

Add to Cart
Resistant Bailey Emergency Bridge/galvanized Emergency Bailey Bridge
The following conditions need to be met to transform the 321-type
Bailey bridge into a two-lane bridge:
- **Structural design**:
- **Use an upper bearing structure**: In order to meet the needs of two-way two-lane roads, an upper
bearing structure can be used.
- **The main beam adopts a double-row single-layer unreinforced
Bailey beam**: The main beam can adopt a double-row single-layer unreinforced
Bailey beam.
- **Bridge deck crossbeam design**: The bridge deck crossbeam adopts I32a I-beams, which are set at a
spacing of 0.75 meters. The crossbeam also serves as the connection
between the Bailey beam and the crossbeam. [28a-type channel steels
are arranged longitudinally side by side on the crossbeam, and 6 mm
thick Q235 steel plates are welded on the channel steels (which
also serve as the construction template for the bridge deck
pavement layer).
- **Bridge deck pavement**: The bridge deck adopts 10 cm thick C40 waterproof concrete as the
pavement layer. In order to ensure a good connection between the
pavement layer and the bridge deck steel components, M16×60 shear
bolts are welded on the steel plate, and the shear bolts are
arranged at a spacing of 300 mm×300 mm.
- **Load and stability**:
- **Meet load requirements**: The reconstructed two-lane Bailey bridge must meet the
requirements of the corresponding load level, such as car-10,
car-15, car-20, crawler-50, trailer-80, etc.
- **Ensure stability**: The pins between the Bailey plates must be inserted properly, the
connecting angle steel bolts must be tightened, and the connection
between the longitudinal beam and the transverse pad beam must be
firm and reliable.
- **Construction conditions**:
- **Construction personnel and equipment**: When manually erecting, there are 30 to 40 workers, and the
construction workers must wear safety helmets and safety belts. It
is strictly forbidden to work on the shelves after drinking. When
hoisting Bailey piers, they should be assembled in layers. It is
forbidden to hoist a single set of Baileys to the top at one time.
When using a crane to hoist and dismantle Bailey piers, a special
person should be assigned to direct the crane. It is strictly
forbidden for the crane boom to collide with the Bailey beam and
its foundation.
- **Construction site**: When the cantilever push-pull method is used to erect a bridge,
there must be an equipment configuration and assembly site on our
bank with a length not less than 1.5 times the span of the bridge
and a width of 8 to 14 meters. When the terrain is restricted and
the assembly and pushing erection method is required, the site
length should also be not less than the span of the bridge. The
longitudinal slope of the assembly site should not be greater than
3%, and the horizontal direction should be roughly horizontal.
- **Other aspects**:
- **Demarcation and leveling of the bridgehead operation site**: Determine the position of the shore repose angle pile. When the
shore slope is steeper (greater than the repose angle),
corresponding measures should be taken.
- **Cross-strait conditions**: For a single-span bridge, the horizontal distance between the
repose angle piles on both sides should generally be less than 34
meters of the bridge span. The soil at the bridge seats on both
sides should be solid. When the soil bearing pressure does not meet
the design requirements, the foundation under the bridge seat plate
must be expanded or reinforced. The height difference between the
two sides should not be greater than 5% of the bridge span.
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