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CERAMIC TILES - GROUTS AND ADHESIVES - PART 2: TEST METHODS FOR ADHESIVES (ISO 13007-2:2005, IDT)
MS ISO 13007-2:2005
Status : Original
Format : PDF

This part of ISO 13007 specifies methods for determining characteristics for adhesives used in the installation of ceramic tiles. 
The following test methods are described:
determination ....Read more of open time (4.1);determination of slip (4.2);determination of shear adhesion strength (4.3); determination of tensile adhesion strength (4.4); determination of transverse deformation (4.5);
determination of chemical resistance (4.6). Close

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CERAMIC TILES - GROUTS AND ADHESIVES - PART 1: TERMS, DEFINITIONS AND SPECIFICATIONS FOR ADHESIVES (ISO 13007-1:2004, IDT)
MS ISO 13007-1:2005
Status : Original
Format : PDF

This Malaysian Standard is applicable to ceramic tile adhesives for internal and external tile installations on walls and floors. This part of ISO 13007 establishes the terminology, concerning the pro ....Read more ducts, working methods, application properties, etc., for ceramic tile adhesives. This part specifies the values of performance requirements for all ceramic tile adhesives [cementitious (C), dispersion (D) and reaction resin (R) adhesives]. This part does not contain criteria or recommendations for the design and installation of ceramic tiles. 
NOTE Ceramic tile adhesives can also be used for other types of tiles (natural and agglomerated stones, etc.), where these do not adversely affect the materials Close

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Ceramic tiles - Definitions, classification, characteristics and marking (First revision) (ISO 13006:2012, IDT)
MS ISO 13006:2014
Status : 1st Revision
Format : PDF

This Malaysian Standard defines terms and establishes classifications, characteristics and marking requirements for ceramic tiles of the best commercial quality (first quality). This Malaysian Standar ....Read more d is not applicable to tiles made by other than normal processes of extrusion or dry pressing. It is not applicable to decorative accessories or trim such as edges, corners, skirting, capping, coves, beads, steps, curved tiles and other accessory pieces or mosaics (i.e. any piece that can fit into an area of 49 cm2). Close

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GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF WATER FLOW CAPACITY IN THEIR PLANE (ISO 12958: 1999, IDT)
MS ISO 12958:2009
Status : Original
Format : PDF

This Malaysian Standard specifies a method for determining the constant-head water flow capacity within the plane of a geotextile or geotextile-related product. 
NOTE : If the full water flow c ....Read more apacity characteristics of the geotextile or geotextile-related product have previously been established, then for control purposes it can be sufficient to determine the water flow capacity at two loads and both gradients.
NOTE 2: The compressibility of the product over time will substantially influence the in-plane water flow capacity. A test method for assessing compressive creep behaviour of geotextiles or geotextile-related products is described in ENV 1897. The test report is judged in conjunction with the long-term compressive creep behaviour in order to assess the long-term flow capacity. Close

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GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF THE CHARACTERISTIC OPENING SIZE (ISO 12956: 1999, IDT)
MS ISO 12956:2009
Status : Original
Format : PDF

This Malaysian Standard specifies a method for the determination of the characteristic size of the openings of a single layer of a geotextile or geotextile-related product using the wet-sieving princi ....Read more ple. Close

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PETROLEUM PRODUCTS - DETERMINATION OF WATER - COULOMETRIC KARL FISCHER TITRATION METHOD (ISO 12937:2000, IDT)
MS ISO 12937:2009
Status : Original
Format : PDF

This Malaysian Standard specifies a method for the direct determination of water in petroleum products boiling below 390 °C. It covers the mass fraction range 0.003 % (m/m) to 0.100 % (m/m). It is no ....Read more t applicable to products containing ketones or to residual fuel oils. 
This Malaysian Standard may be applicable to lubricating base oils. However, the precision has not been established for these materials.

The precision given in clause 12 is based upon data obtained using dual-cell, dual-electrolyte systems.

NOTE 1 A number of substances and classes of compounds associated with condensation or oxidation-reduction reactions interfere in the determination of water by Karl Fischer titration. In petroleum products, the most common interferences are hydrogen sulfide and mercaptan sulfur, however, mass fractions of these below 0.003 % (m/m) as sulfur will not cause significant interference over the range 0.003 % (m/m) to 0.100 % (m/m) water. Other organic sulfur compounds commonly present s Close

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OPHTHALMIC OPTICS - SPECTACLE FRAMES - REQUIREMENTS AND TEST METHODS (ISO 12870:2004, IDT)
MS ISO 12870:2010
Status : Original
Format : PDF

This Malaysian Standard specifies fundamental requirements for unglazed spectacle frames designed for use with all prescription lenses, and is applicable to frames at the point of sale to the retailer ....Read more , by the manufacturer or supplier. 
It is applicable to all spectacle frame types including rimless mounts, semi-rimless mounts and folding spectacle frames. This standard is applicable to spectacle frames made from natural organic materials.

This standard is not applicable to complete custom-made spectacle frames or to products designed specifically to provide personal eye protection. Close

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Ophthalmic instruments - Retinoscopes (ISO 12865:2006, IDT)
MS ISO 12865:2010 (CONFIRMED:2015)
Status : 1st Confirmation
Format : PDF

This Malaysian Standard specifies minimum requirements and test methods for hand-held streak and spot retinoscopes for use in objective determination of the refractive errors of the eye.

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AGGREGATES FOR CONCRETE (SECOND REVISION)
MS EN 12620:2010, AMD. 1:2012
Status : Amendment 1
Format : PDF

The standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concrete. Its c ....Read more overs aggregates having an oven dried particle density greater than 2000 Mg/m3 (2000kg/m3) for all concrete, including concrete used in roads and other pavements and for use in precast concrete products. It also covers recycled aggregate with densities between 1.50 Mg/m3 (1500 kg/m3) and 2.00 Mg/m3 (2000 kg/m3) with appropriate caveats and recycled fine aggregate (4mm) with appropriate caveats. It also specifies that a quality control system is in place for use in factory production control and it provides for the evaluation of conformity of the products. This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for concrete. Close

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AGGREGATES FOR CONCRETE (SECOND REVISION)
MS EN 12620:2010
Status : 2nd Revision
Format : PDF

The Malaysian Standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in concr ....Read more ete. Its covers aggregates having an oven dried particle density greater than 2000 Mg/m3 (2000kg/m3) for all concrete, including concrete used in roads and other pavements and for use in precast concrete products. It also covers recycled aggregate with densities between 1.50 Mg/m3 (1500 kg/m3) and 2.00 Mg/m3 (2000 kg/m3) with appropriate caveats and recycled fine aggregate (4mm) with appropriate caveats. 
It also specifies that a quality control system is in place for use in factory production control and it provides for the evaluation of conformity of the products to this standard. This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for concrete.

NOTE 1 Aggregates used in construction should comply with all the re Close

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