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Bridge overhang bracket

C-49 Bridge overhang bracket Adjustable for variable job conditions Use with steel beams or precast/prestressed beams

Manufacturer - Qingdao Deshunxin Industry
Model # - C-49
Submitted By - Qingdao Deshunxin industry and trading co.,ltd (Manufacturer)
Country - China
Category - Construction : Building Materials

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Standard lengh :   54"
Material :   Q235
Adjusts :   30"-50"
finished :   painting
weight :   20.5kg


Bridge overhang bracket

C-49 Bracket Adjusts from 30" Minimum to 50" Maximum

C-49-D Bracket Adjusts from 50" Minimum to 70" Maximum

C-49-JR Bracket Adjusts from16" Minimum to 28" Maximum
Bridge Overhang Brackets are designed with maximum adjustability to meet the varied overhang forming
requirements on structural steel and precast/prestressed concrete beams. The C-49 and C-49-D Bridge Overhang Brackets
accommodate an adjustment range of 30" to 70" and can be mounted to steel beams, precast concrete beams and concrete
box beams with the appropriate hanger devices. Both of the bracket models can be easily and quickly preset on the ground
and then set in place as needed.
The C-49-D Bridge Overhang Bracket has all of the features of the C-49 bracket but has longer vertical and diagonal legs.
The longer legs, and resulting increase in adjustment, allow the bracket to be used on deep structural steel beams to position
the construction load transfer near the beam’s bottom flange.
Various accessories are available for the C-49 and C-49-D brackets. The Extender, Guardrail Receptacles and Wall Plate
Assembly all add to the versatility of the Dayton Superior Bridge Overhang Brackets.
The C-49-JR Bridge Overhang Bracket is a small version of the C-49 bracket designed for use on smaller bridge beams.
The C-49-JR has all the versatile design features of the bigger C-49 bracket and a vertical adjustment range of 16" to 28".
When requested, the C-49, C-49-D and C-49-JR brackets can both be shipped “knocked down” for ease in handling and
shipping. Final assembly can be easily accomplished at the job site during the presetting operation.


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