Influence of Moisture and Temperature of Calcium Silicate Bricks on Results of Measurements with Rebound Hammer

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Abstract:

Testing with rebound hammers is influenced by various factors, like composition and components of tested material, treatment of tested surface, moisture content of tested material, temperature of material and environment. Influence of these factors on measurement results during testing concrete is described in technical literature and standards. Calcium silicate body can be characterized as non-cement based fine grained concrete, however, with considerably higher water absorbing capacity compared to standard concrete: ca 12-14% (fine aggregate bonded by hydration products of lime). To use rebound hammers for testing calcium silicate bricks, influence of selected factors on measurement results was tested. It was proved, that content of moisture and temperature of calcium silicate brick has influence on results of measurements with rebound hammer, and therefore it is necessary to take into account these influences.

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352-355

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August 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. Brozovsky, Implementation of Non-Destructive Impact Hammer Testing Methods in Determination of Brick Strength., Applied Mechanics and Materials, Vol. 174-177 (2012).

DOI: 10.4028/www.scientific.net/amm.174-177.280

Google Scholar

[2] J. H. Bungey, The Testing of Concrete in Structures". Surrey University Press, 2 ed., London, p.367 (1989).

Google Scholar

[3] P. Klieger, A. R. Anderson, D. L. Bloem, E. L. Howard, Schlintz. : Discussion of test hammer provides new method of evaluating hardened concrete, In : Proceeding ACI J., Vol. 51, Issue 3, (1954).

DOI: 10.14359/11676

Google Scholar

[4] A. Pavlik, J. Dolezel : Non-destructive investigation of concrete stuctures, SNTL Prague, p.271, (1977), (in Czech).

Google Scholar

[5] C.H. WILLETTS, C. H. Investigation of the Schmidt concrete test hammer. Miscellaneous Paper. Vicksburg, Miss.: US Army Engineer Waterways Experiment Station, No 6 (1958) 267-269.

Google Scholar

[6] N. G. Zoldners : Calibration and Use of Impact Test Hammer, In : Proceedings, American Concrete Institute, Vol 54, (1957).

Google Scholar

[7] ASTM C805 Standard Test Method for Rebound Number of Hardened Concrete, ASTM International, United States, (2012).

Google Scholar

[8] CSN EN 12504-2 Testing concrete in structures - Part 2: Non-destructive testing - Determination of rebound number, Czech standart institute, Prague, (2002).

DOI: 10.3403/30397523

Google Scholar

[9] CSN 731373 Non-destructive testing of concrete - Determination of compressive strength by hardness testing methods, Czech standart institute, Prague, (2011).

Google Scholar

[10] ISO 1920-7 Testing of concrete - Part 7: Non-destructive tests on hardened concrete, International Organization for Standardization, Switzerland, (2004).

Google Scholar

[11] JGJ/T 23-2001 Technical Specification for Inspection of Concrete Compressive Strength by Rebound Method, Industrial standart, People Republic of China, (2001).

Google Scholar