In short:
A gooseneck tunnel is an elongated recess in the front undercarriage of a container. It accommodates the raised gooseneck of a compatible container chassis.
This allows the container to sit lower on the chassis. This is particularly important when transporting tall containers by road, as it reduces the total height of the vehicle and container.
The gooseneck tunnel is located on the underside of the container. It begins at the front end and runs centrally toward the middle of the container.
During loading, the raised part of the chassis fits into this recess. Therefore, the dimensions and position of the tunnel must match the chassis being used.
Gooseneck tunnels are primarily found on longer containers. They are frequently found on 40-foot and 45-foot high-cube containers .
Not every container of these sizes automatically has a gooseneck tunnel. The configuration depends on the design, the manufacturer, and the intended use.
Before planning transport, you should therefore check whether the specific container and the chassis are compatible with each other.
A high-cube container is about 30 centimeters taller than a standard container. When transported on a conventional chassis, this can result in exceeding the maximum permissible vehicle height.
A gooseneck chassis has a raised structure at the front. The corresponding tunnel in the container accommodates this section, allowing the container to sit lower on the vehicle.
The gooseneck tunnel does not change the external height of the container itself. However, it helps to reduce the overall transport height.
A gooseneck chassis is a trailer used for the road transport of containers. Its front section is raised, with a shape that resembles a gooseneck.
This raised section fits into the container's gooseneck tunnel. This allows the container and chassis to form a space-saving unit.
The gooseneck is part of the chassis. The gooseneck tunnel is the corresponding recess on the container.
A gooseneck tunnel is designed to accommodate the raised section of a container chassis. It runs longitudinally along the front part of the undercarriage.
Forklift pockets, on the other hand, run transversely through the container floor. The forks of a suitable forklift can be inserted into them.
Both structures are located on the undercarriage, but they serve different purposes.
The gooseneck tunnel is part of the container's floor structure. Depending on the design, it can influence the construction of the undercarriage and the arrangement of the floor cross-members.
For standard use, the permissible payload of the specific container is the primary factor. For heavy machinery or high point loads, it is also necessary to check how forces are transferred into the floor and frame.
The weight specifications on the CSC plate or the identification plate remain the definitive reference.
During a container conversion, the existing floor structure must be taken into account. This is especially important for floor cutouts, cable routing, or heavy technical installations.
The gooseneck tunnel must not be modified or sealed without technical verification if the container is still intended for transport. Changes can affect compatibility with chassis and the structural integrity of the floor.
m³ takes the design of the original container into account during the planning phase. This ensures that transport, installations, and future use are perfectly aligned.
For purely stationary use, the tunnel is generally not actively required. However, it remains an integral part of the floor structure.
Its position should be known when planning foundations, conduits, or utility connections. If the container is to be transported again later, the functionality of the tunnel must not be compromised.
No. Whether a tunnel is present depends on the size, design, and specifications of the container. The specific container should be checked before transport.
No. The gooseneck tunnel accommodates a portion of the chassis. Forklift pockets are used for lifting the container with a suitable forklift.
Retrofitting involves modifying the load-bearing floor structure. It therefore requires professional planning and may necessitate a new technical inspection.