China Temporary Modular Bridge CB321(100) & CB200 - 1576.4 kN.m Moment Capacity & 490.5 kN Shear Force for sale

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Temporary Modular Bridge CB321(100) & CB200 - 1576.4 kN.m Moment Capacity & 490.5 kN Shear Force

Name: Temporary Modular Bridge CB321(100) & CB200 - 1576.4 kN.m Moment Capacity & 490.5 kN Shear Force
Brand: Jiangsu Zhonghai Bridge Equipment Co.,LTD

Heavy-duty temporary modular bridges featuring galvanized steel construction with moment capacities up to 6750 kN.m and shear forces to 1937.2 kN. Rapid deployment for emergency response, construction detours, and infrastructure maintenance. Modular design enables quick assembly, easy transport, and reusable components for cost-effective temporary connectivity solutions.

Place of Origin China

Packaging Details Naked

Lane Single lane 4.2m，Double Lane 7.35m

Standard AiSi, ASTM, BS, GB

Model Number CB200/CB321

Supply Ability 60000ton/year

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Product Description

Temporary Modular Bridge Overview

Temporary modular bridges provide rapid deployment solutions for critical infrastructure connectivity during emergencies, construction projects, and maintenance operations. These prefabricated steel structures offer fast assembly and reliable performance for various applications.

Key Features & Advantages

Simple modular structure for easy transport and assembly
Rapid deployment capability - often within days or weeks
Heavy loading capacity with exceptional stability
Long fatigue life and reusable design
Flexible span and loading capacity configurations
Easy disassembly and storage for future use
Galvanized steel construction for corrosion resistance

CB321(100) Truss Specifications

Internal Force Capacity

Model	Structure Form	Standard Truss Moment (kN.m)	Standard Truss Shear (kN)
321(100)	Not Reinforced	SS: 788.2 \| DS: 1576.4 \| TS: 2246.4 \| DDR: 3265.4	SS: 245.2 \| DS: 490.5 \| TS: 698.9 \| DDR: 490.5
321(100)	Reinforced	SSR: 1687.5 \| DSR: 3375 \| TSR: 4809.4 \| DDR: 6750	SSR: 245.2 \| DSR: 490.5 \| TSR: 698.9 \| DDR: 490.5

Geometric Characteristics

Type	Structure Form	Section Properties (cm³)	Moment of Inertia (cm⁴)
321(100)	Not Reinforced	SS: 3578.5 \| DS: 7157.1 \| TS: 10735.6 \| DDR: 14817.9	SS: 250497.2 \| DS: 500994.4 \| TS: 751491.6 \| DDR: 2148588.8
321(100)	Reinforced	SSR: 7699.1 \| DSR: 15398.3 \| TSR: 23097.4 \| DDR: 30641.7	SSR: 577434.4 \| DSR: 1154868.8 \| TSR: 1732303.2 \| DDR: 4596255.2

CB200 Truss Specifications

Internal Force Capacity

Model	Structure Form	Standard Truss Moment (kN.m)	Standard Truss Shear (kN)
200	Not Reinforced	SS: 1034.3 \| DS: 2027.2 \| TS: 2978.8 \| QS: 3930.3	SS: 222.1 \| DS: 435.3 \| TS: 639.6 \| QS: 843.9
200	Reinforced	SSR: 2165.4 \| DSR: 4244.2 \| TSR: 6236.4 \| QSR: 8228.6	SSR: 222.1 \| DSR: 435.3 \| TSR: 639.6 \| QSR: 843.9
201	High Bending	SS: 1593.2 \| DS: 3122.8 \| TS: 4585.5 \| QS: 6054.3	SS: 348 \| DS: 696 \| TS: 1044 \| QS: 1392
202	High Bending	SS: 3335.8 \| DS: 6538.2 \| TS: 9607.1 \| QS: 12676.1	SS: 348 \| DS: 696 \| TS: 1044 \| QS: 1392
203	Super High Shear	N/A	SS: 509.8 \| DS: 999.2 \| TS: 1468.2 \| QS: 1937.2

Geometric Characteristics

Structure	Chord Area (cm²)	Section Properties (cm³)	Moment of Inertia (cm⁴)
SS	25.48	5437	580174
SSR	50.96	10875	1160348
DS	50.96	10875	1160348
DSR1	76.44	16312	1740522
DSR2	101.92	21750	2320696
TS	76.44	16312	1740522
TSR2	127.4	27185	2900870
TSR3	152.88	32625	3481044
QS	101.92	21750	2320696
QSR3	178.36	38059	4061218
QSR4	203.84	43500	4641392