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Strategies for optimizing mineral corrosion protection mortars used in a sea-water environment

机译:优化海水环境中矿物腐蚀防护迫击炮的策略

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Corrosion protection is absolutely essential for offshore steel constructions. As an alternative to the conventional corrosion protection systems, a thin layer of high-performance mortar (HPM) could be applied around the steel tower to protect it against the harsh marine conditions. In order to produce such a mineral system, a dense mortar with a high durability against chlorides, frost and abrasion should be designed. Furthermore, the application techniques of the corrosion protection systems require a mortar with high fluidity and high segregation resistance. This is achieved by using a high content of cement and through the addition of pozzolanic additives, such as fly ash and silica fume. However, the risk of autogenous shrinkage also rises with the increasing content of cement and silica fume, leading to microcracks in the mineral corrosion protection layer. The occurrence of cracks ultimately leads to an increased chloride and water ingress. The main objective of this research work is to improve the shrinkage behaviour of the HPM by using several admixtures. In addition to superabsorbent polymers (SAP), the effects of a shrinkage-reducing admixture (SRA) were investigated. Some conclusions were drawn about the effects of these admixtures based on the linear shrinkage strain, which was measured using a shrinkage cone. Furthermore, it is supposed that the SAPs have a positive influence on the mortar's durability by interrupting the capillary pore structure in the hardened mortar. After hydration, the initial water-filled SAPs leave small well-distributed pores inside the hardened cement, thereby increasing the resistance against water and chloride ingress. Moreover, the remaining air voids provide additional room to accommodate the volume increment during frost periods. Both, the reductions of the autogenous shrinkage and the increased resistance against ingress of chlorides and water will be discussed in this paper.
机译:耐腐蚀保护对于海上钢铁结构绝对必不可少。作为传统腐蚀保护系统的替代方案,可以在钢塔周围施加一层高性能砂浆(HPM),以防止苛刻的海洋状况。为了生产这种矿物系统,应设计具有耐氯化物,霜冻和磨损的高耐久性的致密砂浆。此外,腐蚀保护系统的应用技术需要具有高流动性和高偏析抗性的砂浆。这是通过使用高含量的水泥来实现的,并通过加入粉煤灰和二氧化硅烟雾等波佐添加剂来实现。然而,随着水泥和二氧化硅烟雾的含量增加,自生收缩的风险也随着矿物腐蚀保护层的微裂纹而上升。裂缝的发生最终导致氯化物和水进入增加。本研究工作的主要目标是通过使用多种混合来改善HPM的收缩行为。除了超吸收性聚合物(SAP)之外,研究了收缩减少混合物(SRA)的影响。基于线性收缩菌株的这些混合物的作用绘制了一些结论,其使用收缩锥测量。此外,假设SAP通过中断硬化砂浆中的毛细血管孔结构对砂浆的耐久性具有积极影响。水合后,初始充水的SAP在硬化水泥内留出小的分布孔,从而增加了抗水和氯化物进入的抗性。此外,剩余的空气空隙提供额外的房间以在霜冻时段期间容纳体积增量。本文将讨论均,在本文中讨论了自体收缩的减少和对氯化物和水进入的增加的抗性。

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