EN 1090-1, -2
EN 1090-1, -2
EN 1090-1, -2
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<strong>EN</strong> <strong>1090</strong>-1, -2<br />
General delivery conditions and technical requirements for the<br />
execution of steel structures<br />
Versuchsanstalt für Stahl, Holz & Steine - Abt. Stahl- und Leichtmetallbau – Dr.-Ing. Michael Volz<br />
KIT – Universität des Landes Baden-Württemberg und<br />
nationales Großforschungszentrum in der Helmholtz-Gemeinschaft<br />
www.kit.edu
<strong>EN</strong> <strong>1090</strong><br />
Execution of steel structures and aluminium structures<br />
- Part 1: Requirements for conformity assessment for structural components (CE)<br />
replaces „Übereinstimmungsnachweis“ Ü<br />
- Part 2: Technical requirements for the execution of steel structures<br />
replaces DIN 18800 part 7<br />
- Part 3: Technical requirements for the execution of aluminium structures<br />
replaces DINV 4113 part 3<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
2
<strong>EN</strong> <strong>1090</strong><br />
Execution of steel structures and aluminium structures<br />
- Part 1: Requirements for conformity assessment for structural components (CE)<br />
replaces „Übereinstimmungsnachweis“ Ü<br />
- Part 2: Technical requirements for the execution of steel structures<br />
replaces DIN 18800 part 7<br />
- Part 3: Technical requirements for the execution of aluminium structures<br />
replaces DINV 4113 part 3<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
3
Normative Regulations<br />
steel constructions railway vehicles road vehicles<br />
DIN 18800-7 DIN 6700 / <strong>EN</strong> 15085<br />
no regulatory<br />
requirement<br />
<strong>EN</strong> 13445<br />
AD-Regulations<br />
ISO 3834, <strong>EN</strong> 1011, <strong>EN</strong> 287, ISO 14731, ISO 15609 ...<br />
pressure tanks nuclear technology further areas of application<br />
KTA-Regulations<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
with and without<br />
regulatory requirement<br />
4
Normative Regulations<br />
steel constructions railway vehicles road vehicles<br />
DIN 18800-7 > <strong>EN</strong> <strong>1090</strong>-2 DIN 6700 / <strong>EN</strong> 15085<br />
no regulatory<br />
requirement<br />
<strong>EN</strong> 13445<br />
AD-Regulations<br />
ISO 3834, <strong>EN</strong> 1011, <strong>EN</strong> 287, ISO 14731, ISO 15609 ...<br />
pressure tanks nuclear technology further areas of application<br />
KTA-Regulations<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
with and without<br />
regulatory requirement<br />
5
DIN 18800 part 7<br />
weldment classes<br />
A – E<br />
-material<br />
depend on<br />
- thickness of product<br />
- welding process<br />
- component<br />
- loading<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
<strong>EN</strong> <strong>1090</strong> part 2<br />
execution classes EXC<br />
1 – 4<br />
depend on<br />
- consequence class CC<br />
- service categorie SC<br />
- production categorie PC<br />
6
<strong>EN</strong> <strong>1090</strong>-2<br />
Terms and definitions<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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CC1 = low<br />
Consequence Classes CC<br />
<strong>EN</strong> 1990 Annex B<br />
CC2 = standard CC3 = high<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
<strong>EN</strong> 1991-1-7<br />
9
-Hospitals<br />
- Kindergartens, schools<br />
Consequence Classes CC<br />
Further examples für CC3<br />
Suggestion for Austria, source: Internet<br />
- Buildings with a capacity >1000 persons<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Service Categorie SC<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Production Categorie PC<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Execution Classes EXC<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Consequence Class<br />
CC<br />
- CC 1 – low<br />
- CC 2 – standard<br />
-CC 3 –high<br />
Execution Classes EXC<br />
EXC 1 EXC 2 EXC 3 EXC 4<br />
Production Categorie<br />
PC<br />
- PC 1 < S355<br />
-PC 2 -≥ S355<br />
- building site<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
Service Categorie<br />
SC<br />
- SC 1 – static<br />
- SC 2 – fatigue<br />
14
Execution Classes EXC<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
15
welding supervisor<br />
B = IWS S = IWT C = IWE<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Execution Classes EXC<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Execution Classes EXC<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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welding supervisor IWS - application limits<br />
standard steel structures CC2<br />
DIN 18800 part 7 <strong>EN</strong> <strong>1090</strong> part 2<br />
S235, S275 S235 - S355<br />
t ≤ 22 mm<br />
t ≤ 30 mm (endplates)<br />
span, height ≤ 20 m<br />
single-story<br />
t ≤ 25 mm<br />
MAG, MIG, WIG, E no limits<br />
static actions static actions<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
t ≤ 50 mm (endplates)<br />
span, height � no limits<br />
4 floors / 15 floors<br />
22
welding according to<br />
qualified welding procedure specifications WPS<br />
tested welding<br />
consumables<br />
Qualification of the pWPS according to<br />
previous<br />
welding<br />
experience<br />
standard<br />
welding<br />
procedure<br />
pre-production<br />
welding test<br />
CE welding test<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
welding<br />
procedure<br />
specification<br />
appl. part of<br />
23
welding test<br />
welding according to<br />
qualified welding procedure specifications WPS<br />
CE<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Qualification of the WPS acc to ISO 15610<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Qualification of the WPS acc to ISO 15610<br />
DIN 18800 part 7<br />
Limits of application<br />
MAG, MIG, WIG, E<br />
S235 - S275 (1.1) (+S355)<br />
Stainless steels (8.1)<br />
thickness 3 - 40 mm<br />
fillet welds a ≥ 3 mm<br />
tube diameters > 25 mm<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Qualification of the WPS acc to ISO 15610<br />
<strong>EN</strong> <strong>1090</strong> part 2<br />
Limits of application<br />
MAG, MIG, WIG, E<br />
S235 - S275 (1.1) (+S355)<br />
Stainless steels (8.1)<br />
Thickness 3 - 40 mm<br />
fillet welds a ≥ 3 mm<br />
tube diameters > 25 mm<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Qualification of the WPS acc to ISO 15610<br />
<strong>EN</strong> <strong>1090</strong> part 2<br />
Limits of application<br />
MAG, MIG, WIG, E<br />
only EXC2 !<br />
S235 - S275 (1.1) (+S355)<br />
Stainless steels (8.1)<br />
- changings for fatigue actions<br />
Thickness 3 - 40 mm<br />
- changings in CC3 (high)<br />
fillet welds a ≥ 3 mm<br />
- if welding supervisor tube diameters IWS �> 25 similar mm to DIN 18800-7<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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supplementary non destructive testings<br />
IWS<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
29
<strong>EN</strong> <strong>1090</strong><br />
Execution of steel structures and aluminium structures<br />
-Part 1: Requirements for conformity assessment for structural components (CE)<br />
replaces „Übereinstimmungsnachweis“ Ü<br />
- Part 2: Technical requirements for the execution of steel structures<br />
replaces DIN 18800 part 7<br />
- Part 3: Technical requirements for the execution of aluminium structures<br />
replaces DINV 4113 part 3<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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The Construction Products Directive (CPD) shall guarantee<br />
the free trade with and the unlimited use of construction<br />
products in the single european market<br />
CE - conformity assessment<br />
<strong>EN</strong> <strong>1090</strong>-1 Annex ZA<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Regulations for the CE-conformity assessment<br />
conformity assessment procedure 2+<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Welding Certificate<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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DIN 18800 part 7 <strong>EN</strong> <strong>1090</strong> Teil 2<br />
conformity assessment (ÜH)<br />
+<br />
Certificate of manufacturers qualification<br />
Initial Inspection<br />
+<br />
Continous Inspection<br />
Quality control system<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
conformity assessment 2+<br />
(Welding Certificate)<br />
Initial Inspection<br />
+<br />
Continous Inspection<br />
36
Ex: Factory Building<br />
- span 25 m<br />
- max t = 16 mm<br />
- end plates 40 mm<br />
-S235<br />
- shop welding<br />
- Static loading<br />
CC 2<br />
PC 1<br />
SC 1<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Ex: Factory Building<br />
CC2, SC1, PC1, EXC2<br />
- max t = 16 mm<br />
- end plates 40 mm<br />
- S235<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
38
Ex: Factory Building<br />
CC2, SC1, PC1, EXC2<br />
Qualification of the WPS<br />
CE<br />
- max t = 16 mm<br />
- end plates 40 mm<br />
- S235<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Qualification of the WPS acc to ISO 15610<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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supplementary non destructive testings<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Ex: soccer arena<br />
- max t = 50 mm<br />
- end plates 60 mm<br />
- S355<br />
- site weldings<br />
- Static loading<br />
CC 3<br />
PC 2<br />
SC 1<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Ex: soccer arena<br />
CC3, SC1, PC2, EXC3<br />
- max t = 50 mm<br />
- Stirnplatten 60 mm<br />
- S355<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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Ex: soccer arena<br />
Qualifification of the WPS<br />
CC3, SC1, PC2, EXC3<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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supplementary non destroying testings<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
45
Ex: Bridges<br />
railway bridge road bridge pedestrian bridge<br />
EXC 4<br />
CC 2 / 3<br />
SC 2 PC 1 / 2<br />
EXC 3 / 4<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
CC 2 / 3<br />
SC 1 / 2 PC 1 / 2<br />
EXC 2 / 3 / 4<br />
46
Summary<br />
- <strong>EN</strong> <strong>1090</strong>-2 replaces national regulations (DIN 18800 part 7)<br />
- <strong>EN</strong> <strong>1090</strong>-2 classifies Execution Classes EXC 1 – 4<br />
- <strong>EN</strong> <strong>1090</strong>-2 defines welding supervisors IWS / IWT / IWE with aplication limits<br />
- <strong>EN</strong> <strong>1090</strong>-2 defines supplementary non destructive testings<br />
- <strong>EN</strong> <strong>1090</strong>-2 defines test piece weldings<br />
- <strong>EN</strong> <strong>1090</strong>-1 defines regulations for the CE – conformity assessment<br />
- <strong>EN</strong> <strong>1090</strong>-1 requires a welding certificate<br />
Michael Volz – <strong>EN</strong> <strong>1090</strong> Execution of steel structures<br />
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