首页> 外文会议>The International Conference on Durability of Concrete Structures(2008年混凝土结构耐久性国际学术会议)论文集 >EXTENSION OF SERVICE LIFE OF REINFORCED CONCRETE STRUCTURES BY SURFACE IMPREGNATION WITH SILANE
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EXTENSION OF SERVICE LIFE OF REINFORCED CONCRETE STRUCTURES BY SURFACE IMPREGNATION WITH SILANE

机译:硅烷表面浸渍延长了钢筋混凝土结构的使用寿命

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Service-life of steel reinforced concrete structures is often limited by penetration ofaggressive compounds into the porous structure of the cement-based material and subsequentdeteriorating chemical reactions. Moisture content and water migration play an important rolein almost all damage mechanisms in concrete. Capillary suction of water is a most efficientmechanism for transport of dissolved salts into the porous structure of concrete. Capillarysuction can be significantly reduced if not totally prevented by surface impregnation withliquid silane. Then ingress of aggressive ions such as sulphates,chlorides and ammoniumcompounds dissolved in water is minimized. In this contribution results of three research projects will be presented and discussed:(1) determination of the depth of penetration of silane in concrete and silicon resin profiles insurface treated concrete,(2) relation between the silicon resin profile and effectiveness of waterrepellent treatment as a chloride barrier,and (3) the effectiveness of surface impregnation ofchloride-contaminated concrete. It has been found that surface impregnation of concrete withliquid silane reduces the ingress of chlorides substantially. An efficient,reliable and durablechloride barrier can be established by deep impregnation (7 mm to 10 mm). When concrete isalready chloride contaminated the effectiveness of surface impregnation is to be tested beforeapplication of a protective measure.
机译:钢筋混凝土结构的使用寿命通常受到侵蚀性化合物渗透到水泥基材料的多孔结构中以及随后恶化的化学反应的限制。水分和水分迁移在几乎所有混凝土破坏机理中都起着重要作用。毛细管吸水是将溶解的盐运输到混凝土多孔结构中的最有效的机制。如果用液体硅烷进行表面浸渍不能完全防止,则可以显着减少毛细管抽吸。然后将溶解在水中的侵蚀性离子(例如硫酸根,氯化物和铵化合物)的侵入降至最低。在这项贡献中,将介绍和讨论三个研究项目的结果:(1)确定表面处理的混凝土中混凝土和硅树脂型材中硅烷的渗透深度,(2)硅树脂型材与防水处理效果之间的关系氯化物阻隔层;(3)受氯化物污染的混凝土表面浸渍的有效性。已经发现,用液体硅烷对混凝土进行表面浸渍可大大减少氯化物的进入。通过深浸(7毫米至10毫米),可以建立有效,可靠和持久的氯化物阻隔层。当混凝土已经被氯化物污染时,应在采取保护措施之前测试表面浸渍的有效性。

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