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DURABILITY PROPERTIES OF ORDINARY, SLAG BLENDED AND ALKALI-ACTIVATED SLAG CEMENT MORTARS

机译:常规,炉渣和碱活性炉渣水泥砂浆的耐久性性能

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The presence of sulfate and chloride ions in soils and marine environments causes deterioration of reinforced concrete structures due to reinforcement corrosion and sulfate attack into concrete. The phase of the hardened cement paste, tricalcium aluminate (C_3A), that binds chloride ions and reduce its action is the same that can react with sulfate ions to form ettringite or gypsum and attack the concrete causing expansion and strength reduction. Several supplementary additions -as silica fume, fly ash, slags- are being used with Portland cement in order to reduce the permeability and increase the resistance to the ingress of aggressive ions. Recent advances have made possible to develop new high performance cementitious materials, as the chemically bonded ceramics, for example alkali-activated slag mortars. The purpose of this study was to evaluate the durability properties of Portland cement mortars made with addition of a Colombian ground granulated blast furnace slag (GGBS) and with the same GGBS but alkali-activated with 4% Na_2O waterglass (Na_2SiO_3.nH_2O + NaOH). The proportion of GGBS added ranged from 0 to 80% (w/w). Properties of compressive strength, water absorption, chloride ion penetration and sulfate resistance were determined. The obtained results were compared with those from a Spanish GGBS. In general the GGBS improves resistance to chemical attack of mortar by sulfates and reduce the diffusion of chloride ions. The diffusion rate can be decreased up to 95% compared to that of ordinary cement mortar. In presence of high levels of chlorides or sulfates 70% GGBS is recommended. The results also indicate that the resistance to chloride and sulfate ion penetration increase in alkali-activated slag mortars. These findings permit to conclude that the process of slag activation with waterglass improves the properties if compared with ordinary cement and slag mortars. Only when the slag addition is higher than 50% (w/w) its behavior properties are comparable than those obtained with alkali-activated GGBS.
机译:硫酸根离子和氯离子在土壤和海洋环境的存在导致的钢筋混凝土结构的劣化,由于钢筋腐蚀和硫酸盐侵蚀到混凝土。硬化水泥膏,铝酸三钙(C_3A)的相位,其结合氯离子,并降低其作用是可以与硫酸根离子反应,形成钙矾石或石膏和攻击造成混凝土的膨胀和强度降低是相同的。几个补充添加-as硅粉,飞灰,slags-正在与波特兰水泥,以降低渗透性和增加侵蚀性离子的进入的电阻使用。的最新进展使得可以开发新的高性能水泥材料,作为化学键合陶瓷,例如碱矿渣砂浆。本研究的目的是评价与另外一个哥伦比亚磨碎的粒状高炉矿渣(矿粉),并与同样的但矿粉碱激活用4%Na_2O水玻璃(Na_2SiO_3.nH_2O + NaOH)的波特兰水泥制成的砂浆的耐久性能。矿渣微粉的添加比例为0〜80%(重量/重量)范围内。测定的抗压强度,吸水率,氯离子渗透性和硫酸电阻特性。得到的结果与来自西班牙的矿渣微粉进行比较。一般而言,矿粉提高了硫酸盐到迫击炮的抗化学侵蚀性和减少氯离子的扩散。扩散速度可以比普通水泥砂浆可以减少高达95%。在高含量的氯化物或硫酸盐70%矿粉的存在建议。该结果也表明,对氯离子和硫酸根离子的渗透增加的阻力在碱矿渣砂浆。这些结果允许得出结论,如果用普通水泥和矿渣砂浆相比,与水玻璃矿渣激活的过程提高了性能。只有当炉渣除了是高于50%(重量/重量)其行为性质比用碱激活矿渣微粉获得的那些相当。

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