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| Categories | Bailey Bridge |
|---|---|
| Brand Name: | Zhonghai Bailey Bridge |
| Model Number: | CB200/CB321 |
| Certification: | IS09001, CE |
| Place of Origin: | China |
| MOQ: | 1 Pcs |
| Price: | USD 95-450 |
| Payment Terms: | L/C,D/P,T/T |
| Supply Ability: | 60000ton/year |
| Delivery Time: | 8-10 work days |
| Packaging Details: | Naked |
| Cost: | Affordable |
| OEM: | Specialized |
| Type: | Truss bridge |
| Material: | Steel |
| Application: | Temporary Bridge |
| Main Steel: | Q345B |
| Structure Type: | Steel Truss Bridge |
| Corrosion Prevention: | Galvanization Or Painting |
| Product Capability: | 60000 Pieces Per Year |
| Standard: | ASTM,GB,BS,BV |
| Grade: | Q355B |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Steel Truss Bridge/railway Steel Bridge For Sale
At Jiangsu Zhonghai Bridge Equipment Co., Ltd., we adhere strictly to the quality policy of "Quality First, Customer Supreme." We believe that the foundation of our success lies in the unwavering commitment to providing products of the highest quality and delivering exceptional customer service. Every step of our production process, from raw material selection to final product inspection, is meticulously managed to ensure that our bridges and equipment meet the most rigorous international standards. Our dedication to customer satisfaction drives us to continuously improve our products and services, and to respond promptly to customer needs. By prioritizing quality and customer focus, we aim to build enduring trust and long-term partnerships with our clients.
Specifications:
| CB321(100) Truss Press Limited Table | |||||||||
| No. | Lnternal 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 | 4809.4 | 6750 |
| 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 |
| CB200 Truss Press Limited Table | |||||||||
| NO. | Internal Force | Structure Form | |||||||
| Not Reinforced Model | Reinforced Model | ||||||||
| SS | DS | TS | QS | SSR | DSR | TSR | QSR | ||
| 200 | Standard Truss Moment(kN.m) | 1034.3 | 2027.2 | 2978.8 | 3930.3 | 2165.4 | 4244.2 | 6236.4 | 8228.6 |
| 200 | Standard Truss Shear (kN) | 222.1 | 435.3 | 639.6 | 843.9 | 222.1 | 435.3 | 639.6 | 843.9 |
| 201 | High Bending Truss Moment(kN.m) | 1593.2 | 3122.8 | 4585.5 | 6054.3 | 3335.8 | 6538.2 | 9607.1 | 12676.1 |
| 202 | High Bending Truss Shear(kN) | 348 | 696 | 1044 | 1392 | 348 | 696 | 1044 | 1392 |
| 203 | Shear Force of Super High Shear Truss(kN) | 509.8 | 999.2 | 1468.2 | 1937.2 | 509.8 | 999.2 | 1468.2 | 1937.2 |
| CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge) | ||||
| Structure | Geometric Characteristics | |||
| Geometric Characteristics | Chord Area(cm2) | Section Properties(cm3) | Moment of Inertia(cm4) | |
| ss | SS | 25.48 | 5437 | 580174 |
| SSR | 50.96 | 10875 | 1160348 | |
| DS | DS | 50.96 | 10875 | 1160348 |
| DSR1 | 76.44 | 16312 | 1740522 | |
| DSR2 | 101.92 | 21750 | 2320696 | |
| TS | TS | 76.44 | 16312 | 1740522 |
| TSR2 | 127.4 | 27185 | 2900870 | |
| TSR3 | 152.88 | 32625 | 3481044 | |
| QS | QS | 101.92 | 21750 | 2320696 |
| QSR3 | 178.36 | 38059 | 4061218 | |
| QSR4 | 203.84 | 43500 | 4641392 | |
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

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