EN1090
合集下载
- 1、下载文档前请自行甄别文档内容的完整性，平台不提供额外的编辑、内容补充、找答案等附加服务。
- 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
- 3、如文档侵犯您的权益，请联系客服反馈,我们会尽快为您处理(人工客服工作时间：9:00-18:30)。
- Part 2: Technical requirements for the execution of steel structures replaces DIN 18800 part 7
- Part 3: Technical requirements for the execution of aluminium structures replaces DINV 4113 part 3
no regulatory requirement
ISO 3834, EN 1011, EN 287, ISO 14731, ISO 15609 ...
pressure tanks EN 13445
AD-Regulations
nuclear technology KTA-Regulations
further areas of application
Michael Volz – EN 1090 Execution of steel structures
3
Normative Regulations
steel constructions DIN 18800-7
railway vehicles DIN 6700 / EN 15085
road vehicles
Michael Volz – EN 1090 Execution of steel structures
10
Service Categorie SC
Michael Volz – EN 1090 Execution of steel structures
11
Production Categorie PC
road vehicles
no regulatory requirement
ISO 3834, EN 1011, EN 287, ISO 14731, ISO 15609 ...
pressure tanks EN 13445
AD-Regulations
nuclear technology KTA-Regulations
weldment classes A –E
depend on
- material - thickness of product - welding process - component - loading
execution classes EXC 1–4 depend on
- consequence class CC - service categorie SC - production categorie PC
- Part 1: Requirements for conformity assessment for structural components (CE) replaces „Übereinstimmungsnachweis“ Ü
- Part 2: Technical requirements for the execution of steel structures replaces DIN 18800 part 7
CE
welding test
Michael Volz – EN 1090 Execution of steel structures
23
welding according to qualified welding procedure specifications WPS
welding test CE
Michael Volz – EN 1090 Execution of steel structures
6
EN 1090-2
Terms and definitions
Michael Volz – EN 1090 Execution of steel structures
7
Consequence Classes CC
EN 1990 Annex B
CC1 = low
CC2 = standard
CC3 = high
Michael Volz – EN 1090 Execution of steel structures
8
Michael Volz – EN 1090 Execution of steel structures
Consequence Class CC
Production Categorie PC
- CC 1 – low - CC 2 – standard - CC 3 – high
- PC 1 < S355
- PC 2 - ≥ S355 - building site
Service Categorie SC
MAG, MIG, WIG, E static actions
EN 1090 part 2
S235 - S355 t ≤ 25 mm t ≤ 50 mm (endplates) span, height Æ no limits 4 floors / 15 floors
no limits static actions
Qualification of the WPS acc to ISO 15610 DIN 18800 part 7
Limits of application MAG, MIG, WIG, E S235 - S275 (1.1) (+S355) Stainless steels (8.1) thickness 3 - 40 mm fillet welds a ≥ 3 mm tube diameters > 25 mm
- Part 3: Technical requirements for the execution of aluminium structures replaces DINV 4113 part 3
Michael Volz – EN 1090 Execution of steel structures
Michael Volz – EN 1090 Execution of steel structures
24
Qualification of the WPS acc to ISO 15610
Michael Volz – EN 1090 Execution of steel structures
25
17
Michael Volz – EN 1090 Execution of steel structures
18
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures
19
Michael Volz – EN 1090 Execution of steel structures
20
Michael Volz – EN 1090 Execution of steel structures
21
welding supervisor IWS - application limits
standard steel structures
CC2
DIN 18800 part 7
S235, S275 t ≤ 22 mm t ≤ 30 mm (endplates) span, height ≤ 20 m single-story
Michael Volz – EN 1090 Execution of steel structures
26
Qualification of the WPS acc to ISO 15610 EN 1090 part 2
Limits of application MAG, MIG, WIG, E S235 - S275 (1.1) (+S355) Stainless steels (8.1) Thickness 3 - 40 mm fillet welds a ≥ 3 mm tube diameters > 25 mm
Michael Volz – EN 1090 Execution of steel structures
22
welding according to qualified welding procedure specifications WPS
Qualification of thБайду номын сангаас pWPS according to
EN 1991-1-7
9
Consequence Classes CC
Further examples für CC3 Suggestion for Austria, source: Internet - Hospitals - Kindergartens, schools - Buildings with a capacity >1000 persons
Michael Volz – EN 1090 Execution of steel structures
12
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures
13
Execution Classes EXC EXC 1 EXC 2 EXC 3 EXC 4
2
EN 1090
Execution of steel structures and aluminium structures
- Part 1: Requirements for conformity assessment for structural components (CE) replaces „Übereinstimmungsnachweis“ Ü
further areas of application
with and without regulatory requirement
Michael Volz – EN 1090 Execution of steel structures
5
DIN 18800 part 7
EN 1090 part 2
with and without regulatory requirement
Michael Volz – EN 1090 Execution of steel structures
4
Normative Regulations
steel constructions
railway vehicles
DIN 18800-7 > EN 1090-2 DIN 6700 / EN 15085
tested welding consumables
previous welding experience
standard welding procedure
pre-production welding test
welding procedure specification
appl. part of
- SC 1 – static - SC 2 – fatigue
Michael Volz – EN 1090 Execution of steel structures
14
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures
EN 1090-1, -2
General delivery conditions and technical requirements for the execution of steel structures
Versuchsanstalt für Stahl, Holz & Steine - Abt. Stahl- und Leichtmetallbau – Dr.-Ing. Michael Volz
KIT – Universität des Landes Baden-Württemberg und nationales Großforschungszentrum in der Helmholtz-Gemeinschaft
EN 1090
Execution of steel structures and aluminium structures
15
welding supervisor
B = IWS S = IWT C = IWE
Michael Volz – EN 1090 Execution of steel structures
16
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures
- Part 3: Technical requirements for the execution of aluminium structures replaces DINV 4113 part 3
no regulatory requirement
ISO 3834, EN 1011, EN 287, ISO 14731, ISO 15609 ...
pressure tanks EN 13445
AD-Regulations
nuclear technology KTA-Regulations
further areas of application
Michael Volz – EN 1090 Execution of steel structures
3
Normative Regulations
steel constructions DIN 18800-7
railway vehicles DIN 6700 / EN 15085
road vehicles
Michael Volz – EN 1090 Execution of steel structures
10
Service Categorie SC
Michael Volz – EN 1090 Execution of steel structures
11
Production Categorie PC
road vehicles
no regulatory requirement
ISO 3834, EN 1011, EN 287, ISO 14731, ISO 15609 ...
pressure tanks EN 13445
AD-Regulations
nuclear technology KTA-Regulations
weldment classes A –E
depend on
- material - thickness of product - welding process - component - loading
execution classes EXC 1–4 depend on
- consequence class CC - service categorie SC - production categorie PC
- Part 1: Requirements for conformity assessment for structural components (CE) replaces „Übereinstimmungsnachweis“ Ü
- Part 2: Technical requirements for the execution of steel structures replaces DIN 18800 part 7
CE
welding test
Michael Volz – EN 1090 Execution of steel structures
23
welding according to qualified welding procedure specifications WPS
welding test CE
Michael Volz – EN 1090 Execution of steel structures
6
EN 1090-2
Terms and definitions
Michael Volz – EN 1090 Execution of steel structures
7
Consequence Classes CC
EN 1990 Annex B
CC1 = low
CC2 = standard
CC3 = high
Michael Volz – EN 1090 Execution of steel structures
8
Michael Volz – EN 1090 Execution of steel structures
Consequence Class CC
Production Categorie PC
- CC 1 – low - CC 2 – standard - CC 3 – high
- PC 1 < S355
- PC 2 - ≥ S355 - building site
Service Categorie SC
MAG, MIG, WIG, E static actions
EN 1090 part 2
S235 - S355 t ≤ 25 mm t ≤ 50 mm (endplates) span, height Æ no limits 4 floors / 15 floors
no limits static actions
Qualification of the WPS acc to ISO 15610 DIN 18800 part 7
Limits of application MAG, MIG, WIG, E S235 - S275 (1.1) (+S355) Stainless steels (8.1) thickness 3 - 40 mm fillet welds a ≥ 3 mm tube diameters > 25 mm
- Part 3: Technical requirements for the execution of aluminium structures replaces DINV 4113 part 3
Michael Volz – EN 1090 Execution of steel structures
Michael Volz – EN 1090 Execution of steel structures
24
Qualification of the WPS acc to ISO 15610
Michael Volz – EN 1090 Execution of steel structures
25
17
Michael Volz – EN 1090 Execution of steel structures
18
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures
19
Michael Volz – EN 1090 Execution of steel structures
20
Michael Volz – EN 1090 Execution of steel structures
21
welding supervisor IWS - application limits
standard steel structures
CC2
DIN 18800 part 7
S235, S275 t ≤ 22 mm t ≤ 30 mm (endplates) span, height ≤ 20 m single-story
Michael Volz – EN 1090 Execution of steel structures
26
Qualification of the WPS acc to ISO 15610 EN 1090 part 2
Limits of application MAG, MIG, WIG, E S235 - S275 (1.1) (+S355) Stainless steels (8.1) Thickness 3 - 40 mm fillet welds a ≥ 3 mm tube diameters > 25 mm
Michael Volz – EN 1090 Execution of steel structures
22
welding according to qualified welding procedure specifications WPS
Qualification of thБайду номын сангаас pWPS according to
EN 1991-1-7
9
Consequence Classes CC
Further examples für CC3 Suggestion for Austria, source: Internet - Hospitals - Kindergartens, schools - Buildings with a capacity >1000 persons
Michael Volz – EN 1090 Execution of steel structures
12
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures
13
Execution Classes EXC EXC 1 EXC 2 EXC 3 EXC 4
2
EN 1090
Execution of steel structures and aluminium structures
- Part 1: Requirements for conformity assessment for structural components (CE) replaces „Übereinstimmungsnachweis“ Ü
further areas of application
with and without regulatory requirement
Michael Volz – EN 1090 Execution of steel structures
5
DIN 18800 part 7
EN 1090 part 2
with and without regulatory requirement
Michael Volz – EN 1090 Execution of steel structures
4
Normative Regulations
steel constructions
railway vehicles
DIN 18800-7 > EN 1090-2 DIN 6700 / EN 15085
tested welding consumables
previous welding experience
standard welding procedure
pre-production welding test
welding procedure specification
appl. part of
- SC 1 – static - SC 2 – fatigue
Michael Volz – EN 1090 Execution of steel structures
14
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures
EN 1090-1, -2
General delivery conditions and technical requirements for the execution of steel structures
Versuchsanstalt für Stahl, Holz & Steine - Abt. Stahl- und Leichtmetallbau – Dr.-Ing. Michael Volz
KIT – Universität des Landes Baden-Württemberg und nationales Großforschungszentrum in der Helmholtz-Gemeinschaft
EN 1090
Execution of steel structures and aluminium structures
15
welding supervisor
B = IWS S = IWT C = IWE
Michael Volz – EN 1090 Execution of steel structures
16
Execution Classes EXC
Michael Volz – EN 1090 Execution of steel structures