Sulfate Attack of Cement-Based Material with Limestone Filler Exposed to Different Environments

被引:0
作者
Xiaojian Gao
Baoguo Ma
Yingzi Yang
Anshuang Su
机构
[1] Harbin Institute of Technology,School of Materials Science and Engineering
[2] Wuhan University of Technology,Key Laboratory of Silicate Materials Science and Engineering of Ministry of Education
来源
Journal of Materials Engineering and Performance | 2008年 / 17卷
关键词
cement-based material; limestone filler; sulfate attack; temperature; thaumasite;
D O I
暂无
中图分类号
学科分类号
摘要
Mortar prisms made with OPC cement plus 30% mass of limestone filler were stored in various sulfate solutions at different temperatures for periods of up to 1 year, the visual appearance was inspected at intervals, and the flexural and compressive strength development with immersion time was measured according to the Chinese standard GB/T17671-1999. Samples were selected from the surface of prisms after 1 year immersion and examined by x-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), laser-raman spectroscopy and scanning electron microscopy (SEM). The results show that MgSO4 solution is more aggressive than Na2SO4 solution, and Mg2+ ions reinforce the thaumasite sulfate attack on the limestone filler cement mortars. The increase of solution temperature accelerates both magnesium attack and sulfate attack on the limestone filler cement mortar, and leads to more deleterious products including gypsum, ettringite and brucite formed on the surface of mortars after 1 year storage in sulfate solutions. Thaumasite forms in the mortars containing limestone filler after exposure to sulfate solutions at both 5 °C and 20 °C. It reveals that the thaumasite form of sulfate attack is not limited to low-temperature conditions.
引用
收藏
页码:543 / 549
页数:6
相关论文
共 55 条
[1]  
Poitevin P.(1999)Limestone Aggregate Concrete, Usefulness and Durability Cem. Concr. Compos. 21 89-97
[2]  
Tsivilis S.(2003)The Permeability of Portland Limestone Cement Concrete Cem. Concr. Res. 33 1465-1471
[3]  
Tsantilas J.(2003)SCC Mixes with Poorly Graded Aggregate and High Volume of Limestone Filler Cem. Concr. Res. 33 1279-1286
[4]  
Kakali G.(1999)A Study on the Parameters Affecting the Properties of Portland Limestone Cements Cem. Concr. Compos. 21 107-116
[5]  
Chaniotakis E.(1999)Performance of Portland Limestone Cements in Mortar Prisms Immersed in Sulfate Solutions at 5°C Cem. Concr. Compos. 21 129-137
[6]  
Sakellariou A.(1999)Thaumasite Formation in Portland-limestone Cement Pastes Cem. Concr. Res. 29 1331-1340
[7]  
Violeta B.B.(2000)The Formation of Thaumasite in a Cement:lime:sand Mortar Exposed to Cold Magnesium and Potassium Sulfate Solutions Cem. Concr. Compos. 22 209-222
[8]  
Tsivilis S.(2000)Nature of the Thaumasite Sulfate Attack Mechanism in Field Concrete Cem. Concr. Res. 30 529-533
[9]  
Chaniotakis E.(2003)Thaumasite in Orange County, Southern California: An Inquiry into the Effect of Low Temperature Cem. Concr. Compos. 25 1161-1164
[10]  
Badogiannis E.(2005)Thaumasite Formation in Limestone Filler Cements Exposed to Sodium Sulphate Solution at 20°C Cem. Concr. Compos. 27 77-84