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Smart Additives for Self-Curing Concrete

机译:用于自固化混凝土的智能添加剂

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Self-curing, or internal curing (IC), technology has been developed to counteract self-desiccation and autogenous shrinkage of high-strength/high-performance concrete (HSC/HPC), which is considered the "Achilles' hill" of HSC/HPC [1]. According to ACI [2], IC refers to the process by which the hydration of cement continues because of the availability of internal water that is not part of the mixing water; while the internal water is made available by the pore system in structural lightweight aggregate (LWA) that absorbs and releases water. Recently ACI defined internal curing as "supplying water throughout a freshly placed cementitious mixture using reservoirs, via pre-wetted lightweight aggregates, that readily release water as needed for hydration or to replace moisture lost through evaporation or self-desiccation" [3]. Both definitions address the use of pre-wetted LWA as a self-curing (or internal curing) agent. According to the definition of the RILEM Technical Committee TC-196 [4], IC implies introduction to the concrete mixture a component, which serves as a curing agent. This agent can be either a normal aggregate introduced into the concrete mixture in water-saturated state or a new component (for example, an additive or special aggregate). Similarly to the division accepted in external curing, RILEM TC-196 distinguishes between two categories of internal curing: (a) internal water curing (sometimes called "water entrainment"), when the curing agent performs as a water reservoir, which gradually releases water, and (b) internal sealing, when the curing agent is intended to delay/prevent loss of water from the hardening concrete. Although water-saturated porous aggregate is still the most popular material among IC agents, superabsorbent polymers (SAP), ceramic waste, recycled aggregate and wood-derived products show promising properties. In view of this, self-curing covers not only use of pre-wetted LWA, but also other methods of curing: water curing by means of variety of curing agents introduced in the concrete mix, and also the methods based on internal sealing. The recent achievements in methods and materials for self-curing are reviewed, and the future trends in development of self-curing concrete are discussed.
机译:自我固化或内部固化(IC),技术已经开发出抵消高强度/高性能混凝土(HSC / HPC)的自灭和自体收缩,这被认为是HSC的“阿基里斯山” HPC [1]。根据ACI [2],IC是指水泥水合的过程继续,由于不包括混合水的内部水的可用性;虽然内部水由孔系统在吸收和释放水的结构轻质聚集体(LWA)中提供。最近,ACI通过预湿润的轻质聚集体定义了内部固化作为“在新放置的水泥化混合物中供水,通过预湿润的轻质聚集体,即根据需要释放水合的水分或通过蒸发或自由化损失的水分”[3]。这两种定义都解决了预湿润的LWA作为自固化(或内固化)代理商。根据瑞姆技术委员会TC-196 [4]的定义,IC意味着混凝土混合物的介绍,该组分用作固化剂。该试剂可以是在水饱和状态或新组分(例如添加剂或特殊骨料)中引入混凝土混合物中的正常聚集体。与外部固化中接受的划分类似,瑞姆TC-196区分了两类内固化:(a)当固化剂作为水库时,内部水固化(有时被称为“水夹带”),逐渐释放出水(B)内部密封,当固化剂旨在延迟/防止来自硬化混凝土的水损失。虽然水饱和多孔聚集体仍是IC试剂中最流行的材料,超吸收性聚合物(SAP),陶瓷废物,再循环骨料和木材衍生的产品显示有前途的性质。鉴于此,自固化不仅涵盖使用预润湿LWA的,而且固化的其它方法:由多种固化在混凝土拌合料引入剂的手段水固化,并且还基于内部密封的方法。讨论了自我固化方法和材料的最新成果,讨论了自我固化混凝土的未来发展趋势。

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