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MOQ: | 1 Pcs |
Price: | USD 95-450 |
Standard Packaging: | Naked |
Delivery Period: | 8-10 work days |
Payment Method: | L/C,D/P,T/T |
Supply Capacity: | 60000ton/year |
Temporary Steel Suspension Bridge/portable Steel Bridge
The typical maintenance intervals for Bailey bridges depend on several factors, including the bridge's usage, environmental conditions, and age. Here are the general guidelines:
1. **Routine Visual Inspections**:
- These should be conducted at least once a year. However, in areas with heavy traffic, harsh weather conditions, or frequent use, inspections may be needed more frequently, typically every six months.
2. **Detailed Structural Inspections**:
- Comprehensive structural assessments, including load testing and non-destructive testing methods like ultrasonic testing, should be performed annually or biennially. These inspections help evaluate the overall integrity of the bridge.
3. **Environmental Considerations**:
- In harsh environments, such as coastal areas with high salt content or regions with extreme weather, more frequent inspections (every six months) are recommended to monitor for signs of corrosion and other environmental damage.
4. **Post-Event Inspections**:
- After significant weather events (e.g., floods, hurricanes) or incidents (e.g., vehicle collisions), additional inspections should be conducted to assess any immediate damage.
5. **Maintenance Practices**:
- Regular cleaning and debris removal should be performed as needed to prevent water accumulation and corrosion. This can be done quarterly or semi-annually, depending on environmental conditions.
By adhering to these maintenance intervals, Bailey bridges can remain safe and functional throughout their service life. Regular inspections and proactive maintenance are key to identifying and addressing issues before they escalate into more significant problems.
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
![]() |
MOQ: | 1 Pcs |
Price: | USD 95-450 |
Standard Packaging: | Naked |
Delivery Period: | 8-10 work days |
Payment Method: | L/C,D/P,T/T |
Supply Capacity: | 60000ton/year |
Temporary Steel Suspension Bridge/portable Steel Bridge
The typical maintenance intervals for Bailey bridges depend on several factors, including the bridge's usage, environmental conditions, and age. Here are the general guidelines:
1. **Routine Visual Inspections**:
- These should be conducted at least once a year. However, in areas with heavy traffic, harsh weather conditions, or frequent use, inspections may be needed more frequently, typically every six months.
2. **Detailed Structural Inspections**:
- Comprehensive structural assessments, including load testing and non-destructive testing methods like ultrasonic testing, should be performed annually or biennially. These inspections help evaluate the overall integrity of the bridge.
3. **Environmental Considerations**:
- In harsh environments, such as coastal areas with high salt content or regions with extreme weather, more frequent inspections (every six months) are recommended to monitor for signs of corrosion and other environmental damage.
4. **Post-Event Inspections**:
- After significant weather events (e.g., floods, hurricanes) or incidents (e.g., vehicle collisions), additional inspections should be conducted to assess any immediate damage.
5. **Maintenance Practices**:
- Regular cleaning and debris removal should be performed as needed to prevent water accumulation and corrosion. This can be done quarterly or semi-annually, depending on environmental conditions.
By adhering to these maintenance intervals, Bailey bridges can remain safe and functional throughout their service life. Regular inspections and proactive maintenance are key to identifying and addressing issues before they escalate into more significant problems.
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