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AGGREGATE CEMENT REACTIONS IN MWI-BOTTOM ASH-BASED CONCRETE -A PETROGRAPHICAL ASSESSMENT

机译:MWI-Bottom灰基混凝土中的骨料水泥反应-岩相评估

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Municipal waste incineration in Flandres produces important volumes of bottom ashes per year. The residues are considered as potential aggregate substitutes. The only legislative requirement for their reuse is a low environmental impact risk. Secondary OPC-based dry concrete bricks containing MWI-bottom ashes have been investigated for their environmental impact potential and durability. Petrographical analyses revealed that the MWI bottom ashes contain refractory products, glass, soot, vesicular slags, metallic particles and composite slags. The vesicular texture of many slag-types is responsible for a high intraparticle porosity, an increased external roughness and a hygroscopic behaviour during mixing. This hampers homogeneous hydration of the cement. Some of the metallic grains tend to be very reactive: microcracking related to swelling has been observed around aluminium particles. SEM and EPMA analyses corroborated the petrographical observations by identifying successive layers of oxidised Al, Ca-Al-gel and hydrated salts, responsible for the swelling. In concrete mixtures using aged bottom ashes, the gel is partly or totally carbonated and the swelling reaction is suppressed. Apparently, the reaction starts with the formation of a Ca-Al-oxide/hydroxide-rich gel when the ashes are exposed to the atmosphere. When the gel gets into contact with sulphates or chlorides in the cement paste, the swelling is triggered. Ageing of the bottom ashes may suppress the reaction as CaO/Ca(OH)_2 in the gel will be carbonated during exposure to the atmosphere, decreasing the availability of Ca.
机译:法兰德斯的城市垃圾焚化每年产生大量的底灰。残基被认为是潜在的聚集体替代品。重复使用它们的唯一法律要求是低环境影响风险。已对包含MWI底部灰烬的基于OPC的干混凝土二级砖进行了研究,证明其对环境的潜在影响和耐久性。岩石学分析表明,MWI底灰包含耐火产品,玻璃,烟灰,囊状炉渣,金属颗粒和复合炉渣。许多矿渣类型的囊泡质地导致高的颗粒内孔隙率,增加的外部粗糙度和混合过程中的吸湿性。这阻碍了水泥的均匀水化。一些金属晶粒往往具有很高的反应活性:在铝颗粒周围观察到与溶胀有关的微裂纹。 SEM和EPMA分析通过确定造成膨胀的氧化Al,Ca-Al-凝胶和水合盐的连续层,证实了岩石学的观察结果。在使用老化的底灰的混凝土混合物中,凝胶被部分或全部碳酸盐化,并且抑制了溶胀反应。显然,当灰烬暴露于大气中时,反应开始于形成富含Ca-Al-氧化物/氢氧化物的凝胶。当凝胶与水泥浆中的硫酸盐或氯化物接触时,会引发溶胀。底部灰烬的老化可能会抑制反应,因为凝胶中的CaO / Ca(OH)_2在暴露于大气中会被碳酸盐化,从而降低了Ca的利用率。

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