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Temporary Steel Suspension Bridge / Portable Steel Bridge 3000mm*1400mm

Temporary Steel Suspension Bridge / Portable Steel Bridge 3000mm*1400mm

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
Detail Information
Place of Origin
China
Brand Name
Zhonghai Bailey Bridge
Certification
IS09001, CE
Model Number
CB200/CB321
Grade:
Q355B
Qualification:
ISO Or Similar
Dimensions:
Standard Or Customized
Secondary Steel:
Q235
Panel Size:
3000mm*1400mm
Application:
Steel Structure Bridge
Ramp:
6m,9m,12m
Structure Type:
Steel Bridge
Deck:
Steel Deck / Timber Deck
Main Steel:
Q345B
Surface Finish:
Painted Or Galvanized
Highlight:

temporary steel suspension bridge

,

portable steel bridge 3000mm*1400mm

,

temporary portable steel bridge

Product Description

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


Temporary Steel Suspension Bridge / Portable Steel Bridge 3000mm*1400mm 12

products
PRODUCTS DETAILS
Temporary Steel Suspension Bridge / Portable Steel Bridge 3000mm*1400mm
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
Detail Information
Place of Origin
China
Brand Name
Zhonghai Bailey Bridge
Certification
IS09001, CE
Model Number
CB200/CB321
Grade:
Q355B
Qualification:
ISO Or Similar
Dimensions:
Standard Or Customized
Secondary Steel:
Q235
Panel Size:
3000mm*1400mm
Application:
Steel Structure Bridge
Ramp:
6m,9m,12m
Structure Type:
Steel Bridge
Deck:
Steel Deck / Timber Deck
Main Steel:
Q345B
Surface Finish:
Painted Or Galvanized
Minimum Order Quantity:
1 Pcs
Price:
USD 95-450
Packaging Details:
Naked
Delivery Time:
8-10 work days
Payment Terms:
L/C,D/P,T/T
Supply Ability:
60000ton/year
Highlight

temporary steel suspension bridge

,

portable steel bridge 3000mm*1400mm

,

temporary portable steel bridge

Product Description

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


Temporary Steel Suspension Bridge / Portable Steel Bridge 3000mm*1400mm 12