Payment Terms | L/C,D/A,D/P,T/T,Western Union,MoneyGram |
Delivery Time | negotiation |
Packaging Details | According to detailed order |
Product name | Floating pontoon bridge |
Feature | Reusable |
Type | Temporary Bridge |
Surface Protection | Anti-corrosion Coatings |
Brand Name | EVERCROSS |
Model Number | COMPACT-200; COMPACT-100; CHINA 321 ; PB 100; LSB; GWD; DELTA; 450,etc |
Certification | CNAS; COC; PVOC; SONCAP; CIDB;FORM E;FORM L; FORM M, etc |
Place of Origin | China |
View Detail Information
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Product Specification
Payment Terms | L/C,D/A,D/P,T/T,Western Union,MoneyGram | Delivery Time | negotiation |
Packaging Details | According to detailed order | Product name | Floating pontoon bridge |
Feature | Reusable | Type | Temporary Bridge |
Surface Protection | Anti-corrosion Coatings | Brand Name | EVERCROSS |
Model Number | COMPACT-200; COMPACT-100; CHINA 321 ; PB 100; LSB; GWD; DELTA; 450,etc | Certification | CNAS; COC; PVOC; SONCAP; CIDB;FORM E;FORM L; FORM M, etc |
Place of Origin | China |
Floating pontoon bridge by boat or tank instead of bridge pier, the float bridge. Army together a using standard equipment, military pontoon bridge, says pontoon bridge. Its structure is not complex, open and convenient, bridge construction has the characteristics of simple, fast, but the high cost of maintenance. At ordinary times could be used in the emergency disaster relief or as a temporary traffic facilities.
Floating pontoon bridge design basic scheme consideration points
Road condition, performance, pontoon structure, pontoon drawings, environment
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.
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 Level | Hazard Description |
0 | No damage to the stability of the bridge |
1 | No damage to bridge function |
2 | Although the damage has some limitations on the function of the bridge, these functions can be restored |
3 | Hazards can cause loss of bridge function, but are limited in order to avoid collapse, subsidence and drift |
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 class | Important coefficient | Required performance level |
Normal load and working water wave conditions | A/B | 0 |
Resistant to magnitude 1 earthquakes | A/B | 1 |
Protect against storm waves | B | 1 |
A | 2 | |
Tsunamis and magnitude 2 earthquakes | B | 2 |
A | 3 |
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. Snow load, centrifugal load, tsunami factor, storm tide factor, lake fluctuation (secondary fluctuation), ship shock wave, sea shock, braking load, assembly load, collision load (including ship collision), pack ice factor and pack ice pressure, coastal transport factor, drifting object factor, water class factor (erosion and friction) and other loads.
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.
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. These loads depend on wind speed, direction, duration, blow length (wind zone length), channel structure and depth.
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.
Features of Floating pontoon bridge
1. The span of the pontoon bridge is large (compared with other pontoon equipment), and the load capacity is large, of course, the load capacity of the bridge foot boat (boat) should also be increased accordingly.
2. Usually civilian barges or large tonnage boats are used as bridge boats.
3. The pontoon bridge can generally only form a single-lane, and the width for the vehicle is 3.7m. When the double lane bridge is needed, two bridge span devices are used side by side.
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.
Rapid deployment
Portability and reusability
Flexibility in design
Versatility
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.
Handling stability: Ease of handling is one of the most important performance.
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.
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.
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.
Design of wind speed and effective wave height: the effective wave height of 2.5m is a key point of the pontoon type bridge. 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.
Pedestrian, road and railway.
Evercross Steel Bridges Overview :
Company Details
Business Type:
Manufacturer,Trading Company,Seller
Year Established:
2005
Total Annual:
50 Million-80 Million
Employee Number:
120~150
Ecer Certification:
Verified Supplier
Production Factory: Total Area: 47,000㎡ Production workshop: 22,000㎡ Lifting Capacity:100 tons Annual output:100,000 tons Main Products: Bailey bridge(Compact-200, Compact-100, LSB, PB100, China-321,BSB) Modular bridge( GWD, Delta, 450-type,etc), Truss Bridge,Wa... Production Factory: Total Area: 47,000㎡ Production workshop: 22,000㎡ Lifting Capacity:100 tons Annual output:100,000 tons Main Products: Bailey bridge(Compact-200, Compact-100, LSB, PB100, China-321,BSB) Modular bridge( GWD, Delta, 450-type,etc), Truss Bridge,Wa...
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