ENEnglish
VITiếng Việt
ZH中文
KO한국어
JA日本語
FRFrançais
ITItaliano
PTPortuguês
ESEspañol
HEעברית
ARالعربية
- Two profiles: WS 1000-50-3 and WS 900-75-3
- Thickness 0.58–1.60 mm, G300–450
- Acts as formwork and reinforcement
- Embossed webs for composite action
Formwork and reinforcement in one
Steel decking is laid on the beams as a working platform, carries the wet concrete as permanent formwork and then works with the slab as tension reinforcement. With shear studs welded through to the beams, deck, slab and beams act compositely – lighter floors and faster construction for multi-storey buildings and mezzanines.
Profiles and technical data
| Code | Cover (mm) | Coil width (mm) | Rib (mm) | Thickness (mm) | Yield |
|---|---|---|---|---|---|
| WS 1000-50-3 | 1000 | 1200 | 50 | 0.58–1.50 | G300–450 |
| WS 900-75-3 | 900 | 1200 | 75 | 0.75–1.60 | G300–450 |
Unpropped spans and slab capacities depend on deck thickness, slab depth and loads – ask for the span tables for your design code.
各市场标准与要求
World Steel 设计、加工本产品及编制文件所依据的规范——以及各市场的主要几何与荷载要求。
美国
- SDI C / SDI RDComposite and roof deck standards
- ASTM A653Galvanized structural sheet
- AWS D1.3Welding of sheet steel
澳大利亚 / 新西兰
- AS/NZS 2327Composite structures
- AS 1397Metallic-coated steel sheet
- AS/NZS 4600Cold-formed steel structures
欧洲
- EN 1994-1-1Composite steel and concrete structures
- EN 1993-1-3Cold-formed members and sheeting
- EN 10346Hot-dip coated steel
摘要仅供参考——以项目技术规格书、所采用的规范版本及主管机构要求为准。
表面处理
| 表面处理 | 标准 / 备注 |
|---|---|
| Galvanized | Z180–Z275 |
常见问题
Does the deck need props?
Up to the unpropped span for the chosen deck and slab no props are needed; longer spans need temporary propping during concreting.
