Rakennustuoteteollisuus RTT

This document applies to all liquid-applied water impermeable products, based on polymer modified cementitious mortars, dispersions and reaction resin coatings, used beneath ceramic tiling, for external tile installations on walls and floors and in swimming pools.This document specifies the essential characteristics, the respective threshold levels and test methods for liquid-applied water impermeable products associated with tile adhesives.This document specifies the assessment and verification of constancy of performance, of liquid-applied water impermeable products beneath ceramic tiling.NOTE This document does not contain recommendations for the design and installation of ceramic tiles and grouts in combination with water impermeable products.

This document is applicable to the following three types of adhesives for ceramic tiles, i.e. cementitious ones for internal and external tile installations, dispersion and reaction resin ones for internal tile installations, on walls and floors.This document specifies the essential characteristics and the respective threshold levels of the adhesives for ceramic tiles.It also specifies the appurtenant test methods and the assessment and verification of constancy of performance (AVCP).NOTE This document does not provide criteria or recommendations for the design and installation of ceramic tiles.

This document specifies test methods for pull through resistance and shear resistance of fibre-cement profiled sheets for roofing and cladding. The results are only applicable to the fibre cement product and not to the complete fixing assembly.It applies only to products as delivered.The field of application for pull through resistance is defined in 7.6.The field of application for shear resistance is defined in 8.6.

This document specifies characteristics for individual plastic rooflights. These rooflights have translucent parts made of plastic materials (e.g. GF-UP, PC, PMMA, PVC) which serve the primary purpose of introducing daylight.This document applies to individual plastic rooflights with upstands made of e.g. GF-UP, PVC, steel, aluminium or wood and to individual plastic rooflights without upstand, intended for use on upstands. These individual plastic rooflights are intended for installation in flat and slightly inclined roofs.This document applies to individual plastic rooflights with a rectangular or circular ground plan (see Figures 1 and 2), with an opening span (width) or diameter not larger than 2,5 m and an opening length not larger than 3,0 m. This document does not cover rooflights which contribute to the load-bearing or stiffness of the roof itself.This document applies to individual plastic rooflights without upstand, where a single manufacturer provides all components of the rooflight and individual plastic rooflights with upstand, where a single manufacturer provides all components of the rooflight with upstand, which are bought in a single purchase.This document applies to rooflights with one or several translucent parts.Individual plastic rooflights can be opened by means of opening devices in one or more parts for ventilation.The possible additional functions of day to day ventilation, smoke and heat ventilation e.g. in case of fire in accordance with EN 12101 2 and roof access, are outside the scope of this document.This document does not apply to:— “Individual glass rooflights” acc. to prEN 1873 2 — “Continuous plastic rooflights” according to prEN 14963 1 and “Continuous glass rooflights” according to prEN 14963-2— “Roof windows” according to EN 14351 1NOTE An indicative list of provisions for a proper application, use and maintenance of individual plastic rooflights is presented in Annex A.

This document specifies characteristics for continuous plastic rooflights. These rooflights have translucent parts made of plastic materials (e.g. GF-UP, PC, PMMA, PVC) with and without filling material, with or without support elements, which serve the primary purpose of introducing daylight.This document applies to continuous plastic rooflights with upstands made of e.g. GF-UP, PVC, steel, aluminium, wood or concrete and to continuous plastic rooflights without upstand, intended for use on upstands. These continuous plastic rooflights are intended for installation in flat and slightly inclined roofs as prefabricated building elements.This document applies to continuous plastic rooflights when a single manufacturer provides all elements of the rooflight for assembly on the roof, which are bought in a single purchase.This document deals with continuous plastic rooflights manufactured as follows:a) with support elements:- symmetrical, angled, curved or flat (see Figures 1 and 4);- constructed with support elements parallel to the span and with a rectangular ground plan;b) without support elements:- symmetrical, angled or curved (see Figures 2 and 5) with an angle a not more than 45° (measured to the horizontal at the line of fixing, see Figure 3).This document applies to continuous plastic rooflights, including barrel vault rooflights, with a rectangular ground plan of plastic translucent part installed in roofs, with a minimum distance of b/3 (b = effective span of rooflights, corresponding to the light opening) between each other. The upstands may be self-supporting or non-self-supporting.This document does not apply to:- "Individual plastic rooflights" according to prEN 1873-1 and "Individual glass rooflights" according to prEN 1873-2;- "Roof hatches" according to prEN 1873-3;- "Continuous glass rooflights" according to prEN 14963-2;- "Roof windows" according to EN 14351-1.This document does not include calculation with regard to works, design requirements and installation techniques.The possible additional functions of day to day ventilation, smoke and heat exhaust ventilation e.g. in case of fire in accordance to EN 12101-2, roof access, and/or slinging point e.g. in accordance to EN 795 are outside the scope of this document.NOTE An indicative list of provisions for a proper application, use and maintenance of continuous plastic rooflights is presented in Annex A.Figures 1 to 5...

This part of prEN 13126 specifies requirements and test methods for durability, strength, security and function of espagnolettes and their striker plates for use on windows and door height windows.NOTE Espagnolettes are defined as a locking mechanism for windows and door height windows that usually have a maximum handle movement of 90°.This document does not include door bolts within the scope of EN 12051, or locks with latch and/or dead bolt within the scope of EN 12209 or multi-point locks within the scope of prEN 15885.

This document specifies a basic procedure for the identification of the petrographic type of natural aggregates. Precise petrographic identification, of technical mineralogy and petrography for civil engineering or specific end uses, requires further examination and is therefore excluded from the scope of this document.NOTE 1 A qualified geologist (petrographer), with experience of materials used in civil engineering and aware of the composition of the deposit, has sufficient skills to sample and name the rock.NOTE 2 For precise petrographic identification, a non-exhaustive list of reference literature is given in the Bibliography.This document covers only natural aggregates. It is used to describe massive rocks and unconsolidated rocks.Annex A provides guidance on the petrographic nomenclature by giving definitions of simple petrographic terms applicable to rock types used for aggregates.

This document specifies the reference methods used for type testing and in case of dispute, for the determination of particle density and water absorption of normal weight and lightweight aggregates. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the reference method has been established. For convenience, some of these other methods are also described in this document.The reference methods for normal weight aggregates are:- a wire basket method for aggregate particles retained on the 31,5 mm sieve (Clause 7, except for railway ballast which uses Annex B);- a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve (Clause 8);- a pyknometer method for aggregate particles passing the 4 mm test sieve and retained on the 0,063 mm test sieve (Clause 9).In Clauses 7, 8 and 9, three different particle density parameters (oven-dried particle density, saturated and surface-dried particle density and apparent particle density) and water absorption are determined after a soaking period of 24 h. In Annex B, the oven-dried particle density parameter is determined after soaking in water to constant mass.For aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve, the wire basket method in Clause 7 can be used as an alternative to the pyknometer method in Clause 8.NOTE 1 The wire basket method can also be used for single aggregate particles retained on the 63 mm sieve.NOTE 2 The pyknometer method described in Clause 8 can be used as an alternative for aggregates passing the 4 mm sieve and retained on the 2 mm sieve.The reference methods for lightweight aggregates are:- a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve (Annex C). Three different particle density parameters (oven-dried particle density, saturated and surface-dried particle density and apparent particle density) and water absorption are determined after pre-drying and a soaking period of 24 h;- a method for aggregate particles passing the 4 mm test sieve, mixed with water and filtered in a Büchner funnel (Annex D). The three particle densities and water absorption are determined using a vacuum in the range of 50 mbar to 100 mbar for at least five minutes.Three other methods for normal weight aggregates can be used to determine the pre-dried particle density, as specified in normative Annexes A and H:- a wire basket method for aggregate particles passing the 63 mm test sieve and retained on the 31,5 mm test sieve (A.3);- a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 0,063 mm test sieve (A.4);- a pyknometer method for aggregate particles passing the 31,5 mm test sieve, including the 0/0,063 mm size fraction (Annex H).NOTE 3 If water absorption is less than about 1,5 %, the apparent particle density can be assessed using the pre-dried particle density method as defined in Annex A.The quick method in normative Annex E can be used in factory production control to determine the apparent particle density of lightweight aggregates.The method in informative Annex F can be used to determine the particle density and water absorption of aggregates particles passing the 4 mm test sieve.Data on the density of water at various temperatures is specified in normative Annex G.Guidance on the significance and use of the various density and water absorption parameters is given in informative Annex I.Annex J (informative) contains precision data.

1.1 Scope of EN 1993 1 1(1) EN 1993 1 1 gives basic design rules for steel structures.(2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter "B" after the paragraph number, thus ( )B.1.2 Assumptions(1) The assumptions of EN 1990 apply to EN 1993 1 1.(2) EN 1993 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), the parts of EN 1992 to EN 1999 where steel structures or steel components are referred to within those documents, EN 1090 2, EN 1090 4 and ENs, EADs and ETAs for construction products relevant to steel structures.

This document specifies the reference method used for type testing and in cases of dispute, for the determination of the methylene blue value of the 0/2 mm fraction in fine aggregates or all-in aggregates (MB). It also specifies the reference method for the determination of the methylene blue value of the 0/0,125 mm fraction (MBF) in Annex A. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the suitable reference method has been established.A conformity check, adding a single quantity of dye solution equivalent to a specified limiting value and which can be used as part of a production control process, is described in informative Annex B.Annex C specifies the preparation of 10 g/l methylene blue solution and Annex D specifies the procedure for the determination of the methylene blue value of kaolinite (MBk). Annexes C and D are normative.An example of a test data sheet is given in informative Annex E.WARNING - The use of this part of EN 933 can involve hazardous materials, operations and equipment (such as dust, noise and heavy lifts). It does not purport to address all of the safety or environmental problems associated with its use. It is the responsibility of users of this document to take appropriate measures to ensure the safety and health of personnel and the environment prior to application of the standard, and fulfil statutory and regulatory requirements for this purpose.

This document specifies requirements and methodologies for infrared thermographic services for detection of heat, air and moisture irregularities in buildings that help users to specify and understand (i) the extent of thermographic services required, (ii) the type and condition of equipment that must be used, (iii) the qualifications of equipment operators, image analysts, and report authors and those making recommendations (iv) the requirements for reporting results, and (v) have a guide to understanding and utilizing the final results stemming from provision of the thermographic services This part of ISO 6781 is applicable to the general procedures for infrared thermographic methods as may be applied to residential, commercial, and institutional & special use buildings.