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| Categories | Pedestrian Bridge |
|---|---|
| Brand Name: | Zhonghai Bailey Bridge |
| Model Number: | CB200/CB321 |
| Certification: | IS09001, CE |
| Place of Origin: | China |
| MOQ: | 1 Pcs |
| Price: | USD 95-450 |
| Payment Terms: | L/C,D/P,T/T |
| Supply Ability: | 60000ton/year |
| Delivery Time: | 8-10 work days |
| Packaging Details: | Naked |
| Product Capability: | 60000 Pieces Per Year |
| Color: | customizable |
| Material: | steel |
| Safety Features: | handrails and non-slip surface |
| Modular Panel Length: | 3m,3.048m |
| Product_Name: | pedestrian bridge |
| Surface Finish: | Painted or Galvanized |
| Standard: | ASTM,GB,BS,BV |
| Grade: | Q355B |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Temporary Steel Bridge/modular Steel Bridge
The frequency of bridge inspections depends on various factors, including the bridge's condition, type, environment, and traffic load. Here are the general guidelines based on the latest regulations and standards:
1. **Routine Inspections**
- **Standard Interval**: Each bridge must be inspected at regular
intervals not exceeding 24 months.
- **Reduced Intervals**: For bridges with serious or worse
condition ratings (coded 3 or less) for deck, superstructure,
substructure, or culvert components, or those with serious scour
conditions, inspections must be conducted at intervals not
exceeding 12 months.
- **Extended Intervals**: Bridges in satisfactory or better
condition (coded 6 or greater) for all components, with stable
foundations and no significant deficiencies, may be inspected at
intervals not exceeding 48 months.
2. **Underwater Inspections**
- **Standard Interval**: Underwater inspections must be conducted
at intervals not exceeding 60 months.
- **Reduced Intervals**: For bridges with underwater components in
serious or worse condition (coded 3 or less), or those with
significant scour or channel protection issues, inspections must be
conducted at intervals not exceeding 24 months.
3. **Special Inspections**
- **Fracture-Critical Members**: Bridges with fracture-critical
members (steel members in tension that are not load path redundant)
must undergo detailed inspections at intervals not exceeding 24
months.
- **Damage Inspections**: Unscheduled inspections must be conducted
immediately following significant events such as floods,
earthquakes, fires, or traffic collisions.
4. **Complex Bridge Inspections**
- Bridges with complex features (e.g., cable suspension, moving
parts) should be inspected on the same frequency as routine
inspections (typically every 24 months).
5. **Scour-Critical Structures**
- Scour-critical structures should be monitored during and after
major flood events. If significant scour or settlement is observed,
an in-depth inspection must be conducted immediately.
Conclusion
Regular and timely inspections are crucial for maintaining bridge
safety and identifying potential issues early. The specific
inspection frequency should be determined based on the bridge's
condition, type, and environmental factors, following the
guidelines outlined in the relevant regulations.
Specifications:
| CB321(100) Truss Press Limited Table | |||||||||
| No. | Lnternal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Standard Truss Moment(kN.m) | 788.2 | 1576.4 | 2246.4 | 3265.4 | 1687.5 | 3375 | 4809.4 | 6750 |
| 321(100) | Standard Truss Shear (kN) | 245.2 | 490.5 | 698.9 | 490.5 | 245.2 | 490.5 | 698.9 | 490.5 |
| 321 (100) Table of geometric characteristics of truss bridge(Half bridge) | |||||||||
| Type No. | Geometric Characteristics | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | DDR | SSR | DSR | TSR | DDR | ||
| 321(100) | Section properties(cm3) | 3578.5 | 7157.1 | 10735.6 | 14817.9 | 7699.1 | 15398.3 | 23097.4 | 30641.7 |
| 321(100) | Moment of inertia(cm4) | 250497.2 | 500994.4 | 751491.6 | 2148588.8 | 577434.4 | 1154868.8 | 1732303.2 | 4596255.2 |
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |
Advantage
Possessing the features of simple structure,
convenient transport, speedy erection
easy disassembling,
heavy loading capacity,
great stability and long fatigue life
being capable of an alternative span, loading capacity

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