulose (HPMC), re-dispersible latex powder (RDP), and polypropylene fiber (PPF), establishing their quantitative impacts on mortar performance. The optimal performance was achieved with a water-cement ratio of 0.84, aggregate ratio of 11:3, cement content of 30%, HPMC content of 0.4%, RDP content of 1.5%, and PPF content of 0.15%, yielding a mortar density of 1447.9 kg/m3, 28 d compressive strength of 8.21 MPa, and 104 mm consistency, parameters fully compliant with the M8 grade specifications in JC/T 890-2017. Advanced microstructural characterization (XRD, SEM, and hydration heat analysis) demonstrated that LSIT particles refined the granulometric distribution through microaggregate effects. In addition, C3S dissociation was retarded by HPMC through Ca2+ chelation, extending the induction period of hydration. Moreover, the RDP facilitated interfacial cross-linking via transesterification, forming the core–shell structures of C–S–H and polymer, compared with the control sample, the portlandite content was slightly reduced. Furthermore, the PPF reinforcement is achieved through crack-deflection and bridging mechanisms. The modification system of multi-component materials therefore exhibits a three-fold synergistic action, including the gradation optimization of particles, the regulation of hydration kinetics, and the toughening of the interfacial. These findings establish a viable pathway for high-value utilization of iron tailings in construction materials and simultaneously elucidate the physicochemical mechanisms underlying the interactions of composite modifiers in cementitious systems. Furthermore, the modified additive system serves as a viable template for valorizing diverse solid wastes.

Graphical abstract

低硅铁尾矿制备泡沫混凝土专用抹灰砂浆
传统砂浆与泡沫混凝土多孔基材的物理性能不匹配,导致其粘结性差、开裂,限制了泡沫混凝土的广泛应用。为了解决这一问题,缓解低硅铁尾矿(LSIT)的储存压力,本研究通过对LSIT的系统优化,开发了一种先进的泡沫混凝土砌块抹灰砂浆体系。对水灰比、LSIT与砂的骨料比、水泥、羟丙基甲基纤维素(HPMC)、可再分散乳胶粉(RDP)、聚丙烯纤维(PPF)等6个关键参数进行了综合评价,确定了它们对砂浆性能的定量影响。水灰比0.84,骨料比11:3,水泥掺量30%,HPMC掺量0.4%,RDP掺量1.5%,PPF掺量0.15%,砂浆密度1447.9 kg/m3, 28 d抗压强度8.21 MPa,稠度104 mm,参数完全符合JC/T 890-2017中M8级规范。先进的微观结构表征(XRD, SEM和水化热分析)表明,LSIT颗粒通过微团聚体效应细化了颗粒分布。此外,HPMC通过Ca2+螯合作用延缓了C3S的解离,延长了水化诱导期。此外,RDP通过酯交换作用促进了界面交联,形成了C-S-H和聚合物的核壳结构,与对照样品相比,波特兰石含量略有降低。此外,PPF加固是通过裂缝挠曲和桥接机制实现的。因此,多组分材料的改性体系表现出三重协同作用,包括颗粒级配优化、水化动力学调节和界面增韧。这些发现为铁尾矿在建筑材料中的高价值利用开辟了一条可行的途径,同时阐明了复合改性剂在胶凝体系中相互作用的物理化学机制。此外,改性添加剂体系可作为多种固体废物增值的可行模板。图形抽象
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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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