BS 1902-10 1-1993 Methods of testing refractory materials - Investment casting shell mould systems - Determination of resistance to deformation at elevated temperatures《耐火材料试验方法 第1.pdf
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1、BRITISH STANDARD BS1902-10.1: 1993 Methods of testing Refractory materials Part10: Investment casting shell mould systems Section10.1 Determination of resistance to deformation at elevated temperaturesBS1902-10.1:1993 This British Standard, having been prepared under the directionof the Refractory P
2、roducts Standards Policy Committee, was published underthe authority of the Standards Board and comesintoeffect on 15 May1993 BSI 08-1999 The following BSI references relate to the work on this standard: Committee reference RPM/1 Draft for comment92/36027DC ISBN 0 580 21650 0 Committees responsible
3、for this British Standard The preparation of this British Standard was entrusted by the Refractory Products Standards Policy Committee (RPM/-) to Technical Committee RPM/1, upon which the following bodies were represented: British Ceramic Research Ltd. British Industrial Ceramic Manufacturers Associ
4、ation British Steel Industry Refractories Association of Great Britain Refractory Contractors Association Society of Glass Technology The following bodies were also represented in the drafting of the standard, through subcommittees and panels: British Investment Casting Trade Association Department
5、of Trade and Industry (National Engineering Laboratory) Institute of British Foundrymen Amendments issued since publication Amd. No. Date CommentsBS1902-10.1:1993 BSI 08-1999 i Contents Page Committees responsible Inside front cover Foreword ii 1 Scope 1 2 Principle 1 3 Apparatus 1 4 Test pieces 2 5
6、 Procedure 3 6 Draw back procedure 3 7 Calculation of results 3 8 Test report 6 Annex A (normative) Measurement of temperature distribution in thetestpiece 7 Annex B (normative) Calculation of stress/strain and load-bearing capacity/deflection 7 Annex C (normative) Presentation of results 8 Annex D
7、(normative) Calculation of standard deviation 8 Annex E (informative) Presentation of results 8 Figure 1 Test piece, showing application and bearing edges 2 Figure 2 Pattern for test piece 4 Figure 3 Load/deflection curve 5 Table 1 Stabilization times at typical test temperatures 3 Table C.1 Example
8、 of stress 8 Table C.2 Example of load/deflection 8BS1902-10.1:1993 ii BSI 08-1999 Foreword This Section of BS1902-10has been prepared under the direction of the Refractory Products Standards Policy Committee. It is one of a series of three covering the testing of investment casting shell mould syst
9、ems, as follows: Section10.1:Determination of resistance to deformation at elevated temperatures; Section10.2:Determination of permeability and standard air flow capacity at elevated temperatures; Section10.3:Determination of thermal profile. A British Standard does not purport to include all the ne
10、cessary 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 obligations. Summary of pages This document comprises a front cover, an inside front cover, pages i and ii, pag
11、es1 to8 and a back cover. This standard has been updated (see copyright date) and may have had amendments incorporated. This will be indicated in the amendment table on the inside front cover.BS1902-10.1:1993 BSI 08-1999 1 1 Scope This Section of BS1902-10describes a method for determining the resis
12、tance to deformation under constant loading rate, at elevated temperatures, of investment casting shell mould systems, thus providing a meaningful measurement of shell mould performance during casting operations. The test is applicable to all types of refractory shell moulds used in the investment c
13、asting industry. 2 Principle The test is designed to measure the hot deformation resistance of shell mould systems at relatively low levels of strain and is not therefore a test to failure. The resistance to hot deformation of a shell mould is a measure of its ability to resist shell mould wall move
14、ment at low strain levels at high temperature. Consequently two strain values are selected as the criteria for comparison:0.075% and0.25% strain. The stress levels at these strain values are thus ascertained from the test. This test essentially measures the intrinsic strength of the shell mould and
15、the result is not dependent on the mould thickness, which can vary considerably from operation to operation depending on the application. Thus materials for making shells, including binders, fillers and stuccos, can be readily compared. However, the test procedure also determines the load-bearing ca
16、pacity of the shell mould, which does depend on the mould thickness. Again this is determined at two levels of deformation. Two deflection levels are selected at0.2mm and0.5mm. Thus for the same composition of shell mould, the influence of the number of shell coats, as related to shell thickness, ma
17、y be discerned in relation to the ability to resist shell mould wall movement. Test pieces cut from an investment casting shell mould are placed on a test fixture located within a furnace which is already at a designated test temperature. After the test pieces have stabilized at the test temperature
18、, they are loaded at a constant rate until the higher of the two strain values is passed. If the test piece fractures before the upper strain level is reached, then the test stops and the lower strain level is utilized. During the test the load and deflection values are continuously recorded, allowi
19、ng an accurate characterization of the ability of the shell material to resist deformation under load at high temperature. 3 Apparatus 3.1 Test fixture, having two fixed lower bearing edges to support the test piece (the support bearing edges), and one moveable upper bearing edge for the application
20、 of the load (the load application edge). The three bearing edges shall be parallel to each other. The distance between the support bearing edges shall be76mm 1mm (see Figure 1), and the load application edge shall be placed centrally between them with an accuracy of2mm. These distances shall have b
21、een measured at room temperature to an accuracy of 0.5mm. The bearing edges shall have a radius of curvature of2.75mm 0.5mm and a length no less than25mm (see Figure 1). It shall be capable of applying a load (via the load application edge) normal to, and uniformly across, the centre of the test pie
22、ce and of increasing this load at a constant rate of5kg/min. NOTEThe bearing edges should be examined periodically (e.g.yearly) and replaced if they become flattened. 3.2 Load measuring system, capable of measuring the load throughout the test with a minimum accuracy of 5%, and calibrated over the f
23、ull range of the system at intervals of20% of full scale deflection. The interval of calibration shall not exceed10test batches or a period of3 months, whichever is the shorter (see4.1). 3.3 Deflection measuring system, capable of measuring the deflection of the test piece under load with a minimum
24、accuracy of5% within the range0mm to5mm, and calibrated over the full range of the system at intervals of1mm. The interval of calibration shall not exceed10 batches or a period of3months, whichever is the shorter (see4.1). 3.4 Furnace, capable of providing the overall heating of both the test fixtur
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