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| Categories | Emergency Modular 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 |
| Structure: | Steel Structure |
| Material: | Steel |
| OEM: | Specialized |
| Standard: | ASTM,GB,BS,BV |
| Type: | Modular |
| Durability: | High |
| Maintenance: | Low |
| Usage: | Emergency situations |
| Application: | Disaster relief, operations, temporary access |
| Company Info. |
| Jiangsu Zhonghai Bridge Equipment Co.,LTD |
| Verified Supplier |
| View Contact Details |
| Product List |
Assembly Steel Bridge/ Steel Bridge
Using automatic welding for bridge construction presents several challenges:
1. **Complex Construction Environment**
Bridge construction often takes place in open-air environments,
making welding operations vulnerable to weather conditions such as
wind, rain, and extreme temperatures. Additionally, the
construction site may have overlapping work operations and multiple
obstacles, further complicating the welding process. The
non-directional welding points and significant mobility required
during construction also pose difficulties.
2. **Real-Time Adaptation Limitations**
Current automatic welding systems often rely on static models that
cannot account for real-time changes during the welding process,
such as material deformations, misalignments, and defects. Without
real-time feedback, these systems may struggle to adapt to dynamic
conditions, potentially compromising weld quality.
3. **Limited Detection Range**
Some welding quality detection systems have limitations in terms of
the detection range of weld length and vertical distance. When
these parameters exceed the system's capacity, it becomes
challenging to meet the demands for efficiency and accuracy.
4. **Algorithm and Technology Evolution**
The field of object detection networks is rapidly evolving, and
incorporating new modules and advancements into existing systems is
necessary to keep up with the latest developments. This requires
continuous updates and improvements to the algorithms and
technologies used in automatic welding systems.
5. **Safety Risks**
The welding process generates strong currents, high temperatures,
and significant amounts of fumes and dust, which can pose safety
risks to construction workers. These conditions may also interfere
with the operation of welding equipment and sensors.
6. **Meeting Project Deadlines**
Bridge construction projects often have tight deadlines, and
ensuring high-quality welds while maintaining a fast pace of work
can be challenging. Automatic welding systems must be efficient and
reliable to meet these demands without compromising on quality.
7. **Data Management and Collaboration**
Effective data management and collaboration among team members are
crucial for successful bridge construction. Challenges include
efficiently managing datasets, sharing insights, and coordinating
strategies to ensure that all aspects of the welding process are
optimized.
Addressing these challenges requires continuous innovation and the integration of advanced technologies, such as real-time monitoring and adaptive control systems, to enhance the reliability and efficiency of automatic welding in bridge construction.
Specifications:
| 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 | |
| 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 |
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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