Soluble Silicates as Additives for Self-Sealing and Self-Healing Concrete

MRS Proceedings Pub Date : 2016-01-01 DOI:10.1557/OPL.2016.7
L. D. Miron, M. E. L. Magaña
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Abstract

Tensile strength of concrete is limited and therefore is sensitive to crack formation. Steel reinforcement is added to bear the tensile forces; nonetheless, this does not completely omit crack formation. Repair of cracks in concrete is time-consuming and expensive. Self-sealing and self-healing of cracks upon appearance would therefore be a convenient property. We propose a mechanism to obtain self-repair of the concrete by adding soluble silicates (ASS) which will induce a self-sealing and self-healing process catalyzed by natural periods of wet and dry states of the concrete. Self-sealing approaches prevent the ingress of harsh chemical substances which may deteriorate the concrete matrix. This can be achieved by self-healing of concrete cracks (e.g. further cement hydration, calcium carbonate precipitation) and autonomous healing (e.g. further hydration of partially soluble silicates added as healing agents). The autogenous healing efficiency depends on the amount of deposited reaction products (ASS), its solubility (ratio of calcium to sodium silicate), the availability of water, and the crack width (restricted by adding microfibers). The self-sealing efficiency is generally evaluated by measuring the decrease in water permeability and air flow through the crack. The healing efficiency is usually evaluated by testing concrete´s regain in mechanical properties after crack formation; by reloading the cracked and autonomously healed specimen and comparing the obtained mechanical properties with the original ones. Self-sealing and self-healing of concrete gives a broad perspective and new possibilities to make future concrete structures more durable.
可溶性硅酸盐作为自密封自修复混凝土的添加剂
混凝土的抗拉强度有限,因此对裂缝的形成很敏感。添加钢筋以承受拉力;尽管如此,这并不能完全忽略裂纹的形成。混凝土裂缝的修补既费时又昂贵。因此,裂缝在出现时的自密封和自修复将是一种方便的特性。我们提出了一种机制,通过添加可溶性硅酸盐(ASS)来获得混凝土的自我修复,这将诱导混凝土的自然湿和干状态催化的自密封和自修复过程。自密封方法防止可能使混凝土基体变质的刺激性化学物质的进入。这可以通过混凝土裂缝的自愈(例如,进一步的水泥水化,碳酸钙沉淀)和自主愈合(例如,添加部分可溶性硅酸盐作为愈合剂的进一步水化)来实现。自愈合效率取决于沉积反应产物(ASS)的数量,其溶解度(钙与硅酸钠的比例),水的可用性和裂缝宽度(受添加微纤维的限制)。自密封效率一般是通过测量裂缝的透水性和空气流量的减少来评价的。通常通过测试混凝土在裂缝形成后力学性能的恢复来评估其愈合效率;通过对裂纹自行愈合的试件进行重新加载,并与原始试件的力学性能进行比较。混凝土的自密封和自修复为使未来的混凝土结构更加耐用提供了广阔的前景和新的可能性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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