Hot Dip Galvanized Panel Bridge Galvanized For Bailry Bridge

Brand Name:Zhonghai Bailey Bridge
Certification:IS09001, CE
Model Number:CB200/CB321
Minimum Order Quantity:1 Pcs
Delivery Time:8-10 work days
Payment Terms:L/C,D/P,T/T
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Location: Zhenjiang Jiangsu China
Address: No. 83, Dantu New City Section, Speech Highway, Dantu District, Zhenjiang, Jiangsu, China
Supplier`s last login times: within 1 hours
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Hot Dip Galvanized Panel Bridge/galvanized Panel For Bailry Bridge


After checking that the bridge deck of Bailey Bridge is cracked, whether it needs to be repaired immediately depends on the severity of the crack and the use of the bridge:


Situations that require immediate repair

- **Affecting structural safety**: If the bridge deck cracks and causes the bearing capacity of the bridge structure to decrease, such as penetrating cracks or large-area damage, it may cause the instability of the overall structure of the bridge. In this case, it must be repaired immediately.
- **Affecting traffic safety**: When the bridge deck cracks and causes the bridge deck to be uneven, it affects the normal passage of vehicles and pedestrians, and there are safety hazards, such as possible vehicle bumps, loss of control or pedestrians falling, etc., repair measures should be taken immediately.
- **Cracks have a tendency to expand**: If the cracks in the bridge deck show obvious signs of expansion, it means that the bridge structure may be in an unstable state. In order to prevent the cracks from further expanding and causing more serious consequences, they need to be repaired immediately.


Situations where repairs can be temporarily omitted
- **Minor cracks that do not affect use**: If the degree of cracking of the bridge deck is relatively minor, such as only some small cracks on the surface, and it does not affect the structural safety and normal use of the bridge, it can be temporarily omitted, but the changes in the cracks need to be observed regularly.
- **The bridge is about to be demolished or replaced**: If the Bailey bridge is temporary and is about to be demolished or replaced, minor cracks in the bridge deck can be omitted.


Repair standards
- **Replacement of bridge deck**: For bridge decks that are severely cracked or cannot be repaired, they should be replaced. The replaced bridge decks should meet the original design requirements, and the materials, specifications and performance should meet the standards.
- **Welding repair**: For smaller cracks, welding repair can be used. When welding, the welding process requirements must be strictly followed to ensure the welding quality.
- **Reinforcement treatment**: For some bridge deck cracks caused by fatigue and other reasons, reinforcement measures can be adopted, such as adding support and setting stop crack holes.



Specifications:

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

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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

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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



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


China Hot Dip Galvanized Panel Bridge Galvanized For Bailry Bridge supplier

Hot Dip Galvanized Panel Bridge Galvanized For Bailry Bridge

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