Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight

Brand Name:Zhonghai Bailey Bridge
Certification:IS09001, CE
Model Number:CB200/CB321
Minimum Order Quantity:1 Pcs
Delivery Time:8-10 work days
Payment Terms:L/C,D/P,T/T
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Location: Zhenjiang Jiangsu China
Address: No. 83, Dantu New City Section, Speech Highway, Dantu District, Zhenjiang, Jiangsu, China
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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 ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Standard Truss Moment(kN.m)788.21576.42246.43265.41687.533754809.46750
321(100)Standard Truss Shear (kN)245.2490.5698.9490.5245.2490.5698.9490.5
321 (100) Table of geometric characteristics of truss bridge(Half bridge)
Type No.Geometric CharacteristicsStructure Form
Not Reinforced ModelReinforced Model
SSDSTSDDRSSRDSRTSRDDR
321(100)Section properties(cm3)3578.57157.110735.614817.97699.115398.323097.430641.7
321(100)Moment of inertia(cm4)250497.2500994.4751491.62148588.8577434.41154868.81732303.24596255.2

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CB200 Truss Press Limited Table
NO.Internal ForceStructure Form
Not Reinforced ModelReinforced Model
SSDSTSQSSSRDSRTSRQSR
200Standard Truss Moment(kN.m)1034.32027.22978.83930.32165.44244.26236.48228.6
200Standard Truss Shear (kN)222.1435.3639.6843.9222.1435.3639.6843.9
201High Bending Truss Moment(kN.m)1593.23122.84585.56054.33335.86538.29607.112676.1
202High Bending Truss Shear(kN)3486961044139234869610441392
203Shear Force of Super High Shear Truss(kN)509.8999.21468.21937.2509.8999.21468.21937.2

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CB200 Table of Geometric Characteristics of Truss Bridge(Half Bridge)
StructureGeometric Characteristics
Geometric CharacteristicsChord Area(cm2)Section Properties(cm3)Moment of Inertia(cm4)
ssSS25.485437580174
SSR50.96108751160348
DSDS50.96108751160348
DSR176.44163121740522
DSR2101.92217502320696
TSTS76.44163121740522
TSR2127.4271852900870
TSR3152.88326253481044
QSQS101.92217502320696
QSR3178.36380594061218
QSR4203.84435004641392



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



China Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight supplier

Panel Stand Portable Bailey Emergency Panel Bridges Q345E Lightweight

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