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Q355B Steel Pedestrian Bridge Steel Structure Bridge 1.5m Height 2m Width

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Q355B Steel Pedestrian Bridge Steel Structure Bridge 1.5m Height 2m Width

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

Packing:

Packing In Containers Or Bulk

Grade:

Q355B

Surface Finish:

Painted Or Galvanized

Panel Height:

1.5m ,2.134m

Maintenance:

Height:

Width:

Modular Panel Length:

3m,3.048m

Color:

Silver

Product Capability:

60000 Pieces Per Year

Standard:

ASTM,GB,BS,BV

Highlight:

q355b steel pedestrian bridge

q355b steel truss pedestrian bridge

1.5m steel pedestrian bridge

Product Description

Steel Bridge With Good Quality/steel Structure Bridge Application

The maintenance requirements for Bailey bridges, such as those produced by Jiangsu Zhonghai Bridge Equipment Co., Ltd., are significantly influenced by various environmental factors. These factors include:

1. **Weather Conditions**:

Extreme temperatures, humidity, and exposure to saltwater can accelerate corrosion and wear on bridge components. In such environments, more frequent inspections and maintenance are necessary to ensure structural integrity.

2. **Pollution**:

Industrial pollutants and de-icing salts can also contribute to corrosion. Regular cleaning of the bridge surfaces is recommended to remove pollutants and prevent localized corrosion.

3. **Soil Stability**:

The stability of the soil around the bridge foundations can affect the bridge's structural stability. In areas with unstable soil, additional measures such as soil reinforcement may be needed.

4. **Biological Growth**:

In humid environments, biological growth such as algae or moss can accumulate on the bridge surface, leading to potential corrosion and reduced structural performance. Regular cleaning to remove such growth is essential.

5. **Seismic Activity**:

In regions prone to earthquakes, the bridge design and maintenance must consider seismic resilience. This may involve periodic checks of seismic bracing and other structural components.

To mitigate these environmental impacts, maintenance practices should include regular inspections, timely repairs, and the application of protective coatings. In highly corrosive environments, such as coastal areas, thicker galvanized coatings or additional corrosion-resistant materials may be necessary.

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
Structure	Geometric Characteristics	Chord Area(cm2)	Section Properties(cm3)	Moment of Inertia(cm4)
ss	SS	25.48	5437	580174
ss	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

Tags:

prefabricated pedestrian bridges,

steel pedestrian bridge,

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PRODUCTS DETAILS

Products

Bailey Bridge

Steel Truss Bridge

Pedestrian Bridge

Trestle Bridge

Modular Steel Bridge

Emergency Modular Bridge

Prefabricated Bridge

Portable Bridge

Panel Bridge

Q355B Steel Pedestrian Bridge Steel Structure Bridge 1.5m Height 2m Width

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

Packing:

Packing In Containers Or Bulk

Grade:

Q355B

Surface Finish:

Painted Or Galvanized

Panel Height:

1.5m ,2.134m

Maintenance:

Low

Height:

1.5m

Width:

Modular Panel Length:

3m,3.048m

Color:

Silver

Product Capability:

60000 Pieces Per Year

Standard:

ASTM,GB,BS,BV

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

q355b steel pedestrian bridge

q355b steel truss pedestrian bridge

1.5m steel pedestrian bridge

Product Description

Steel Bridge With Good Quality/steel Structure Bridge Application

1. **Weather Conditions**:

2. **Pollution**:

Industrial pollutants and de-icing salts can also contribute to corrosion. Regular cleaning of the bridge surfaces is recommended to remove pollutants and prevent localized corrosion.

3. **Soil Stability**:

The stability of the soil around the bridge foundations can affect the bridge's structural stability. In areas with unstable soil, additional measures such as soil reinforcement may be needed.

4. **Biological Growth**:

5. **Seismic Activity**:

In regions prone to earthquakes, the bridge design and maintenance must consider seismic resilience. This may involve periodic checks of seismic bracing and other structural components.

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
Structure	Geometric Characteristics	Chord Area(cm2)	Section Properties(cm3)	Moment of Inertia(cm4)
ss	SS	25.48	5437	580174
ss	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

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