1、 | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS 6463-103:1999 ICS 91.1
2、00.10 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Quicklime, hydrated lime and natural calcium carbonate Part 103: Methods for physical testingThis British Standard, having been prepared under the direction of the Sector Committee for Building and Civil Engineering, was pu
3、blished under the authority of the Standards Committee and comes into effect on 15 June 1999 BSI 06-1999 The following BSI references relate to the work on this standard: Committee reference B/516/11 Draft for comment 96/103274 DC ISBN 0 580 28255 4 BS 6463-103:1999 Amendments issued since publicati
4、on Amd. No. Date Comments Committees responsible for this British Standard The preparation of this British Standard was entrusted by Technical Committee B/516, Cement and lime, to Subcommittee B/516/11, Lime, upon which the following bodies were represented: Autoclaved Aerated Concrete Products Asso
5、ciation British Lime Association British Lime Forum Department of the Environment, Transport and the Regions English Heritage Mortar Producers Association Quarry Products AssociationBS 6463-103:1999 BSI 06-1999 i Contents Page Committees responsible Inside front cover Foreword ii 1 Scope 1 2 Normati
6、ve references 1 3 Definitions 1 4 Sampling 1 5 Determination of particle size distribution by air jet sieving 1 6 Determination of particle density 4 7 Determination of specific surface area 4 8 Determination of workability of lime putty 4 9 Test report 5 Annex A (informative) Typical test report 6
7、Annex B (normative) Details of the flow table 7 Annex C (informative) Location of physical test methods 10 Bibliography Inside back cover Figure 1 Typical air jet sieving apparatus 2 Figure B.1 Typical flow table and conical mould 8 Table 1 Quantity of material for sieving on a 200 mm diameter test
8、sieve 3 Table C.1 Physical test methods 10ii BSI 06-1999 BS 6463-103:1999 Foreword This part of BS 6463 has been prepared under the direction of Technical Committee B/516 Cement and lime. It supersedes BS 6463-3 and BS 6463-4, which are withdrawn. The first edition of BS 6463 was published in four p
9、arts dealing primarily with test methods for the types of lime used in the construction industry to support the specification for building lime in BS 890. The test methods were also applicable to lime for use in other industries, e.g. water treatment, food, agriculture, steel and chemical. The Europ
10、ean Committee for Standardization (CEN) has subsequently published a specification for building limes supported by methods of test. These European Standards have been implemented in the UK as DD ENV 459-1 and BS EN 459-2. In consequence BS 890:1995 refers to the test methods in BS EN 495-2 for build
11、ing lime. BS 6463 has been revised to complement BS EN 459-2 and now includes additional methods of test on limes for building applications and tests suitable for use when these materials are used for other purposes. This revision of BS 6463 is published in three parts, as follows: Part 101: Methods
12、 for preparing samples for testing; Part 102: Methods for chemical analysis; Part 103: Methods for physical testing. Part 101 gives methods for the production of samples of quicklime, hydrated lime, lime putty and natural calcium carbonate. Emphasis is placed on the necessity for the sample to be tr
13、uly representative of the bulk of the consignment from which it is taken. It adopts the method in BS EN 459-2 for the spot sampling of powders, milk of lime and lime putty for use in assessing conformity. Part 101 also adopts the method of BS 812:Section 103.1:1985 for preparing spot samples of gran
14、ular and lump natural calcium carbonate. Part 102 gives methods of chemical analysis of quicklime, hydrated lime, lime putty and natural calcium carbonate. The specifications calling up these methods indicate which are to be considered as the reference methods. The methods are written to be compatib
15、le as far as practicable with those given in the British Pharmacopoeia 1 and the Food Chemical Codex 2. This part gives methods of physical testing which have been found to be useful in the UK and which are outside the scope of BS EN 459-2 and of EN 12485, Chemicals used for treatment of water inten
16、ded for human consumption Calcium carbonate, high-calcium lime and half-burnt dolomite Test methods, being prepared by CEN/TC 164. It is planned to provide data on repeatability and reproducibility of the methods in this part when a proposed inter-laboratory test programme has been completed. It is
17、also planned to include a test method for the determination of the reactivity of ground quicklime intended for use in the autoclaved aerated concrete process, when the method currently used has been developed to give an acceptable level of repeatability. Annex C gives the new location of the methods
18、 previously published in BS 6463-3 and BS 6463-4:1987. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Standard does not of itself confer immunity from legal
19、 obligations. Summary of pages This document comprises a front cover, an inside front cover, pages i and ii, pages 1 to 10, an inside back cover and a back cover. BSI 06-1999 1 BS 6463-103:1999 1 Scope This part of BS 6463 describes methods for physical testing which have been found to be useful in
20、the UK and which are outside the scope of BS EN 459-2. 2 Normative references The following normative documents contain provisions which, through reference in this text, constitute provisions of this part of this British Standard. For dated references, subsequent amendments to, or revisions of, any
21、of these publications do not apply. For undated references, the latest edition of the publication referred to applies. BS 410:1986, Specification for test sieves. BS 812-2:1995, Testing aggregates Part 2: Methods for determination of density. BS 812-100:1995, Testing aggregates Part 100: General req
22、uirements for apparatus and calibration. BS 812-103.1:1985, Testing aggregates Section 103.1: Sieve tests. BS 1752:1994, Specification for laboratory sintered or fritted filters including porosity grading. BS 4359-1:1996, Determination of the specific surface area of powders Part 1: BET method of ga
23、s adsorption for solids (including porous materials). BS 4359-2:1982, Determination of the specific surface area of powders Part 2: Recommended air permeability methods. BS 6100-6, Glossary of building and civil engineering terms Part 6: Concrete and plaster. BS 6463-101, Quicklime, hydrated lime an
24、d natural calcium carbonate Part 101: Methods for preparing samples for testing. BS EN 196-1:1995, Methods of testing cement Part 1: Determination of strength. BS EN 196-6:1992, Methods of testing cement Part 6: Determination of fineness. BS EN 459-2, Building lime Part 2: Test methods. 3 Definition
25、s For the purposes of this part of BS 6463, the definitions in BS 6100-6, BS 6463-101 and the following definitions apply. 3.1 dry bulk density mass per unit volume of a material including both voids within it and between particles of it 3.2 apparent density mass per unit volume of a material includ
26、ing voids within it 4 Sampling Sample, prepare, pack and mark laboratory samples of quicklime, hydrated lime and natural calcium carbonate as described in BS 6463-101. 5 Determination of particle size distribution by air jet sieving 5.1 Principle The particle size distribution of powdered quicklime,
27、 hydrated lime and natural calcium carbonate fillers and powders is determined using the air jet sieving apparatus. For practical purposes, the method is applicable for sieve apertures of 45mm and larger for natural calcium carbonate and 53mm and larger for quicklime and hydrated lime. For powdered
28、quicklime, the method is suitable for particles which substantially pass a 2.0 mm test sieve. Quicklimes with a nominal particle size of greater than 2.0 mm should be tested using the “dry sieving” method described in BS 812:Section 103.1:1985, clause 7. For hydrated lime, the method determines the
29、particle size distribution of the agglomerates of very fine particles produced by the manufacturing process. For natural calcium carbonate powders and fillers, the method is suitable for plant or oven dried materials which substantially pass a 500mm test sieve. Natural calcium carbonate powders and
30、fillers with a nominal particle size of greater than 500mm should be tested using the “dry sieving” method described in BS 812:Section 103.1:1985, clause 7. 5.2 Apparatus 5.2.1 Air jet sieving apparatus, of the general form shown in Figure 1. The apparatus should be capable of giving a pressure diff
31、erence of approximately 2.0 kPa to 2.5 kPa across the sieves. 5.2.2 Test sieves, 200 mm diameter conforming to BS 410 and calibrated as described in BS 812-100. The aperture size of each sieve should be appropriate to the specification of the material to be tested. NOTE 1 The effective operation of
32、some makes of air jet apparatus may require non-standard sieve frames and additional gaskets. This is permissible, provided the sieving medium and general method of construction conform to BS 410. NOTE 2 Sieves used with quicklime and hydrated lime may require careful cleaning to remove any deposits
33、 which may build up on the sieving medium. Ultrasonic cleaning of sieves is recommended; acid washing should be avoided. If an ultrasonic bath is used the manufacturers instructions should be followed.2 BSI 06-1999 BS 6463-103:1999 1. Housing 7. Test sample 2. Dish 8. Oversize material 3. Sieve drum
34、 9. Undersize material 4. Lid 10. Air jet 5. Slit-nozzle 11. Air discharge 6. Sieve 12. Pressure gauge socket, with dust hood Figure 1 Typical air jet sieving apparatus 5.2.3 Trays, or other suitable containers of sufficient size to contain the test portion. NOTE Non-porous paper may also be used to
35、 collect the material brushed from each sieve. 5.2.4 Balance, of suitable capacity, readable to at least 0.1 % of the mass of the test portion. 5.2.5 Soft brush, for breaking up agglomerates. 5.2.6 Mallet (optional), rubber or plastics tipped (for use if there is a tendency for material to adhere to
36、 the lid of the apparatus). 5.2.7 Ventilated drying oven (optional), thermostatically controlled to maintain a temperature of (105 5)8C. 5.3 Preparation of test portion Reduce the sample of quicklime, hydrated lime or natural calcium carbonate submitted to the laboratory for testing using the proced
37、ures described in BS 6463-101 to produce a test portion with a mass which is in accordance with Table 1. For natural calcium carbonate powders which are not free-flowing, oven dry the test portion at a temperature of (105 5)8C to a mass which is constant to 0.1 % of the mass of the test portion over
38、 a period of one hour. BSI 06-1999 3 BS 6463-103:1999 Table 1 Quantity of material for sieving on a 200 mm diameter test sieve Nominal aperture size Quicklime and hydrated lime Natural calcium carbonate Approximate mass of charge g Maximum mass of residue g Approximate mass of charge g Maximum mass
39、of residue g 2.00 mm 80 40 240 120 1.70 mm 1.40 mm 1.18 mm 60 30 180 90 1.00 mm 850mm 710mm 600mm 40 20 120 60 500mm 425mm 355mm 300mm3 0 1 5 9 0 4 5 250mm 212mm 180mm 150mm2 0 1 0 6 0 3 0 125mm 106mm 90mm 75mm1 895 02 5 63mm # 53mm1 674 02 0 5.4 Procedure Determine the mass of the test portion and
40、record it to the readability of the balance (5.2.4). Select the test sieves required (5.2.2) in order of increasing aperture size. Fit the test sieve with the smallest aperture size onto the apparatus (5.2.1) and transfer all of the test portion onto the sieve mesh. Take care not to lose any of the
41、test portion. Fit the lid to the apparatus and turn it on. Check that the suction created is above the minimum value stated in the manufacturers instructions and that the slit nozzle is rotating. If material adheres to the lid of the apparatus, gently tap the centre of the lid with the mallet (5.2.6
42、). Do not tap any other part of the apparatus. If the material agglomerates under the action of the air jet, interrupt the sieving process, and break up the agglomerates on the sieve with the soft brush (5.2.5). After (5.0 0.2) min, switch off the apparatus and carefully remove the sieve. Transfer t
43、he material retained in the sieve and on the lid into a tray or other suitable container. Carefully clean the mesh of the sieve over the tray (or a large non-porous paper) using a soft brush. Determine the mass of the retained residue, including the material brushed from the sieve mesh and record th
44、e mass to the readability of the balance. Refit the sieve to the apparatus and transfer all of the retained residue back to the sieve mesh. Repeat the weighing and sieving stages until the sieving end point has been achieved and record the end point mass to the readability of the balance. The sievin
45、g end point is defined as being when not more than 0.2 % of the mass of the test portion passes the sieve in 1 min. To ensure that the sieve mesh is not overloaded, if the mass of the residue on the sieve exceeds half the appropriate mass of charge given in Table 1, subdivide the residue and sieve e
46、ach subdivision again separately. Add the mass of the subdivided residues together to give the total mass.4 BSI 06-1999 BS 6463-103:1999 Repeat the procedure with each successively larger test sieve. NOTE 1 The appropriate time for the initial sieving stage depends upon the nominal size of the mater
47、ial, the nature of the material, the size of the test sieve aperture and the mass of the test portion. The following values are given for guidance: powdered quicklime 90mm sieve 5 min hydrated lime 75mm sieve 5 min limestone filler 45mm sieve 3 min limestone powder 125mm sieve 2 min NOTE 2 For the p
48、urposes of routine production control, it is permissible to establish sieving times which ensure that the sieving end point is reached at the end of the initial sieving time. 5.5 Calculation and expression of results Calculate the percentage by mass passing the test sieve, P, from the equation: P =
49、1) 100 (m2 w) m where m is the mass of the test portion in grams (g); w is the mass of the residue retained on the test sieve in grams (g). Express the results as the percentage of the mass of the total sample passing each of the sieves, to the nearest whole number. 6 Determination of particle density Determine the particle density by the method described in BS EN 196-6:1992, annex NC for quicklime and hydrated lime. Use a method described in BS 812-2:1995, clause 5 for natural calcium carbonate, appropriate to the particle
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