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Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight
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Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight

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
Product Description
Detail Information
Place of Origin
China
Brand Name
Zhonghai Bailey Bridge
Certification
IS09001, CE
Model Number
CB200/CB321
Features:
Adjustable, Durable, Lightweight
Structure:
TSR
Coating:
Galvanized
Materials:
Q345E
Suitable For Outdoor Use:
Yes
Material:
Steel
Portable:
Yes
Corrosion Resistant:
Yes
Highlight:

emergency panel bridge

,

q345e panel bridge

,

q345e emergency bridge

Product Description

Panel Stand Portable Bailey/emergency Panel Bridges


For Bailey bridges with slightly cracked bridge decks, the inspection frequency should be determined according to the specific use and environmental conditions of the bridge. Generally speaking, the recommended inspection cycle is as follows:


1. **Daily inspection**: If the Bailey bridge is in high-frequency use (such as a busy traffic section), it is recommended to conduct an inspection once a week. This can timely detect whether the minor cracks have a tendency to expand and ensure the safety of the bridge.


2. **Regular inspection**: For Bailey bridges in general use, it is recommended to conduct a comprehensive inspection once a month. Focus on checking whether the cracked parts of the bridge deck have signs of further development, and check whether other components also have potential problems.


3. **Special environment inspection**: If the Bailey bridge is in a harsh environment (such as high humidity, strong wind, heavy rain, etc.), the inspection frequency should be appropriately increased. For example, after a heavy rain, an inspection should be carried out immediately to ensure that the cracks in the bridge deck have not been aggravated by rain erosion.

During the inspection, if it is found that the minor cracks have a tendency to expand or affect the normal use of the bridge, repair measures should be taken immediately. At the same time, establish detailed inspection records to record the time of each inspection, problems found and treatment measures, so as to better track the condition of the bridge.



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



Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight 12

Tags: 

weathered steel bridge,  

prefabricated steel bridges,  

bailey bridge manufacturer

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products
PRODUCTS DETAILS
Products

Bailey Bridge

Steel Truss Bridge

Pedestrian Bridge

Trestle Bridge

Modular Steel Bridge

Emergency Modular Bridge

Prefabricated Bridge

Portable Bridge

Panel Bridge
Name
  • Name
  • Name
Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight
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
Product Description
Detail Information
Place of Origin
China
Brand Name
Zhonghai Bailey Bridge
Certification
IS09001, CE
Model Number
CB200/CB321
Features:
Adjustable, Durable, Lightweight
Structure:
TSR
Coating:
Galvanized
Materials:
Q345E
Suitable For Outdoor Use:
Yes
Material:
Steel
Portable:
Yes
Corrosion Resistant:
Yes
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

emergency panel bridge

,

q345e panel bridge

,

q345e emergency bridge

Product Description

Panel Stand Portable Bailey/emergency Panel Bridges


For Bailey bridges with slightly cracked bridge decks, the inspection frequency should be determined according to the specific use and environmental conditions of the bridge. Generally speaking, the recommended inspection cycle is as follows:


1. **Daily inspection**: If the Bailey bridge is in high-frequency use (such as a busy traffic section), it is recommended to conduct an inspection once a week. This can timely detect whether the minor cracks have a tendency to expand and ensure the safety of the bridge.


2. **Regular inspection**: For Bailey bridges in general use, it is recommended to conduct a comprehensive inspection once a month. Focus on checking whether the cracked parts of the bridge deck have signs of further development, and check whether other components also have potential problems.


3. **Special environment inspection**: If the Bailey bridge is in a harsh environment (such as high humidity, strong wind, heavy rain, etc.), the inspection frequency should be appropriately increased. For example, after a heavy rain, an inspection should be carried out immediately to ensure that the cracks in the bridge deck have not been aggravated by rain erosion.

During the inspection, if it is found that the minor cracks have a tendency to expand or affect the normal use of the bridge, repair measures should be taken immediately. At the same time, establish detailed inspection records to record the time of each inspection, problems found and treatment measures, so as to better track the condition of the bridge.



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



Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight 12

Tags: 

weathered steel bridge,

prefabricated steel bridges,

bailey bridge manufacturer

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Address

No. 83, Dantu New City Section, Speech Highway, Dantu District, Zhenjiang, Jiangsu, China

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