GB Q235 Prefabricated Steel Truss Bridge Panel Size 3000mm*1400mm

Low Price Bailey Bridge/best Price Bailey Bridge

When erecting a 321-type Bailey bridge in mountainous areas, the following points should be noted:

Terrain and foundation treatment
- **Foundation stability**: Mountainous terrain is complex and soil conditions may be unstable. Before erecting a Bailey bridge, it is necessary to ensure that the soil at the bridge seat is solid. If the soil bearing pressure is insufficient, the foundation under the bridge seat must be expanded or reinforced.
- **Repose angle pile setting**: Determine the position of the repose angle pile on the shore. When the slope of the shore is steeper (greater than the repose angle), the position of the repose angle pile must be calculated and set according to the formula.
- **Site requirements**: When erecting a bridge using the cantilever push-pull method, our bank must have an equipment configuration and assembly site with a length not less than 1.5 times the span of the bridge and a width of 8 to 14 meters. The longitudinal slope of the assembly site should not exceed 3%, and the horizontal direction should be roughly horizontal.

Erection and construction safety
- **Bridge span push**: When erecting a bridge using the cantilever push-pull method, the center of gravity of the bridge should always be behind the rock of the push-pull shore to prevent the bridge from overturning. The center of gravity can be ensured by adding several trusses (guide beams) at the front end of the main bridge.
- **Roller setting**: Rollers are set at the marked roller positions, and sample plates should be placed underneath. Only one row of trusses is allowed to pass through each rock, and the distance between the rock and the support plate is about 1.0 meters, and at least not less than 0.75 meters.
- **Safety of construction workers**: Construction workers must wear safety helmets and safety belts, and it is strictly forbidden to work on the shelves after drinking. When using a crane to lift and remove Bailey piers, a special person should be assigned to direct the crane, and it is strictly forbidden for the crane boom to collide with the Bailey beam and its foundation.

Bridge stability and reinforcement
- **Wind-resistant tie rods and diagonal braces**: When the span length of the bridge is less than 30 meters, diagonal braces are installed on the odd-numbered beams, and wind-resistant tie rods are installed on the even-numbered beams; when the span of the bridge is more than 30 meters, diagonal braces and wind-resistant tie rods should be installed on each guide beam.
- **Multi-row truss reinforcement**: For the guide beams of multi-row trusses, support frames and connecting plates must be installed to enhance the stability of the bridge.

Other precautions
- **Bridgehead slats**: The bridge and the access road are connected by bridgehead slats, with no buckle slats in the middle and buckle slats on both sides. Bridge slats and fixed flanges are laid on the slats.
- **Bridge deck system setting**: The bridge deck system can be fully assembled and then pushed out, or part of the bridge deck components can be installed or not installed, and then installed after being pushed into place. During installation, the end of the longitudinal beam should be buckled into the clip on the crossbeam.

The above precautions can ensure the safety and stability of the 321-type Bailey bridge when erecting in mountainous areas, and effectively cope with the challenges brought by complex terrain.

Specifications:

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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

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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

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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

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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