200 Model Temporary Bailey Bridge Parts Anti - Skid Surfacing Q460C Raw Material

The difference is its increased panel height to 2.134m. It employed the method of alternating joints between Reinforcement Chords and the joints between panels.

This method can decrease inelastic deformation caused by the oversized pinholes. Pre-arch method is used to additionally cut down mid-span and vertical deflection to a larger degree.

Bolt-connected components use the orienting sleeve- fixing method to increase accuracy of connections.

Shear is created in orienting sleeves and tension is developed in bolts, which increase the usage life of the bolts and ensure the safety of panel bridges.

Wind resistant brace is made to be composite type and is connected to transom/girders to improve overall stability of panel bridges.

Modular, pre-engineered, pre-fabricated bridge system

• Highly adaptable, fully reusable and re-locatable

• Transported in standard ISO containers

• Quick and simple to build using labour

• Fully galvanized for long life and minimum maintenance

• 3.048m module length

• 4.2m (single lane ), 7.35m (double lane)

• 0.5m ,1m and 1.5m perdestrian footways

• Proprietary steel decking systems to suit different loading requirements

• Durbar finish or factory applied anti-skid surfacing

• Full highway load carrying capability

• Simple, cost effective foundations