首页> 外文会议>International RILEM TC 186-ISA workshop on internal sulfate attack and delayed ettringite formation >THE INFLUENCE OF SULFATE CONTENT IN CLINKER OR CEMENT AND CURING TEMPERATURE ON DEF-RELATED EXPANSION OF CONCRETE
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THE INFLUENCE OF SULFATE CONTENT IN CLINKER OR CEMENT AND CURING TEMPERATURE ON DEF-RELATED EXPANSION OF CONCRETE

机译:熟料含量对熟料含量的影响及固化温度对混凝土的除冰

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Cement pastes and concrete specimens were cured at 20°C or steam-cured up to 90°C. At curing temperature higher then 70°C, ettringite disappears and then forms again at later ages (DEF). Concretes manufactured at room temperature (20°C) do not show any form of DEF-related expansion independently of the SO_3 content of the clinker (1-2%) or the portland cement (2-4%). On the other hand, concretes steam-cured at 90°C and then kept under water show significant expansion related to DEF provided that the SO_3 content of the portland cement is relatively high (> 4%). The higher SO_3 content in the clinker phases (> 2%) or the presence of pre-existing cracks exacerbate the DEF-related expansion. Deposition of ettringite fibre crystals occurs in the pre-existing cracks or within the new microcracks. However, no clear evidence was found between the ettringite deposition and the width-change of the cracks. Curing at temperatures lower than 70°C is strongly recommended to avoid DEF-related risk. Blended cements with a lower SO_3 content should be used in case this limit in curing temperature cannot be safely ensured.
机译:水泥浆料和混凝土试样在20℃或蒸汽固化至90℃下固化。固化温度高于70°C,Ettringite消失,然后在后来的时代再次形成(Def)。在室温(20°C)下制造的混凝土不与熟料(1-2%)或波特兰水泥(2-4%)的SO_3含量独立于任何形式的无效膨胀。另一方面,在90℃下蒸汽固化的混凝土,然后保存在水下,显示出与DEF相关的显着膨胀,规定是波特兰水泥的SO_3含量相对较高(> 4%)。熟料阶段(> 2%)中的较高的SO_3含量或预先存在的裂缝的存在加剧了与粘合相关的膨胀。在预先存在的裂缝中或在新微裂纹中发生渗透钠纤维晶体。然而,在Ettringite沉积和裂缝的宽度变化之间没有发现明确的证据。强烈建议在低于70°C的温度下固化以避免与无效相关的风险。如果无法安全地确保固化温度下限,应使用具有较低SO_3含量的混纺水泥。

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