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Published on: September 23, 2018
Quantification of Chlorides and Sulphates on Concrete Surfaces Using Portable X-ray Fluorescence. Optimization of the
Servando Chinchón-Payá1, Julio E Torres Martín1, Antonio Silva Toledo1
1Instituto Eduardo Torroja Ciencias de la Construcción (IETcc-CSIC), Calle de Serrano Galvache, 4, 28033 Madrid, Spain.
Portable X-ray fluorescence (XRF) accurately quantifies surface chlorides and sulphates in concrete structures. This in-situ method reduces costs and improves repair assessments by eliminating lab sampling.
Area of Science:
- Materials Science
- Civil Engineering
- Analytical Chemistry
Background:
- Reinforced concrete structures require accurate pathology assessment for effective repair.
- Surface contaminants like chlorides and sulphates are critical factors in concrete degradation.
- Traditional lab analysis of concrete samples can be time-consuming and costly.
Purpose of the Study:
- To develop and validate an in-situ method for quantifying surface chlorides and sulphates in concrete.
- To assess the accuracy and efficiency of portable X-ray fluorescence (XRF) analysis for concrete surface contaminants.
- To determine the optimal number of measurements for reliable error margins.
Main Methods:
- X-ray fluorescence (XRF) analysis using portable equipment on concrete specimens.
- Preparation of concrete prisms with varying concentrations of NaCl and Na2SO4.
- Monte Carlo simulations to establish the required number of random analyses for error control.
Main Results:
- Portable XRF provides accurate in-situ quantification of surface chlorides and sulphates.
- Six random analyses for sulphates and eight for chlorides ensure errors below 10% in 95% of cases.
- Coarse aggregate presence showed no significant influence on quantification accuracy.
Conclusions:
- Portable XRF is a reliable tool for in-situ concrete surface analysis.
- The method eliminates the need for laboratory sample transport, reducing inspection costs.
- Accurate, on-site data enables more efficient and cost-effective repair strategies for concrete structures.
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