Rakennustuoteteollisuus RTT

This part of EN 13126 specifies the requirements and test procedures for durability, strength, security and functionality of handles.This European Standard is applicable to Tilt and Turn, Tilt-First and Turn-Only hardware for use on windows and door-height windows.Handles may also be used on other opening types, e.g. on In-line Sliding, Tilt and Slide, Sliding Folding, horizontal and vertical-pivoting windows.

This European Standard specifies test methods needed for determination of characteristics for fixing offactory-made double skin metal faced insulating sandwich panels (hereafter sandwich panels) to substructure and for stabilization of substructure. The sandwich panels are for use in elements for both self-supporting and structural applications in roofs, in external and internal walls (including partitions) and in ceilings in buildings as well as those in cold store applications.NOTE The description of self-supporting sandwich panels is given in prEN 14509-1 and for structuralsandwich panels in FprEN 14509-2.

This document specifies test methods needed for determination of mechanical strength, building physical behaviour and durability of factory-made double skin metal faced insulating sandwich panels (hereafter sandwich panels) for use in elements for both self-supporting and structural applications in roofs, in external and internal walls (including partitions) and in ceilings in buildings as well as those in cold store applications.

This document establishes requirements for factory-made structural double skin metal faced insulating panels, intended for installation as elements with interlocking or overlapping longitudinal joints in the following applications:a) roofs (also for refurbishment);b) external walls and wall cladding (e.g. on brick walls for refurbishment or sandwich panels on liner trays);c) walls (including partitions) and ceilings within the building envelope.It is essential that structural double skin metal faced insulating sandwich panels according to this document (FprEN 14509-2) fulfil the requirements of EN 14509.This document (FprEN 14509-2) gives the basic rule for use of structural sandwich panels for structural applications including fixing of panels. The clarification of which application is structural needs to be given by national provisions. The stabilization parameters needed to contribute to stabilization of individual structural elements (supporting structure) as defined as structural class II according to EN 1993-1-3 are included.The insulating core materials covered by this document are rigid polyurethane, expanded polystyrene, extruded polystyrene foam, phenolic foam, cellular glass and mineral wool. For the stabilization purposes only, the following insulation core materials are covered rigid polyurethane, mineral wool, extruded polystyrene foam and expanded polystyrene foam.NOTE Polyurethane (PUR) includes polyisocyanurate (PIR).Due to durability performance reasons, only coated face material of steel faces is used (both organic and metallic coating). Uncoated steel is not used as steel face material. Uncoated stainless steel, aluminium and copper can be used in visible faces of sandwich panels.Panels with edge details that utilize different materials from the main insulating core are included in this document if there is no influence on mechanical performance of the panel.Panels used in cold store applications are included in this document. Panels, put on the market as a component of a cold storage room, building and/or building envelope kit are excluded.This document does not cover the following:- sandwich panels with a declared thermal conductivity for the insulating core greater than defined in the relevant harmonized European Standards for insulation materials;- products consisting of two or more clearly defined layers of different insulating core materials (multi-layered);- curved panels;- perforated panels;- fixings under permanent tension load for ceilings;- special type of fastening such as ‘T’ support for ceiling, threaded rods with clamps for wall, omega and clamps for wall and ceiling, injected joint with flashing and threaded rods for wall and ceiling;- fasteners.

This document specifies characteristics of factory-made vacuum insulation panels (VIP) intended to be used for the thermal insulation of buildings (roofs, walls, ceilings and floors).This document is applicable for all types of factory-made vacuum insulation panels (VIP), independent of the type of envelope (see 3.1.11), using the following core materials (see 3.1.10):— organic fibres;— inorganic fibres and particles (e.g. glass fibre, silica, etc.).This document is applicable for factory-made vacuum insulation panels (VIP) with or without desiccants (see 3.1.12) and with and without evacuation valve (3.1.14).The products covered by this document can be used in roofs, walls, ceilings and floors.This document specifies procedures for assessment and verification of constancy of performance (AVCP) of characteristics of factory-made vacuum insulation panels (VIP).This document does not cover products:— intended to be used for the thermal insulation of building equipment and industrial installations;— intended to be used for civil engineering works;— intended to be used as perimeter or foundation;— intended to be used for acoustic applications;— with a thermal resistance RD lower than 0,5 m2·K/W;— that contain getters (3.1.13);— that have protective layers (3.1.9).

Tässä standardissa esitetään varmuus- ja käyttölukon vaatimat upotukset puuoven ovilevyssä ja karmissa. Standardi sisältää lukkorungon ja vastalevyn upotuksien mitat ja sijoituksen tasareunaisessa ja huulletussa ovessa. Puuovien lukkoupotuksia on esitetty myös standardeissa SFS 5209 (RT 42-10312) “Puuovi, käyttölukon upotus” ja SFS 5210 (RT 42-10313) “Puuovi, välioven lukon upotus”.

Tässä standardissa esitetään käyttölukon vaatimat upotukset puuoven ovilevyssä ja karmissa. Standardi sisältää lukkorungon ja vastalevyn upotuksien mitat ja sijoituksen tasareunaisessa ja huulletussa ovessa.Puuovien lukkoupotuksia on esitetty myös standardeissa SFS 5208 (FIT 42-10311) “Puuovi, varmuus- ja käyttölukon upotus” ja SFS 5210 (RT 42-10313) “Puuovi, välioven lukon upotus”.

Tässä standardissa esitetään välioven lukon vaatimat upotukset puuoven ovilevyssä ja karmissa. Standardi sisältää lukkorungon ja vastalevyn upotuksien mitat ja sijoituksen tasareunaisessa ja huulletussa ovessa. Puuovien lukkoupotuksia on esitetty myös standardeissa SFS 5208 (RT 42-10311) “Puuovi, varmuus- ja käyttölukon upotus” ja SFS 5209 (RT 42-10312) “Puuovi, käyttölukon upotus”.

This part of ISO 29481 is the technical addition to the methodology set out in ISO 29481-1. It defines a specification to store, exchange and read IDM documents in a standardized and machine-readable way.

(1) This document defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking and acceleration actions and actions for accidental design situations.(2) Imposed loads defined in this document are applicable for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls, noise barriers, canopies etc., and their foundations. Where appropriate, the loads can also be considered as a basis for assessment or modification of existing structures in combination with complementary conditions if necessary.(3) The load models and values given in this document are also applicable for the design of retaining walls adjacent to roads and railway lines and the design of earthworks subject to road or rail traffic actions. This document also provides applicability conditions for specific load models.(4) This document is intended to be used with prEN 1990, the other parts of the EN 1991 series and the EN 1992 series to EN 1999 series for the design of structures.

1.1 Scope of EN 1991 1 2(1) The methods given in this Eurocode are applicable to buildings and civil engineering works, with a fire load related to the building and its occupancy.(2) EN 1991 1 2 deals with thermal and mechanical actions on structures exposed to fire. It is intended to be used in conjunction with the fire design Parts of EN 1992 to EN 1996 and EN 1999 which give rules for designing structures for fire resistance.(3) EN 1991 1 2 contains thermal actions either nominal or physically based. More data and models for physically based thermal actions are given in annexes.(4) EN 1991 1 2 does not cover the assessment of the damage of a structure after a fire.(5) EN 1991 1 2 does not cover supplementary requirements concerning, for example:- the possible installation and maintenance of sprinkler systems;- conditions on occupancy of building or fire compartment;- the use of approved insulation and coating materials, including their maintenance.1.2 Assumptions(1) In addition to the general assumptions of EN 1990 the following assumptions apply:- any active and passive fire protection systems taken into account in the design will be adequately maintained;- the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.

1.1 Scope of prEN 1992 1 2(1) This document deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with prEN 1992 1 1 and EN 1991 1 2. This document identifies differences from, or supplements to, normal temperature design.(2) This document applies to concrete structures required to fulfil a loadbearing function, separating function or both.(3) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.(4) This document applies to structures, or parts of structures, that are within the scope of prEN 1992 1 1 and are designed accordingly.(5) The methods given in this document are applicable to normal weight concrete up to strength class C100/115 and lightweight concrete up to strength class LC50/60.1.2 Assumptions(1) In addition to the general assumptions of prEN 1990 the following assumptions apply:- the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel or is given by the relevant national regulation;- any fire protection measure taken into account in the design will be adequately maintained.

This standard gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates together with specific rules for buildings, bridges and civil engineering structures, including temporary structures, under temperature conditions between –40 °C and +100 °C generally. It complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in EN 1990 Basis of structural and geotechnical design.EN 1992 is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.This Part 1-1 does not cover:- resistance to fire (see EN 1992-1-2),- fastenings in concrete (see EN 1992-4),- seismic design (see EN 1998),- particular aspects of special types of civil engineering works (such as dams, pressurevessels),- design with galvanised reinforcing steel,- structures made with no-fines concrete, aerated or cellular concrete, lightweight aggregateconcrete with open structure components,- structures containing structural steel sections (see EN 1994 for composite steel-concretestructures),- Structural parts made of concrete with D_lower < 8 mm, unless otherwise stated in the code.

This part of ISO 29481 Information Delivery Manual (IDM) specifies:• a data schema for exchanging the data required in specific data exchange scenarios during the building lifecycle in theextensible markup language (XML) schema format.• a classification system for IDM specifications.This part of ISO 29481 is intended to facilitate interoperability and reusability of IDM specifications. It promotes digital collaborationbetween actors in the construction process and provides a basis for accurate, reliable, repeatable and high-quality informationexchange.

1.1 Scope of prEN 1996 3(1) The scope of EN 1996-1-1 applies also to this this document.(2) This document provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:- walls subjected to vertical and wind loads;- walls subjected to concentrated loads;- shear walls;- basement walls subjected to lateral earth pressure and vertical loads;- walls subjected to lateral loads but not subjected to vertical loads.NOTE For those types of masonry structures or parts of structures not covered by (2), the design can be based on EN 1996-1-1.(3) The rules given in this document are consistent with those given in EN 1996-1-1, but are more conservative in respect of the conditions and limitations of their use.(4) The rules given in this document assume that concrete floors are designed according to EN 1992 1 1.(5) This document applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2.(6) The simplified calculation methods given in this document do not cover the design of double-leaf walls.(7) The simplified calculation methods given in this document do not cover the design for accidental situations.1.2 Assumptions(1) The assumptions of EN 1990 apply to this document.

(1) This document establishes principles and requirements for the safety, serviceability, robustness and durability of structures, including geotechnical structures, appropriate to the consequences of failure.(2) This document is intended to be used in conjunction with the other Eurocodes for the design of buildings and civil engineering works, including temporary structures.(3) This document describes the basis for structural and geotechnical design and verification according to the limit state principle.(4) Design and verification in this document are based primarily on the partial factor method.NOTE 1 Alternative methods are given in the other Eurocodes for specific applications.NOTE 2 The Annexes to this document also provide general guidance concerning the use of alternative methods.(5) This document is applicable for:— structural appraisal of existing construction;— developing the design of repairs, improvements and alterations;— assessing changes of use.(6) This document is applicable for the design of structures where materials or actions outside the scope of EN 1991 to EN 1999 are involved.NOTE In this case additional or amended provisions can be necessary.

Standardia sovelletaan lukkojen ja pintahelojen mekaanisen murronkestävyyden testauksessa.Lukoilla tarkoitetaan kiinteästi asennettavia lukkoja, riippulukkoja ja avainsäilöjä. Sähkömekaaniset lukot testataan normaalissa käyttötilassa.Standardissa määritellään:- testauksessa käytettävät koelaitteet ja työkalut,- käytännön murtokokeen, porauskokeen sekä tiirikointi- ja manipulointikokeen suorittaminen,- lukoilta vaadittava kestävyys standardissa SFS 7020 esitetyn luokittelun mukaisesti, sekä- vaatimukset testaajien ammattitaidolle ja testausraportin sisällölle.Testauksen kohteena voi olla joku tai jotkut lukon komponenteista: lukkorunko, vastalevy, avainpesä, pintahela, riippulukko tai kiinnike. Testattavan komponentin on kuitenkin testissä oltava olennainen osa lukkoa, joka on koottu muita komponentteja käyttäen ja asennettu koeklossiin.Komponentti voidaan testata osana kokonaisuutta, joka muodostuu testin tilaajan omista tai muiden valmistajien komponenteista. Tilaaja määrittelee, mitä ja minkä valmistajan tuotteita komponentin kanssa on tarkoitus käyttää.

Standardissa esitetään ne EN- standardien sisältämät, turvallisuus-, ympäristö- ja käyttöolosuhteista johtuvat vaatimukset sekä käytännön murronkestävyysvaatimukset, joita edellytetään oveen kiinteästi asennettavilta uppo- ja pintalukoilta lukkorunkoineen, vastalevyineen, avainpesineen ja pintaheloineen yleisissä käyttökohteissa sekä avainsäilöiltä ja riippulukoilta kiinnikkeineen.

This European Standard describes a method for assessing the resistance of wood-based panel products to attack by wood-destroying basidiomycete fungi growing in pure culture.The method is applicable to uncoated, rigid wood-based panel products. It is applicable to the determination of the decay resistance of wood-based panel products:— made from naturally durable materials;— made from materials treated with preservatives prior to manufacture;— treated with a preservative which is introduced during manufacture, for example as an additive to the adhesive;— treated with preservative after manufacture.NOTE 1 This method can be used in conjunction with an appropriate ageing procedure, for example EN 73 or EN 84.NOTE 2 Wood-based panel products that have received a preservative treatment after manufacture can be susceptible to attack through the cut edges of the test specimens and the decay resistance indicated can be less than that of complete panels used in service.Annex A (informative) contains a guidance on sampling.Annex B (normative) contains some methods of sterilization.Annex C (informative) contains information on the culture vessels.Annex D (informative) contains an example of a test report.Annex E (informative) contains information on the test fungi.

This European Standard specifies the calculation method, based on Life Cycle Assessment (LCA) and other quantified environmental information, to assess the environmental performance of a building, and gives the means for the reporting and communication of the outcome of the assessment. The standard is applicable to new and existing buildings and refurbishment projects.The standard gives:- the description of the object of assessment;- the system boundary that applies at the building level;- the procedure to be used for the inventory analysis;- the list of indicators and procedures for the calculations of these indicators;- the requirements for presentation of the results in reporting and communication;- and the requirements for the data necessary for the calculation.The approach to the assessment covers all stages of the building life cycle and is based on data obtained from Environmental Product Declarations (EPD), their "information modules" (prEN 15804) and other information necessary and relevant for carrying out the assessment. The assessment includes all building related construction products, processes and services, used over the life cycle of the building.The interpretation and value judgments of the results of the assessment are not within the scope of this European Standard.