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Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length

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
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Temporary Steel Bridge / Modular Steel Bridge ISO9001 3m 3.048m Panel Length

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 ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Standard Truss Moment(kN.m)788.21576.42246.43265.41687.533754809.46750
321(100)Standard Truss Shear (kN)245.2490.5698.9490.5245.2490.5698.9490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No.Geometric CharacteristicsStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Section properties(cm3)3578.57157.110735.614817.97699.115398.323097.430641.7
321(100)Moment of inertia(cm4)250497.2500994.4751491.62148588.8577434.41154868.81732303.24596255.2

​​

CB200 Truss Press Limited Table
NO.Internal ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSQSSSRDSRTSRQSR
200Standard Truss Moment(kN.m)1034.32027.22978.83930.32165.44244.26236.48228.6
200Standard Truss Shear (kN)222.1435.3639.6843.9222.1435.3639.6843.9
201High Bending Truss Moment(kN.m)1593.23122.84585.56054.33335.86538.29607.112676.1
202High Bending Truss Shear(kN)3486961044139234869610441392
203Shear Force of Super High Shear Truss(kN)509.8999.21468.21937.2509.8999.21468.21937.2

​​

CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge)
StructureGeometric Characteristics
Geometric CharacteristicsChord Area(cm2)Section Properties(cm3)Moment of Inertia(cm4)
ssSS25.485437580174
SSR50.96108751160348
DSDS50.96108751160348
DSR176.44163121740522
DSR2101.92217502320696
TSTS76.44163121740522
TSR2127.4271852900870
TSR3152.88326253481044
QSQS101.92217502320696
QSR3178.36380594061218
QSR4203.84435004641392


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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