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After-sales Service: | Installation Instructions |
Warranty: | Life Time |
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matters needing attention
Before assembly, the bridge span structure needs to be calculated to determine parameters such as the number of nose frame sections, push out weight, and deflection.
During the assembly process, all connecting bolts and pins must be tightened or securely inserted to ensure structural safety.
Construction personnel need to undergo professional training to master operational skills and safety knowledge.
There are various methods for erecting the Bailey steel bridge, and suitable methods can be selected according to specific construction conditions. The cantilever push out method has become the preferred method due to its high efficiency and simplicity.
Standard: ASTM,GB,BS
Material Grade: Q355B-Q460C
Place of Origin: Jiangsu,China
Product Name: Bailey Steel Bridge
Model Number: JSBLGQ-ZB200(321)
Tolerance: ±1%
Supply Ability: 10000.0 Ton/Tons per Year
Production Capacity: 2500 Tons per month
Packing Detail: packing in containers or bulk
Payment Mode: TT (Telegraphic Transfer)
Port of Loading: Any port of China,main port is Shanghai port
ZB321(100) truss press limited table | |||||||||
No. | internal 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 | 3375.0 | 4809.4 | 6750.0 |
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 |