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The influence of superabsorbent polymers (SAPs) on autogenous shrinkage in cement paste, mortar and concrete

机译:超吸收性聚合物(SAPS)对水泥膏,砂浆和混凝土自生收缩的影响

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Due to the high amount of fines in combination with a low water-to-cement ratio (0.35), high performance mortar and concrete are very prone to cracking as a result of autogenous shrinkage, resulting in a decreased durability, integrity and aesthetics of the structure. Superabsorbent polymers (SAPs) can be added as internal curing agents to reduce the autogenous shrinkage in cementitious mate-rials. In this paper, the influence of SAP addition on mitigating autogenous shrinkage in cement paste, high performance mortar and high performance concrete is investigated. Two different types of SAPs were added in varying amounts: one sulfonate based SAP with specifically selected properties, and a commercially available poly-acrylate based SAP. To study the effect of the SAP addition on the mitigation of autogenous shrinkage, corrugated tube tests in case of cement paste and mortar, and restrained ring tests for concrete were performed. The poly-acrylate based SAPs reduced the autogenous shrinkage after 7 days in the mortar mixtures with 97% compared to the reference without SAPs, whereas in the cement paste, the autogenous shrinkage after 7 days was completely mitigated. Although the mixtures with sul-fonate based SAPs did not show complete mitigation of the autogenous shrinkage, the shrinkage was sig-nificantly reduced for all cement pastes: increasing the amount of SAPs from 0.257 m% to 0.38 m% and 0.57 m% by weight of cement, lead to a reduction in the autogenous shrinkage after 7 days with 80%, 85% and 89% respectively. In mortar the reductions for the same amounts of SAPs were 19%, 20% and 70% respectively. Considering restrained shrinkage ring tests, the poly-acrylate based SAPs reduced the occurring strains significantly (-88%) compared to the reference and prevented the rings from cracking. For the sulfonate based SAPs, the moment of cracking was delayed and lower strains compared to the reference were observed. (c) 2021 Elsevier Ltd. All rights reserved.
机译:由于具有低水 - 水泥比(<0.35)的含量大量的细粒,高性能砂浆和混凝土由于自体收缩而易于破裂,导致耐久性,完整性和美学减少结构。超吸收性聚合物(SAPS)可以作为内固化剂加入,以减少水泥伴侣中的自生收缩。本文研究了SAP添加对水泥膏,高性能砂浆和高性能混凝土中缓解自生物收缩的影响。以不同的量添加两种不同类型的SAP:一种基于磺酸盐的SAP,具有特异性选择的性质,以及基于市售的聚丙烯酸酯的SAP。为了研究SAP添加对缓解自生收缩的缓解,在水泥浆料和砂浆的情况下进行瓦楞凿试验,并进行抑制混凝土的环形试验。基于聚丙烯酸酯的SAP在砂浆混合物中,与没有SAP的参照相比,在砂浆混合物中7天后减少了自生收缩,而在水泥浆料中,完全减轻了7天后的自生收缩。虽然具有硫酸酯基的SAP的混合物没有显示出完全减轻自生收缩,但对于所有水泥浆料,均匀降低的收缩量:将SAP的量增加到0.257m%至0.38m%和0.57m%(重量)增加水泥,导致7天后减少30%,85%和89%后的自生收缩。在砂浆中,相同量的SAP的减少分别为19%,20%和70%。考虑到受限制的收缩环试验,与参考文献相比,聚丙烯酸酯基的SAP显着降低了发生的菌株(-88%),并防止环裂化。对于基于磺酸盐的SAP,观察到与参考参考相比的裂缝的瞬间延迟,菌株较低。 (c)2021 elestvier有限公司保留所有权利。

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