Effect of Metakaolin Addition on The Mechanical Performance and Durability of Granulated Blast Furnace Slag Based Geopolymer Mortar with Micro-Encapsulated Phase Change Materials

Bouha El Moustapha
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引用次数: 2

Abstract

Incorporating microcapsule phase change materials (MPCM) into geopolymer is one of the most successful solutions for enhancing building thermal comfort and replacing Portland cement-based materials. Although MPCM improves the thermal capacity of the cementitious matrix, whether it's made of cement or geopolymer, it presents a number of disadvantages in terms of mechanical and physical performance. Several researchers have pointed out that this scientific subject remains unresolved. The purpose of this study is to investigate the influence of 10% and 20% metakaolin (MK) inclusions on the mechanical properties and durability of geopolymer-MPCM mortars based on granulated blast furnace slag (GBFS) and to compare them with Portland cement-MPCM based mortars. The results show that the addition of two proportions of metakaolin is able to compensate well for the loss of mechanical strength associated with the addition of MPCM. Thus, up to 20% MPCM, the addition of metakaolin increases compressive strength by approximately 10 MPA. Compared to Portland-MPCM cement mortars, all geopolymer-MPCM mortars show higher compressive strength, better workability and lower porosity. Finally, in terms of durability evaluation, the resistivity measurements reveal that the risk of corrosion of the cement-based mortar on the steel bars is negligible, while the risk of corrosion of the geopolymer-based mortar on the steel bars is low.
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掺加偏高岭土对微囊化相变材料颗粒状高炉渣基地聚合物砂浆力学性能和耐久性的影响
在地聚合物中加入微胶囊相变材料(MPCM)是提高建筑热舒适性和取代硅酸盐水泥基材料的最成功的解决方案之一。尽管MPCM提高了胶凝基质的热容量,但无论是由水泥还是地聚合物制成,它在机械和物理性能方面都存在许多缺点。几位研究人员指出,这个科学问题仍未得到解决。本研究旨在探讨10%和20%偏高岭土(MK)夹杂物对基于粒状高炉矿渣(GBFS)的地聚合物- mpcm砂浆力学性能和耐久性的影响,并与硅酸盐水泥- mpcm砂浆进行比较。结果表明,两种掺量的偏高岭土都能很好地弥补因掺量的偏高岭土而造成的机械强度损失。因此,当MPCM含量达到20%时,偏高岭土的抗压强度可提高约10mpa。与波特兰- mpcm水泥砂浆相比,所有地聚合物- mpcm砂浆均具有更高的抗压强度、更好的和易性和更低的孔隙率。最后,在耐久性评价方面,电阻率测量结果表明水泥基砂浆对钢筋的腐蚀风险可以忽略不计,而地聚合物基砂浆对钢筋的腐蚀风险较低。
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