Brand Name: | Evercross |
Model Number: | COMPACT-200; COMPACT-100; CHINA 321 ; PB 100; LSB; GWD; DELTA; 450,etc |
MOQ: | negotiation |
Price: | 1000USD ~ 2000USD Per ton |
Delivery Time: | negotiation |
Payment Terms: | L/C, D/A, D/P, T/T, Western Union, MoneyGram |
Attribute | Value |
---|---|
Product Name | Bailey Type Bridge Scaffolding |
Lapping Form | Full Scaffolding |
Supporting Mode | Projecting Scaffolding |
Height | 3m-60m |
Painting | Long-Term Epoxy Zinc-Rich Kit or Temporary Alkyd |
Support Type | Bowl Bucket Type | Bailey Beam Column |
---|---|---|
Stress Structure | Simple force condition | Clear force transmission (complex analysis) |
Safety Performance | Stability concerns at height, foundation sensitivity | Superior impact resistance, rigid-flexible structure |
Topographic Adaptability | Challenging on steep terrain | Minimal topographic influence |
Construction Difficulty | Easy setup/removal, complex foundation work | Component lifting challenges, faster construction |
Economic Performance | Higher material/labor costs | Lower total cost, better economy |
Component | Material | Cross Section | Area (cm²) | Capacity (kN) |
---|---|---|---|---|
Chord | Q355 | ][10 (Channel steel) | 25.48 | 560 |
Vertical Bar | Q355 | I 8 (I Steel) | 9.52 | 210 |
Diagonal Bar | Q355 | I 8 (I Steel) | 9.52 | 171 |
Brand Name: | Evercross |
Model Number: | COMPACT-200; COMPACT-100; CHINA 321 ; PB 100; LSB; GWD; DELTA; 450,etc |
MOQ: | negotiation |
Price: | 1000USD ~ 2000USD Per ton |
Packaging Details: | According to detailed order |
Payment Terms: | L/C, D/A, D/P, T/T, Western Union, MoneyGram |
Attribute | Value |
---|---|
Product Name | Bailey Type Bridge Scaffolding |
Lapping Form | Full Scaffolding |
Supporting Mode | Projecting Scaffolding |
Height | 3m-60m |
Painting | Long-Term Epoxy Zinc-Rich Kit or Temporary Alkyd |
Support Type | Bowl Bucket Type | Bailey Beam Column |
---|---|---|
Stress Structure | Simple force condition | Clear force transmission (complex analysis) |
Safety Performance | Stability concerns at height, foundation sensitivity | Superior impact resistance, rigid-flexible structure |
Topographic Adaptability | Challenging on steep terrain | Minimal topographic influence |
Construction Difficulty | Easy setup/removal, complex foundation work | Component lifting challenges, faster construction |
Economic Performance | Higher material/labor costs | Lower total cost, better economy |
Component | Material | Cross Section | Area (cm²) | Capacity (kN) |
---|---|---|---|---|
Chord | Q355 | ][10 (Channel steel) | 25.48 | 560 |
Vertical Bar | Q355 | I 8 (I Steel) | 9.52 | 210 |
Diagonal Bar | Q355 | I 8 (I Steel) | 9.52 | 171 |