The Influence of Dry Hydrated Limes on the Fresh and Hardened Properties of Architectural Injection Grout

被引:4
|
作者
Padovnik, Andreja [1 ]
Bokan-Bosiljkov, Violeta [1 ]
机构
[1] Univ Ljubljana, Fac Civil & Geodet Engn, Jamova 2, SI-1000 Ljubljana, Slovenia
关键词
architectural injection grout; dry hydrated lime; particle density; specific surface area; workability; porosity; mechanical properties; MORTARS; WATER; MICROSTRUCTURE; CONSERVATION; PERFORMANCE; CARBONATION; MECHANISM; CONCRETE; BEHAVIOR;
D O I
10.3390/ma14195585
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Dry hydrated lime is an air binder often used in architectural injection grouts. This study compared the influences of three commercially available dry hydrated limes on the injection grouts' workability and mechanical properties. The main differences between the limes were in their chemical and mineralogical composition and Blaine specific surface area. The grouts were composed of dry hydrated lime, finely ground limestone filler, water, and super plasticiser. Subsequent results obtained revealed that the Blaine specific surface area is not directly related to the fresh grout properties. Grain size distribution and shape of lime particles and their aggregates in the water suspension are key parameters influencing the following fresh grout properties: fluidity, injectability, the mixture's stability, and water retention capacity. However, the lime injection grouts' mechanical strengths were higher in relation to an increase in the content of portlandite and the Blaine specific surface area of the dry hydrate.
引用
收藏
页数:15
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