Bouw

NEN 2767-2 bevat gebrekenlijsten waarmee bepaalde kenmerken van veelvoorkomende gebreken aan bouwdelen in gebouwen worden vastgelegd. Het gaat om de ernst van een gebrek, en in enkele gevallen om de intensiteit en/of de omvang van een gebrek. De gebrekenlijsten zijn gekoppeld aan bouwdelen volgens de basisstructuur die in NEN 2767-1 is vastgelegd.

In de gebrekenlijsten voor gebouwen wordt onderscheid gemaakt in de volgende disciplines:

bouwkunde (B);

werktuigbouwkunde (W);

elektrotechniek (E);

transporttechniek (T).

De gebrekenlijsten bevatten veelvoorkomende gebreken die van belang zijn voor het vaststellen van de technische staat (conditie) van een gebouw of bouwdeel. De gebreken die een relatie hebben met eventueel aanvullend uit te voeren facultatieve inspecties (zie bijlage C van NEN 2767-1), vormen een informatief onderdeel van deze gebrekenlijst. Ze worden ‘facultatieve’ gebreken genoemd.

(1) This document gives rules for the design of masonry structures for the accidental situation of fire exposure. This document only identifies differences from, or supplements to, normal temperature design.

(2) This document applies to structures, or parts of structures, that are within the scope of EN 1996-1-1 or EN 1996-3 and are designed accordingly.

(3) This document gives rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.

(5) This document does not cover masonry built with natural stone units according to EN 771-6.

(6) This document deals with:

—    non-loadbearing internal walls;

—    non-loadbearing external walls;

—    loadbearing internal walls with separating or non-separating functions;

—    loadbearing external walls with separating or non-separating functions.

(1) This document gives basic rules for the selection of materials and execution of masonry to enable it to comply with the design assumptions of the other parts of Eurocode 6.

(2) This document deals with ordinary aspects of masonry design and execution including:

—    selection of masonry materials;

—    factors affecting the performance and durability of masonry;

—    masonry detailing, joint finishes, movement joints, resistance of buildings to moisture penetration;

—    storage, preparation and use of materials on site;

—    execution of masonry;

—    masonry protection during execution;

(3) This document does not cover the following items:

—    aesthetic aspects;

—    applied finishes.

This document provides general rules for the design and verification of geotechnical structures.

This document is applicable for the design and verification of geotechnical structures outside the scope of prEN 1997-3:2022.

(1) This document is applicable to the design and verification of buildings and other structures in seismic regions. It gives general rules relevant to all types of structures, with the exception of special structures.

NOTE   Special structures belong to consequence class CC4, which is not fully covered by the Eurocodes. The categories of structures of consequence class CC4 where EN 1998, or parts of it, apply in a country can be provided by the relevant Authorities or can be found in the National Annex.

(2) This document provides basic performance requirements and compliance criteria applicable to buildings and civil engineering works in seismic regions.

(3) This document gives rules for the representation of seismic actions and the description of the design seismic situations. Certain types of structures, dealt with in other parts of EN 1998, need supplementary rules which are given in those relevant Parts.

(4) This document contains general methods for structural analysis and verification under seismic actions, including base-isolated structures and structures with distributed dissipative systems.

(5) This document 1 contains rules for modelling and verification of ultimate strengths and deformations.

This document provides specific rules to be applied for design and verification of geotechnical structures.

This document establishes general principles for the design and assessment of geotechnical systems in seismic regions. It gives general rules relevant to all families of geotechnical structures, to the design of foundations, retaining structures and underground structures and complements EN 1997-3 for the seismic design situation