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Kwikstage Scaffolding
· 48.3 diameter x 3.2/4mm thick high grade steel or 4mm
grade 43A available
· “ V ”Pressings in clusters at 495mm intervals that provide
connection points for Ledgers and Transoms
· Transoms are in the form of inverted T or rolled section with
wedge fixing devices at each end
· Fit into lower “V”Pressing on standards
Kwikstage System
Standard
· 48.3mm x 3.2mm thick High Grade Steel
· V pressings in clusters at 495mm intervals providingconnection points for Ledgers,Transom etc.
· Spigots at head
| Length(m) | Weight(kg) |
|---|---|
| 3.0 | 17.05 |
| 2.0 | 12 |
Ledger/Guardrails
· Wedge fi xing device at each end
· Fit into upper V pressings on standards
· Used in pairs as Ledgers
| Length(m) | Weight(kg) |
|---|---|
| 1.8 | 7.5 |
| 2.4 | 9.31 |
Diagonal Braces
· Tube with pivoted wedge devices at each end
· Fit into outside V pressings on the Standard
· Two basic lengths available
| Length(m) | Weight(kg) |
|---|---|
| 2.7 | 13.61 |
| 3.6 | 15.77 |
Tie Bars
· Steel angle with curved lugs at each end.Fit into 2 and3 board Platform Brackets
· Used to prevent spreadingof 2 and 3 Board Platform Brackets
| Length(m) | Weight(kg) |
|---|---|
| 1.2 | 3.8 |
| 1.8 | 5.4 |
| 2.4 | 7.2 |
Kwikstage System
Transoms
· Inverted T section with wedger fi xing device at each end
· Fit into lower ‘V’pressing on Standards
· Flanges provide seating for decking components Transoms
| Length(m) | Weight(kg) |
|---|---|
| 0.8 | 5.0 |
| 1.2 | 9.75 |
Return Transoms
· Pressed steel section that hooks over Ledger to form 90 return in scaffold
| Length(m) | Weight(kg) |
|---|---|
| 0.8 | 8.5 |
| 1.2 | 13.1 |
Platform Bracket
· Increase width of working platform forming cantilevered arrangement
· Inverted T section wedge fi xing device at one end fi ts into V pressing on standard
· Always use tie bars
| Width ofPlatform(mm) | Weight(kg) | |
|---|---|---|
| 1board | 230 | 2.3 |
| 2board | 460 | 6.35 |
| 3board | 690 | 9.07 |
Kwikstage System
Design Loadings(Kwikstage)
| Standard | ||||
|---|---|---|---|---|
| Permissible load per standard leg unrestrained for all lifts | ||||
| Internal Legs | ||||
| Main Lift(m) | Standard Load(KN) | |||
| 1.00 | 55 | |||
| 1.50 | 45 | |||
| 2.00 | 31 | |||
| 2.50 | 22 | |||
| External Legs | ||||
| Main Lift(m) | Bay Length(mm) | |||
| 900 | 1200 | 1800 | 2400 | |
| 1.00 | 56 | 54 | 52 | 50 |
| 1.50 | 45 | 43 | 41 | 39 |
| 2.00 | 31 | 30 | 28 | 26 |
| Tubular Components | ||||
| Horizontals | ||||
| General | ||||
| 1.3m | Transom | Uniform Distributed Load | 7.50KN | |
| 1.8m | Transom | Uniform Distributed Load | 5.50KN | |
| Mid Point Load | 2.75KN | |||
| 1/3Points | 2.00KN | |||
| 2.5m | Transom | Uniform Distributed Load | 4.00KN | |
| Mid Point Load | 2.00KN | |||
| 1/3Points | 1.50KN | |||
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