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Footwalk Floating Pontoon Bridge Custom Portable Steel Bridges

EVERCROSS BRIDGE TECHNOLOGY (SHANGHAI) CO.,LTD.

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Footwalk Floating Pontoon Bridge Custom Portable Steel Bridges

Country/Region china
City & Province shanghai shanghai
Categories Construction Material Stocks
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Product Details

Floating Pontoon Bridge Description:

Footwalk Floating Pontoon Bridge Construction Safe And High-Performance

 

1.Floating pontoon bridge is a type of bridge that is supported by floating pontoons or floats instead of traditional piers or abutments. It is designed to allow passage over bodies of water where the construction of a permanent bridge may be impractical or too expensive.

 

 

    

 

 

 

 

 

 

 

2. Floating pontoon bridge design basic scheme consideration points

 

Road condition, performance, pontoon structure, pontoon drawings, environment

 

 

3. Basic design principle of floating pontoon bridge

 

Principles to be followed: the performance objectives are consistent with the purpose, safety, durability, quality, ease of maintenance and management, harmony with the environment, economy and other indicators.

Choosing the type of structure: topographic, geological and geographical conditions should be considered.

 

The number of pontoon structures and the overall system should meet the requirements of strength, deformation and stability.

 

The service life of a floating pontoon bridge is very sensitive to environmental conditions and factors such as natural loads (such as wind, water waves, current, tidal changes, sub-fluctuations in the lake surface) and corrosion. Under the condition of low cycle cost, the service life of the floating pontoon bridge is generally expected to be 75-100 years.

 

According to the importance factor, the design of the floating bridge should ensure that it has the corresponding target performance level listed in table, such as load, storm wave, tsunami and earthquake.

 

Relationship between load class, important coefficient and performance class of floating bridge
Load and load classImportant coefficientRequired performance level
Normal load and working water wave conditionsA/B0
Resistant to magnitude 1 earthquakesA/B1
Protect against storm wavesB1
A2
Tsunamis and magnitude 2 earthquakesB2
A

 

3
 

 

 

 

Below table gives the classification of the status performance levels of the floating pontoon bridge. A state performance level of 0 is mainly compared to other performance levels 1-3. For traffic loads, storm waves, tsunamis and earthquakes, the pontoons are designed in several performance levels.

   

Performance LevelHazard Description
0No damage to the stability of the bridge
1No damage to bridge function
2Although the damage has some limitations on the function of the bridge, these functions can be restored
3Hazards can cause loss of bridge function, but are limited in order to avoid collapse, subsidence and drift

 

 

 

4. Floating pontoon bridge design load

 

Design load

It mainly includes: Static load, dynamic load, impact load (such as collision, etc.), earth pressure (such as the anchor pile in the anchoring system on the floating pontoon bridge), hydrostatic pressure (including buoyancy), wind load, water wave factor (including expansion factor), seismic factor (including hydrodynamic pressure), temperature change factor, water flow factor, tidal change factor, foundation deformation factor, support movement factor, etc. 

 

Buoyancy, water wave, wind and recurrence period.

 

During the design of the floating pontoon bridge, the water level change caused by tide, tsunami and storm surge is one of the control loads. The vertical axis of the floating pontoon bridge should be considered in the design. When the wind blows over the water, the resulting waves will create horizontal, vertical and torsional loads on the floating pontoon bridge. 

 

The design wind speed is the average speed over a 10-minute period at an altitude of 10m above the water. Natural loads such as winds and earthquakes are a key factor in many cases.

 

Irregular water wave

Normally, water waves are very irregular. They are composed of regular water waves with many frequency components.

 

Because the natural period of the floating pontoon bridge is much longer than that of the traditional bridge, the effect of water wave with long period is greater. In terms of frequency, the spectrum represents the energy distribution of water waves. When the wind blows from a certain horizontal distance, the water waves continue to travel. 

 

Combined load

The combined load will have an adverse effect on the floating pontoon bridge.

Tide levels are divided into the following categories:

During earthquakes: between H.W.L.(high water level) and L.W.L.(low water level);

During snowstorms: between H.H.W.L.(highest H.W.L.) and L.W.L. or between H.H.W.L. and L.L.W.L.(lowest L.W.L.);

Conditions of use: between H.W.L. and L.W.L.

Thus, no fatal damage occurs during tsunamis, either from extreme tidal changes between H.W.L. and L.W.L. or from rising and lowering water levels.

 

 

5. Floating pontoon bridge material

 

Common materials are steel and concrete.

Generally speaking, the corrosion of the pontoon structure should be considered first. Because the watertightness of concrete is very important, watertight concrete or marine concrete is generally used in the manufacture of floating pontoon bridges. Among them, medium melting Portland cement, Portland blast furnace slag cement, Portland flying dust cement can be used to make floating pontoon bridges. The peristalsis and contraction effects of the structure need to be considered only when the tank is dry, so the above effects do not need to be considered once the tank is launched. High performance concrete such as fly dust and silica powder is most suitable for making floating tanks.

 

The materials used in the mooring system should be selected according to the design objectives, environment, durability and economy.

Due to the corrosive environment, anti-corrosion is necessary, especially in the parts below the average water level, M.L.W.L., there will be serious local corrosion. For such parts, cathodic protection is generally adopted.

 

Splash corrosion is the most serious, and its upper limit can be determined according to the installation of the structure.

 

            

 

 

The ebb and flow area is the most severe environment, and the corrosion rate varies greatly with the depth.

In the saltwater zone, the environment becomes more moderate. But for some conditions, such as currents and increased shipping, corrosion can be accelerated.

 

Note: Compared with the fixed structure, the floating pontoon bridge changes with the water surface, so the ebb and flow of the tide is not existent.

 

 

6. Limit state of the floating pontoon bridge

 

The floating pontoon bridge should be have sufficient capacity to face potential hazards such as ships, debris, wood, floods, mooring rope failure, and complete separation of the bridge after lateral or oblique fracture.

Although the water provides buoyancy for the floating pontoon bridge, if the water leaks into the interior of the floating pontoon bridge, it will gradually damage the floating pontoon bridge and eventually lead to the sinking of the bridge. This is the current research problem facing the floating pontoon bridge.

 

 

7. Specific design and analysis of floating pontoon bridge

 

Stability: refers to the ability of the ship to tilt under the action of external forces, and to return to the original balance position after the external forces disappear.

 

            

 

Three equilibrium states:

1) Stable balance: G is under M, and gravity and buoyancy form a stability torque after the tilt.

2) Unstable equilibrium: G is above M, and gravity and buoyancy form an overturning moment after tilting.

3) Accidental balance: G and M coincide, and gravity and buoyancy act on the same vertical line after tilt, without torque.

The relationship between stability and ship navigation:

1) The stability is too large, and the ship swings violently, causing discomfort to personnel, inconvenient use of navigation instruments, easy damage to hull structure, and easy displacement of cargo in the hold, thus endangering the safety of the ship.

2) The stability is too small, the ship's anti-capsizing ability is poor, it is easy to appear large inclination Angle, slow recovery, and the ship is tilted on the water surface for a long time, and the navigation is ineffective.

As with boats, the overturning of pontoons is related to their static stability.

 

In the process of designing a floating pontoon bridge, several most important physical quantities need to be considered: vertical displacement and horizontal displacement and tilt degree.

Whether it is the usual once-in-a-year blizzard weather conditions or the extreme once-in-a-century blizzard conditions, the comfort of traffic needs to be carefully considered in the design. Therefore, the response acceleration of the bridge should be within the range of tolerable values.

        

 

Handling stability: Ease of handling is one of the most important performance.

 

Seismic factors: Because the floating pontoon bridge has a long natural period, it is necessary to study the influence of long-period seismic waves. Although pontoons are inherently isolated, the resistance of the mooring system to earthquakes needs to be verified, especially the mooring piles and foundations.

 

Fatigue: to prevent structural damage caused by dynamic loads, such as wind, water waves, etc. The assessment method is the same as for traditional Bridges.

 

 

8. Floating pontoon bridge body design:

 

General pontoons mainly consider the separate pontoon tank. As explained earlier, the hydrodynamic characteristics of each tank can be studied individually, and then the results obtained can be used for global system analysis. In fact, discrete methods such as finite element method are often used in global system analysis. For this analysis method, the additional mass of each tank, hydrodynamic damping and hydrodynamic factors should be considered, and the position of the center of buoyancy of the tank should be input.

 

In order to ensure that the effective wave height is below 2.5m, it is necessary to set up a wave barrier. The viscous effect and the potential flow effect are two important factors in the analysis of the incident water wave motion and the stress of underwater structures. For potential flow theory, it is mainly the scattering and radiation effects of water waves around the structure.

            

                   

 

In fact, although the free surface fluid potential flow theory is based on the assumption that the fluid is incompressible, irrotational, and non-viscous, its prediction results are in good agreement with the experimental results. This is why water wave scattering theory based on linear potential flow theory is often applied in design analysis.

 

Superstructure design: mainly includes structure type selection, structure composition design and anti-corrosion content.

 

Floating body design: The floating body design is very different from the traditional bridge design. Floating body design includes: floating body type selection, floating body flood control part design, ship collision prevention design, transition connection section structure design, corrosion protection, ancillary facilities and anchoring structure design.

 

Basic design: basic design usually includes: confirm the load, select the type of foundation.

Accessory design: selection and design of connection structure.

 

 

9. Application of floating pontoon bridge: pedestrian, road and railway.


Floating pontoon bridges offer the advantage of being portable, modular, and relatively easy to assemble and disassemble. They can be configured to accommodate various loads and traffic types, including pedestrians, bicycles, vehicles, and even light to medium-duty construction equipment. However, it's important to note that floating pontoon bridges are typically designed for temporary use and may not have the same load-carrying capacity or longevity as permanent bridge structures.

 

 

10. Advantages of floating pontoon bridge:

 

The structure is not complicated,it is also easy to disassemble,but maintenance costs are high.

The purpose of building floating pontoon bridges is generally divided into two categories: one is to meet the needs of military combat readiness or disaster relief. Because the floating foundation replaces the complex underwater fixed foundation, the floating pontoon bridge is easy to set up, easy to dismantle, easier to evacuate and hide, and easier to load and transport, and has outstanding rapidity and mobility.

 

Floating pontoon bridges are temporary structures that can be assembled and disassembled relatively quickly, making them useful in military operations, disaster relief efforts, or construction projects where a temporary crossing is needed. They can be deployed in various configurations, including single-lane or multi-lane bridges, depending on the required capacity.

 

 

Evercross Steel Bridges Overview :

EVERCROSS STEEL BRIDGE SPECIFICATION
EVERCROSS
STEEL BRIDGE
Bailey bridge (Compact-200, Compact-100, LSB, PB100, China-321, BSB)
Modular bridge (GWD, Delta, 450-type, etc.),
Truss Bridge, Warren bridge,
Arch bridge, Plate bridge, Beam bridge, Box girder bridge,
Suspension bridge, Cable-stayed bridge,
Floating bridge, etc.
DESIGN SPANS10M TO 300M Single span
CARRIAGE WAYSINGLE LANE, DOUBLE LANES, MULTILANE, WALKWAY, ETC
LOADING CAPACITYAASHTO HL93.HS15-44, HS20-44, HS25-44,
BS5400 HA+20HB, HA+30HB,
AS5100 Truck-T44,
IRC 70R Class A/B,
NATO STANAG MLC80/ MLC110.
Truck-60T, Trailer-80/100Ton, etc.
STEEL GRADEEN10025 S355JR S355J0/EN10219 S460J0/ EN10113 S460N/BS4360 Grade 55C
AS/ NZS3678/ 3679/ 1163/ Grade 350,
ASTM A572/A572M GR50/GR65
GB1591 GB355B/C/D/460C, etc.
CERTIFICATESISO9001, ISO14001, ISO45001, EN1090, CIDB, COC, PVOC, SONCAP, etc.
WELDINGAWS D1.1/AWS D1.5
AS/NZS 1554 or equivalent
BOLTSISO898, AS/NZS1252, BS3692 or equivalent
GALVANIZATION CODEISO1461
AS/NZS 4680
ASTM-A123,
BS1706
or equivalent
 

 

 


 

 



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