Full display

show table of content
  • Abstract:
    This part of DIN 4223 specifies the principles and requirements for the ultimate limit state and serviceability limit state of prefabricated reinforced components of autoclaved aerated concrete and structures, which are partly or fully assembled with this components. It specifies the National Determined Parameter (partial safety factors) which in DIN EN 12602 for national choice to be constructed in Germany and to be used for the design of the components and civil engineering works.
  • Document number:
    DIN 4223-103
  • Issuing date:
    2014-12-01
  • Document type:
    Norm
  • Title:
    Application of prefabricated reinforced components of autoclaved aerated concrete - Part 103: Safety concept
  • Replaces:
    DIN 4223-5(2003-12); DIN 4223-103(2008-09)
  • Author:
    DIN Standards Committee Building and Civil Energeering
  • Search term:
    Aerated concretes; Buildings; Ceiling tiles; Coefficient of safety; Components; Concepts; Construction; Construction materials; Dimensioning; Environment; Environmental effects; Fitness for purpose; Foamed concrete; Load capacity; Prefabricated; Production; Properties; Reinforcement; Safety; Specification (approval); Testing; Vapours
  • Application areas:
    03.02 Sicherheitsbauteile
  • Hazards:
    HB Klima (Temperatur, Feuchtigkeit, Luftströmung, Luftzusammensetzung u. Ä.); KE Belastungen durch Funktionsstörungen an Arbeitsmitteln (Ausfall, Bruch, fehlerhafte Montage, Softwarefehler, Störung der Energieversorgung)
  • ICS:
    91.100.30 Concrete and concrete products
  • Price:
    46,20 EUR
  • Cross references:
    DIN 4223-100 (2014-12)<G>; DIN 4223-101 (2014-12)<G>; DIN 4223-102 (2014-12)<G>; DIN EN 1990 (2010-12)<G>; DIN EN 1990/NA (2010-12)<G>; DIN EN 1991-1-1 (2010-12)<G>; DIN EN 1991-1-1/NA (2010-12)<G>; DIN EN 1991-1-2 (2010-12)<G>; DIN EN 1991-1-2 Berichtigung 1 (2013-08)<G>; DIN EN 1991-1-3 (2010-12)<G>; DIN EN 1991-1-4 (2010-12)<G>; DIN EN 1991-1-4/NA (2010-12)<G>; DIN EN 1991-1-5 (2010-12)<G>; DIN EN 1991-1-5/NA (2010-12)<G>; DIN EN 1991-1-6 (2010-12)<G>; DIN EN 1991-1-6 Berichtigung 1 (2013-08)<G>; DIN EN 1991-1-6/NA (2010-12)<G>; DIN EN 1991-1-7 (2010-12)<G>; DIN EN 1991-1-7/A1 (2014-08)<G>; DIN EN 1991-2 (2010-12)<G>; DIN EN 1991-2/NA (2012-08)<G>; DIN EN 1991-3 (2010-12)<G>; DIN EN 1991-3 Berichtigung 1 (2013-08)<G>; DIN EN 1991-4 (2010-12)<G>; DIN EN 1991-4 Berichtigung 1 (2013-08)<G>; DIN EN 1991-4/NA (2010-12)<G>; DIN EN 1991-1-2/NA (2015-09)<G>; DIN EN 1991-1-3/NA (2019-04)<G>; DIN EN 1991-1-7/NA (2019-09)<G>; DIN EN 1991-3/NA (2019-02)<G>; DIN EN 12602 (2016-12)<G>
  • Cited in:
    DIN 4102-4 (2016-05)<GLEITEND>; DIN 4223-100 (2014-12)<GLEITEND>; DIN 4223-101 (2014-12)<GLEITEND>; DIN 4223-102 (2014-12)<STARR>; DIN 18331 (2015-08){historisch}<GLEITEND>; DIN 18331 (2016-09)<GLEITEND>; DIN 18331 (2019-09)<GLEITEND>; PORENBETON BERICHT 6 (2014-10); MTBauBestVV (2017-08-31)<STARR>; MTBauBestVV (2020-01-15){historisch}<STARR>; MTBauBestVV (2021-01-19)<STARR>; TBauBestVerzVV BE (2020-07-10)<STARR>; DIN4102-4/DIN4108T3,4,10/DIN18065Bek HA (2018-08-21); TBauBestVerzVV HA (2020-06-29)<STARR>; TBauBestVerzVV ND (2020-07-30){historisch}<STARR>; TBauBestVerz RP (2019-11-27)<STARR>; TBauBestVerzVV SN (2021-01-06)<STARR>; TBauBestVerzVV ST (2020-06-04)<STARR>; TBauBestVerzVV SH (2020-02-05){historisch}<STARR>; TBauBestVerzVV TH (2020-11-18)<STARR>
  • Update flag:
    Unchanged