With continuous technological advancements, traditional steel structure construction methods can no longer meet construction requirements. Therefore, the market is constantly adjusting to resolve the conflict between construction processes and requirements. This has driven the further development and application of the steel structure overall lifting process, which offers superior economic and social benefits.

According to online information, the method of ground assembly and overall lifting for steel structure projects involves assembling the color-coated steel connecting corridor on a floor assembly platform. Then, lifting equipment is used to raise the entire structure to its design elevation, where it is connected to the brackets on the surrounding structure. This method significantly reduces high-altitude operations and boasts advantages in terms of shorter construction periods, higher efficiency, and lower costs.

The steel structure overall lifting construction process, centered on synchronous control, mainly includes "steel wire rope load-bearing, computer control, and hydraulic jack cluster operation." This method consists of a cluster hydraulic jack system, pump station system, steel wire rope load-bearing system, sensor detection system, and computer control system. The overall lifting process offers advantages in terms of saving construction costs and shortening construction time.

The control system uses computer control and transmits control instructions via CAN bus technology. It automatically performs synchronous movements, load balancing, posture correction, stress control, operation locking, process display, and fault alarms. It is a modern, advanced device integrating mechanical, electrical, hydraulic, sensor, and computer control technologies.

Successful Application Example of Steel Structure Lifting Synchronous Control Technology: For aesthetic purposes, an aerial walkway was designed between the A and B buildings of the Shouke Building. This is a steel structure connector with a base design elevation of 75 meters and a span of 42 meters, weighing approximately 200 tons. If traditional methods were used to complete the assembly construction in the air, it would require scaffolding from the 6th-floor roof (22 meters) to 75 meters. This is difficult to achieve from both a technical and safety standpoint. After consultation with various experts, it was decided to use a ground assembly and overall lifting construction method, adopting the complete set of synchronous control-based steel structure overall lifting technology.