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Portable Steel Bridges/steel Floating Bridge
Maintenance costs for Bailey bridges typically include the following:
1. **Material costs**
- Bailey bridges are primarily made of high-strength steel, and
material costs vary depending on the quality of the steel, the
supplier, and market conditions. High-quality steel, while having a
higher initial cost, provides better durability and lower long-term
maintenance costs.
2. **Installation costs**
- **Labor costs**: Bailey bridge installation requires skilled
labor, and the cost varies depending on local wage levels and the
complexity of the installation.
- **Equipment rental**: Heavy machinery, such as cranes and trucks,
may be required during the installation process, and their rental
costs can increase installation costs.
- **Installation time**: Although Bailey bridges are quick to
install, installation time can still affect costs, especially when
encountering inclement weather or logistical issues.
3. **Transportation costs**
- The cost of transporting Bailey bridge components to the
installation site is an important component of the total cost.
Transportation costs vary depending on distance, component size and
weight, and conditions along the transportation route.
4. **Periodic maintenance costs**
- **Inspection costs**: Bailey bridges require regular inspections
to identify signs of corrosion, wear or damage. Inspection
frequency is usually once a year, but in harsh environments or
high-traffic areas, inspections may be required every six months.
- **Corrosion treatment**: Regular cleaning and repainting are
necessary to prevent corrosion. In coastal or high-humidity areas,
more frequent painting may be required.
- **Part replacement**: If corroded or damaged parts are found,
they may need to be replaced, which will increase maintenance
costs.
5. **Long-term maintenance costs**
- In the long run, Bailey bridges have relatively low maintenance
costs because their modular design allows for easy inspection and
replacement of parts. However, regular maintenance is still key to
ensure their long-term service life and safety.
6. **Maintenance costs in special circumstances**
- In emergency situations or after major events (such as floods,
earthquakes), additional inspections and repairs may be required.
Maintenance costs in these situations can increase significantly.
In general, the maintenance costs of Bailey Bridges will vary depending on the specific conditions of the bridge, the environment in which it is used, and the maintenance measures taken. Regular inspections and timely maintenance can effectively reduce long-term maintenance costs and extend the service life of the bridge.
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