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Comparative study on the properties of three hydraulic lime mortar systems: Natural hydraulic lime mortar, cement-aerial lime-based mortar and slag-aerial lime-based mortar

机译:三种水硬石灰砂浆体系性能的比较研究:天然水硬石灰砂浆,水泥-航空石灰基砂浆和矿渣-航空石灰基砂浆

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摘要

To evaluate the differences of properties between natural and artificial hydraulic lime mortars, the macro and micro properties of natural hydraulic lime (NHL2 and NHL5) mortars, white Portland cement-aerial lime-based (CL15 and CL25) mortars and slag-aerial lime-based (SL20 and SL40) mortars were studied through the examination of their physical and mechanical properties, environmental resistance properties, hardening mechanism and microstructure of lime mortars or pastes. The results show that the NHL mortars have preferable fluidity compared to the artificial CL and SL mortars, while the mechanical properties of artificial CL and SL mortars are advantageous compared to those of NHL mortar. In terms of environmental resistance, the water resistance of SL mortar is best, closely followed by the CL mortar, and the NHL mortar is relatively weak; moreover, CL mortar shows the best sulphate resistance, and SL mortar has the best alkali resistance. The hydration reaction (or pozzolanic reaction) and carbonization reaction could occur in the three kinds of hydraulic lime pastes, and the hydration reaction of the NHL and CL pastes mainly occur in the early stage of paste hardening (before 28 days), while the pozzolanic reaction of the SL paste reach a high degree at early hardening stage (28 days) and still maintains a certain reaction rate in the later period. The carbonation reaction process of the three kinds of lime pastes continues to the later period of the hardening, and the carbonation rate of SL pastes in the later stage would be obviously enhanced; furthermore, the carbonation degree of NHL paste is obviously higher than that of the CL and SL pastes. The different hydration-hardening process and mechanism of the three lime pastes lead to differences in the morphology and pore structure among them. There are more large-size pores in NHL5 paste (the pore volume in the range of pore diameter greater than 200 nm reaches 63.13%), while the pore size of the SL paste is relatively small (the pore volume in the range of pore diameter less than 100 nm reaches 44.15%). The porosity during the 180 days curing period was as follows: SL40 (27.32%) CL25 (29.65%) NHL5 (33.09%). (C) 2018 Elsevier Ltd. All rights reserved.
机译:为了评估天然和人工水硬石灰砂浆的性能差异,天然水硬石灰(NHL2和NHL5)砂浆,白色波特兰水泥-航空石灰基(CL15和CL25)砂浆和矿渣-航空石灰-的宏观和微观性能,通过检查石灰砂浆或浆状砂浆的物理和机械性能,耐环境性能,硬化机理和微观结构,研究了这种砂浆(SL20和SL40)。结果表明,与人造CL和SL砂浆相比,NHL砂浆具有更好的流动性,而与NHL砂浆相比,人造CL和SL砂浆的机械性能更为优越。在耐环境性方面,SL砂浆的耐水性最好,紧随其后的是CL砂浆,而NHL砂浆则相对较弱。此外,CL砂浆显示出最佳的耐硫酸盐性,而SL砂浆显示出最佳的耐碱性。三种水硬性石灰糊料都可能发生水合反应(或火山灰反应)和碳化反应,而NHL和CL糊料的水化反应主要发生在糊料硬化的早期(28天之前),而火山灰SL糊剂的反应在硬化的早期阶段(28天)达到很高的程度,而在后期仍保持一定的反应速率。三种石灰浆的碳化反应过程一直持续到硬化后期,后期SL浆的碳化速率明显提高。而且,NHL浆料的碳化度明显高于CL和SL浆料的碳化度。三种石灰糊的水合硬化过程和机理不同,导致它们的形态和孔结构不同。 NHL5糊剂中的大孔较多(孔径大于200 nm的孔体积达到63.13%),而SL糊剂的孔径较小(在孔径范围内的孔体积)小于100 nm达到44.15%)。在180天固化期间的孔隙度如下:SL40(27.32%)

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