首页> 外文期刊>Arabian Journal for Science and Engineering >Impact of Slag Content and Curing Methods on the Strength of Alkaline-Activated Silico-Manganese Fume/Blast Furnace Slag Mortars
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Impact of Slag Content and Curing Methods on the Strength of Alkaline-Activated Silico-Manganese Fume/Blast Furnace Slag Mortars

机译:矿渣含量和固化方法对碱活化硅锰烟气/高炉矿渣砂浆强度的影响

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In the reported study, the effect of slag content and curing methods on the strength development of alkaline activated (AA) silico-manganese fume (SiMnF (S)) and ground granulated blast furnace slag (GBSF (G)) blended mortar using NaOHaq and Na2SiO3aq was studied. The mixtures were prepared with 100% SiMnF (AAS(100)G(0)), i.e. control binder or 70% SiMnF plus 30% GBFS (AAS(70)G(30)), i.e. optimum binder and subjected to room-curing (C-R) (25 +/- 2 degrees C) and heat-curing (C-H) (60 degrees C for 24 h in oven) were examined. The raw materials and binders were characterized, while flow and compressive strength of mortar was evaluated. A linear increase in strength was noted in the room-cured specimens, regardless of binder type. The 3-day strength (42.6 MPa) of heat-cured AAS(70)G(30)C(H) specimens was 189 and 97% of the 3-day and 28-day strength, respectively, of room-cured specimens. However, a curing temperature beyond room-temperature did not favour the reaction of AAS(100)G(0) system due to high Mn/Ca ratio and carbonation. It is postulated that the addition of 30% GBFS contributed to the strength and stability in the development of AASG mortar. Heat-curing of AAS(70)G(30)C(H) resulted in highest early-age strength due to dense microstructure induced by conspicuous embedment of Ca ions to the skeletal framework thereby increasing the amorphousity of the binder.
机译:在报告的研究中,炉渣含量和固化方法对使用NaOHaq和NaOH的碱活化(AA)硅锰气雾(SiMnF(S))和高炉矿渣(GBSF(G))混合砂浆强度发展的影响。研究了Na2SiO3aq。用100%SiMnF(AAS(100)G(0))(即对照粘合剂)或70%SiMnF加30%GBFS(AAS(70)G(30))(即最佳粘合剂)制备混合物,并进行室温固化检查了(CR)(25 +/- 2摄氏度)和热固化(CH)(60摄氏度在烤箱中放置24小时)。表征了原料和粘结剂,同时评估了砂浆的流动性和抗压强度。在室温下固化的样品中,无论粘合剂类型如何,强度均呈线性增加。热固化的AAS(70)G(30)C(H)标本的3天强度(42.6 MPa)分别为室温固化标本3天和28天强度的189%和97%。但是,由于高的Mn / Ca比和碳化,超过室温的固化温度不利于AAS(100)G(0)体系的反应。据推测,添加30%GBFS有助于提高AASG砂浆的强度和稳定性。 AAS(70)G(30)C(H)的热固化导致高早期强度,这是由于Ca离子明显嵌入骨架中引起的致密微观结构,从而增加了粘合剂的非晶性。

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