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Mechanical properties and durability of hemp-lime concretes

机译:麻石灰混凝土的机械性能和耐久性

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摘要

Hemp-lime concrete is a sustainable and carbon negative construction material. This paper investigates the effect of binder type on mechanical strength and durability (resistance to freeze-thaw, salt exposure and biodeterioration). It compares hemp-lime concretes made with a hydrated lime and pozzolan binder to those including hydraulic lime and cement. SEM analysis revealed abundant hydrates at the hemp interface of the strongly hydraulic commercial binder while the lime:pozzolan binders were mostly carbonated. Increasing binder hydraulicity enhances early strength development however, all concretes achieved similar compressive strengths at 1 year irrespective of the binder type. The concretes with lime:pozzolan binders are more sensitive to freeze:thaw action than those with more hydraulic binders. Salt exposure resulted in the precipitation of salt layers in the concrete however, this did not have a detrimental impact on the compressive strength of the concrete at 1 year. The results evidenced that hemp concrete is resistant to biodeterioration (7 month exposure). Finally, the addition of water retainer improved the early strength development and freeze:thaw resistance of the concrete with lime-pozzolan binder.
机译:麻石灰混凝土是一种可持续的碳负性建筑材料。本文研究了粘合剂类型对机械强度和耐久性(抗冻融性,盐暴露性和生物降解性)的影响。它比较了用熟石灰和火山灰粘合剂制成的麻石灰混凝土与包括水硬性石灰和水泥的那些。 SEM分析显示,在强水硬性工业粘合剂的大麻界面处有大量水合物,而石灰:火山灰粘合剂则大部分是碳酸的。粘合剂水硬性的提高促进了早期强度的发展,但是,无论粘合剂类型如何,所有混凝土在1年时均达到了相似的抗压强度。与使用水硬性粘结剂的混凝土相比,使用石灰:火山灰粘结剂的混凝土对冻融作用更敏感。盐分暴露导致混凝土中盐层的沉淀,但是,这对1年时混凝土的抗压强度没有不利影响。结果表明,大麻混凝土具有抗生物降解性(暴露7个月)。最后,添加保水剂可改善石灰-火山灰粘结剂对混凝土的早期强度发展和抗冻性。

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