BS EN 459-2:2021 – TC:2022 Edition
$280.87
Tracked Changes. Building lime – Test methods
Published By | Publication Date | Number of Pages |
BSI | 2022 | 174 |
This document specifies the test methods for all building limes covered by EN 459?1 . They can also be applied to other lime materials, the standards for which call up these methods.
This document specifies in Table 2 the methods used for the chemical analyses and the determination of physical properties of building limes.
This document specifies the reference methods and, in certain cases, an alternative method which can be considered to be equivalent. In the case of a dispute, only the reference methods are used.
Any other methods may be used provided they are calibrated, either against the reference methods or against internationally accepted reference materials, in order to demonstrate their equivalence.
PDF Catalog
PDF Pages | PDF Title |
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1 | 30441020 |
97 | A-30396543 |
98 | undefined |
106 | 1 Scope 2 Normative references 3 Terms and definitions 4 Sampling 4.1 General 4.2 Sampling of powdered material |
107 | 4.3 Sampling of granular material 4.4 Sampling of lime putty and milk of lime 4.5 Preparation of the test portion |
109 | 5 General requirements for testing 5.1 Methods of chemical analysis 5.2 Number of tests |
110 | 5.3 Repeatability and reproducibility 5.4 Expression of masses, volumes, factors and results 5.5 Blank determinations 5.6 Reagents 5.7 Evaluation of test results 5.7.1 General 5.7.2 Test results for quicklime |
111 | 5.7.3 Test results for all other types 5.7.4 Test results for available lime 6 Chemical analysis 6.1 Extraction with hydrochloric acid (Reference method) 6.1.1 General 6.1.2 Principle 6.1.3 Reagents |
112 | 6.1.4 Apparatus 6.1.5 Procedure 6.2 Fusion with lithium tetraborate (Alternative method) 6.2.1 General 6.2.2 Principle 6.2.3 Reagents |
113 | 6.2.4 Apparatus 6.2.5 Procedure 6.3 Calcium oxide (CaO) and magnesium oxide (MgO) 6.3.1 General 6.3.2 Principle 6.3.3 Reagents |
114 | 6.3.4 Apparatus |
115 | 6.3.5 Procedure 6.3.6 Evaluation and expression of results |
116 | 6.4 Sulfate (expressed as SO3) 6.4.1 General 6.4.2 Principle 6.4.3 Reagents |
117 | 6.4.4 Apparatus 6.4.5 Procedure 6.4.6 Evaluation and expression of results |
118 | 6.5 Free water 6.5.1 General 6.5.2 Principle 6.5.3 Apparatus 6.5.4 Procedure |
119 | 6.5.5 Evaluation and expression of results 6.6 Volumetric determination of carbon dioxide (CO2) (reference method) 6.6.1 Principle 6.6.2 Reagents 6.6.3 Apparatus |
120 | 6.6.4 Procedure |
121 | 6.6.5 Calibration of the apparatus |
122 | 6.6.6 Evaluation and expression of results 6.7 Gravimetric determination of carbon dioxide (CO2) (alternative method) 6.7.1 Principle 6.7.2 Reagents |
123 | 6.7.3 Apparatus |
125 | 6.7.4 Procedure |
126 | 6.7.5 Evaluation and expression of results 6.8 Loss on ignition 6.8.1 General 6.8.2 Principle 6.8.3 Apparatus 6.8.4 Procedure |
127 | 6.8.5 Evaluation and expression of results 6.9 Available lime 6.9.1 General 6.9.2 Principle 6.9.3 Reagents |
128 | 6.9.4 Apparatus 6.9.5 Procedure 6.9.5.1 For quicklime 6.9.6 Sugar extraction 6.9.7 Determination for calcium lime |
129 | 6.9.8 Determination for lime with hydraulic properties 6.9.9 Evaluation and expression of results 7 Physical tests 7.1 Particle size by dry sieving 7.1.1 General 7.1.2 Principle 7.1.3 Apparatus |
130 | 7.1.4 Preparation of test portions 7.1.5 Procedure 7.1.6 Evaluation and expression of results |
131 | 7.2 Particle size by air-jet sieving 7.2.1 General 7.2.2 Apparatus |
132 | 7.2.3 Procedure |
133 | 7.2.4 Evaluation and expression of results 7.3 Bulk density 7.3.1 Apparatus |
135 | 7.3.2 Procedure 7.3.3 Evaluation and expression of results 7.4 Soundness 7.4.1 General |
136 | 7.4.2 For hydrated calcium lime and all types of lime with hydraulic properties 7.4.2.1 Reference method |
138 | 7.4.2.2 Alternative method |
139 | 7.4.2.3 For hydraulic lime with an SO3 content of more than 3 % and up to 7 % (cold water test) 7.4.3 For hydrated calcium lime, lime putty and hydrated dolomitic lime which include grains larger than 0,2 mm 7.4.3.1 Principle 7.4.3.2 Apparatus |
140 | 7.4.3.3 Material 7.4.3.4 Procedure 7.4.3.5 Test report 7.4.4 For quicklime, lime putty, dolomitic lime and hydrated dolomitic lime 7.4.4.1 Principle |
141 | 7.4.4.2 Apparatus 7.4.4.3 Preparation of specimens 7.4.4.4 Procedure 7.4.4.5 Evaluation |
143 | 7.5 Setting times 7.5.1 Principle 7.5.2 Laboratory, apparatus and materials 7.5.2.1 Laboratory 7.5.2.2 Apparatus and materials 7.5.3 Standard consistence test 7.5.3.1 Apparatus |
145 | 7.5.3.2 Procedure |
146 | 7.5.4 Setting time test 7.5.4.1 Apparatus 7.5.4.2 Determination of initial setting time |
147 | 7.5.4.3 Test report 7.5.4.4 Determination of final setting time 7.5.4.5 Test report 7.6 Reactivity 7.6.1 General 7.6.2 Apparatus |
148 | 7.6.3 Quality check of the test equipment 7.6.3.1 General 7.6.3.2 Determination of the water equivalent of the apparatus |
149 | 7.6.3.3 Determination of the heat flow of the Dewar vessel |
152 | 7.6.4 Sample preparation 7.6.5 Procedure 7.6.6 Evaluation and expression of test results 7.6.6.1 Reference procedure |
153 | 7.6.6.2 Alternative procedure 7.7 Yield 7.7.1 Slaking vessel |
154 | 7.7.2 Procedure 7.7.3 Evaluation and expression of results 7.8 Standard mortar by mass and water demand for values of flow and penetration 7.8.1 General |
155 | 7.8.2 Composition and preparation of standard mortar 7.8.2.1 Laboratory and equipment |
159 | 7.8.2.2 Mixing of mortar 7.8.2.3 Flow diameter |
160 | 7.8.3 Water demand for values of flow and penetration 7.9 Water retention 7.9.1 Principle 7.9.2 Apparatus 7.9.3 Preparation of specimen material 7.9.4 Procedure |
161 | 7.9.5 Evaluation |
162 | 7.10 Determination of air content 7.10.1 Apparatus |
163 | 7.10.2 Calibration of apparatus 7.10.2.1 General 7.10.2.2 Determination of the volume of the vessel 7.10.2.3 Calibration method 7.10.3 Preparation of test mortar 7.10.4 Procedure 7.10.5 Reporting of results |
164 | 7.11 Compressive strength 7.11.1 General 7.11.2 Modifications to EN 1961 7.11.2.1 Composition of mortar 7.11.2.2 Compaction of specimens |
167 | 7.11.2.3 Storage of specimens after demoulding 7.11.2.4 Rate of increase in compressive load |
168 | Annex A (informative)Example for the calculation of the results on sieving |
169 | Annex B (informative)Precision data for the test methods |