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| Categories | Portable 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 |
| Type: | Truss bridge |
| Net Width: | 3.15m,4.2m,7.35m 10.5m |
| Surface: | Galvanized |
| Application: | Steel Structure Bridge |
| Bolt Grade: | Grade 8.8 |
| Secondary Steel: | Q235 |
| Easy To Transport: | Yes |
| Adaptable To Different Terrains: | Yes |
| Deck: | steel deck / timber deck |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Two Lane Steel Bailey Bridge/temporary Steel Bailey Bridge
Application of Jiangsu Zhonghai Bridge Equipment Co., Ltd.'s welding technology in bridge construction
Jiangsu Zhonghai Bridge Equipment Co., Ltd.'s welding technology, especially its patented "A truss welding processing tool" (CN 221833700 U), has wide application potential in bridge construction. This technology significantly improves welding efficiency and quality through innovative tool design and is suitable for a variety of bridge construction scenarios.
1. **Multi-angle flip function**
The tool design allows the truss to be flipped at multiple angles
during welding, which is particularly important in bridge
construction. Bridge structures usually have complex geometric
shapes and multi-faceted welding requirements. The multi-angle flip
function makes welding operations more flexible and efficient,
reducing the inconvenience and time cost caused by manual flipping
of trusses.
2. **Improving welding quality**
The locking mechanism locks the toothed disc during welding to
prevent the support frame from rotating, thereby avoiding the truss
from deflecting during welding. This function directly improves the
welding quality, reduces structural defects caused by welding
deflection, and ensures the safety and reliability of the bridge
structure.
3. **Automation and efficiency improvement**
The tooling realizes the rapid flipping and fixing of the truss
through automated control, greatly improving welding efficiency. In
large-scale bridge construction projects, this efficiency
improvement can significantly shorten construction time and reduce
labor costs.
4. **Adaptability to complex environments**
Bridge construction often faces complex construction environments,
such as high-altitude operations and severe weather. The stability
and reliability of the tooling enable it to maintain efficient
welding operations in these complex environments, ensuring
construction progress and quality.
5. **Sustainability and environmental benefits**
By improving welding efficiency and reducing material waste, the
technology helps to reduce the carbon footprint of bridge
construction. In addition, high-quality welding reduces the need
for future maintenance, further improving the sustainability of
bridges.
Summary
The welding technology of Jiangsu Zhonghai Bridge Equipment Co.,
Ltd. has significant application advantages in bridge construction.
Through multi-angle flipping functions, improved welding quality,
automation and efficiency improvement, adaptability to complex
environments, and sustainability and environmental benefits, the
technology provides a more efficient, reliable and environmentally
friendly solution for bridge construction. These advantages not
only enhance the company's market competitiveness, but also set new
standards for the global bridge construction industry.
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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