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With the improvement of domestic construction enterprises’ capabilities in highway and railway bridge construction, China’s bridge construction projects are showing a trend of larger spans and higher construction difficulty, which puts forward higher requirements for bridge construction technology. During bridge construction, most medium and large components rely on gantry cranes for lifting operations. Therefore, reasonable installation of gantry cranes according to construction requirements can effectively improve equipment performance and bridge construction efficiency, as well as reduce construction costs.
The structures of gantry cranes vary. Common basic components include the hoisting system, gantry frame, rail foundation, and trolley traveling system.
The hoisting system is mainly used to lift or lower components with two lifting points. It consists of the tilting motor, main motor, planetary reducer, and drum. To ensure lifting balance, gantry cranes are usually designed with more than two hoisting systems. In order to stabilize the lifted object, the gantry crane needs to use the spreader beam and hoisting system to bear the load together, and then lift the component through the hydraulic crane or electric winch of the gantry crane.
The main gantry frame is the major structure of the gantry crane equipment and serves as the “stabilization system” of the crane, with the main function of ensuring lifting stability during operation. It is composed of a composite structure made of the main load-bearing beam and high/low-leg columns. The main beam is assembled by cross-joining many 65-pier bearing beams, with every two pieces fixed at the top of the support columns. Its main function is to ensure the stability of the gantry crane, rather than directly bearing the lifting load.
The main beam is generally a detachable truss beam or a multi-piece single-layer beam installed at the gantry position. The high and low-leg columns are also assembled from 65 piers, forming a multi-row column structure in both horizontal and vertical directions. Between the columns, horizontal bracing and cross diagonal bracing structures are installed. Adjacent columns on one side are reinforced with angle steel, and I-beams on top and bottom are reinforced with scissor bracing.
For bridge construction, gantry cranes are installed densely, and the wheels bear heavy pressure. Therefore, strict requirements are placed on the bearing capacity of the rail foundation. The foundation needs to be specially reinforced to withstand the rated load as per the gantry crane lifting design standards. Usually, the foundation is constructed as a reinforced concrete trough bed to ensure the rail base is solid and that the track’s smoothness meets design requirements.
The trolley traveling system ensures the safety and stability of lifting operations and is controlled by an electronic variable frequency speed controller. It is paired with pulleys and a slow-speed winch to reduce the impact caused by the sudden stopping or starting of the traveling device. To enable lateral movement, each trolley must be equipped with at least two pairs of steel wheels at the position of the main beam. The trolley traveling system typically consists of a track cart and a running rail.
For medium and large-scale bridge construction, conventional gantry crane traveling systems usually cannot meet construction requirements. A larger traveling system is needed. The main traveling system consists of a driving system and a traveling carriage, where the traveling carriage is a key control system in lifting operations. Assuming a fixed load capacity for the traveling carriage, lifting capacity can be increased by increasing the number of carriages. The traveling carriage meets the design load and travel distance requirements of bridge construction and reduces impact on the crane.
Generally, 83-pier steel and long I-beams are used as the traveling steel beam, paired with multifunctional carts. According to construction needs, single-track or double-track designs can be adopted. To minimize the impact of long-distance travel, control can be achieved by gear reduction drive systems with frequency converters; if the travel distance is short, it can use anchor points and traction devices for movement.
The installation of gantry cranes in bridge construction follows the principle of top-to-bottom and main structure first, followed by auxiliary structures. The installation procedures are as follows:
When applying gantry cranes to bridge construction, strict quality control must be exercised during installation to prevent unstable operation or unbalanced forces during lifting, which could affect operational safety and stability.
Commissioning should begin by powering the system. Each lifting action should be tested without load, and any deviation corrected until all parameters meet design standards. Once complete, the no-load commissioning ends.
Trial operation is similar but performed under load. Once deviations are corrected and standards are met under load, hoisting begins. After calculating main beam lifting points and completing main beam assembly, test lifting should stop when the beam is raised 10–20 cm for a balance check. Adjust configurations to level the beam.
In addition, operators should inspect the binding condition of the lifting slings and pads. Adjust as needed to ensure the best performance during lifting operations.
Gantry cranes offer advantages such as high lifting capacity, convenient installation and disassembly, and safe and stable operation. Many large bridge components rely on them for lifting. Scientific installation of gantry cranes based on construction requirements improves equipment performance, enhances construction efficiency, and reduces costs.
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