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Geopolymer Coating of Bacteria-containing Granules for Use in Self-healing Concrete

机译:用于自修复混凝土的含细菌颗粒的地聚合物涂层

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摘要

Concrete structures are often reinforced with steel. In order for the reinforcement to take over tensile forces, concrete has to crack. Through such cracks, water and compounds that are harmful to concrete can enter. This can cause durability issues like leakage, concrete degradation and reinforcement corrosion. In situ repair of cracks is often labour-intensive and inefficient. Preferentially, cracks are autonomously healed from the inside out in an early stage, preventing the ingress of water. This can be achieved by incorporating healing agent particles composed of nutrients and bacterial spores into the concrete matrix. The bacteria will germinate when water is available, plugging cracks with calcium carbonate. However, a coating is needed to protect the water-soluble healing agent from water during mixing. In order to allow the bacteria access to water for activation after the concrete has hardened, such a coating should break whenever a crack occurs in the concrete. Therefore, it should adhere well to the concrete matrix. It is possible to achieve this by protecting the particles with a brittle geopolymer coating. For this study, healing agent particles are coated with geopolymers following different mixture recipes. Metakaolin is used as an aluminosilicate source and sodium silicate as well as sodium aluminate are used as activator liquids. The particles are coated by granulation in a low-shear granulator. In order to improve the coating process, the operating window and the granulation mechanism are determined for all activator liquids used. Leaching and strength tests are performed and coated particles are incorporated in cement paste in order to determine the feasibility of application of the particles in concrete. Results show that the prepared particles are better protected from leaching than untreated particles. Using a high pressure single-fluid nozzle to improve nebulisation when coating produces more particles of the desired size than coating with a low pressure single-fluid nozzle with poor nebulisation. Furthermore, particles prepared with a high pressure nozzle sprayer perform better when incorporated into cement paste than particles prepared with a low pressure nozzle sprayer.
机译:混凝土结构通常用钢加固。为了使钢筋承受拉力,混凝土必须开裂。通过这种裂缝,水和对混凝土有害的化合物会进入。这可能导致耐久性问题,例如泄漏,混凝土降解和钢筋腐蚀。裂纹的现场修复通常是劳动密集型的并且效率低下。优选地,裂缝在早期由内而外自动修复,从而防止水进入。这可以通过将由养分和细菌孢子组成的治疗剂颗粒掺入混凝土基质中来实现。可用水时,细菌会发芽,并用碳酸钙堵塞裂缝。然而,需要涂层以在混合过程中保护水溶性愈合剂免受水侵害。为了使细菌在混凝土硬化后能够进入水中进行活化,每当混凝土中出现裂缝时,这种涂层都应破裂。因此,它应该很好地粘附到混凝土基质上。通过用易碎的地质聚合物涂层保护颗粒可以实现这一目的。在本研究中,按照不同的混合配方,将愈合剂颗粒涂上了地聚合物。偏高岭土用作铝硅酸盐源,硅酸钠和铝酸钠用作活化剂液体。通过在低剪切造粒机中造粒来涂覆颗粒。为了改善涂覆过程,为所有使用的活化剂液体确定了操作窗口和制粒机理。进行浸出和强度测试,并将涂覆的颗粒掺入水泥浆中,以确定将颗粒应用于混凝土的可行性。结果表明,与未处理的颗粒相比,所制备的颗粒具有更好的浸出保护作用。与涂层雾化较差的低压单流体喷嘴的涂层相比,当涂层产生更多所需尺寸的颗粒时,使用高压单流体喷嘴可改善雾化效果。此外,当用高压喷嘴喷雾器制备的颗粒掺入水泥浆中时,其性能要比用低压喷嘴喷雾器制备的颗粒更好。

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