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Weld-Free and Worry-Free: Redefining Structural Efficiency in High-Seismic Regions

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 For contractors weary of labor-intensive, time-consuming structural installations—especially in high-seismic zones— bolted steel framing offers a solution that radically redefines safety standards. Its core advantage? A design that guarantees ease of assembly without sacrificing seismic performance, streamlining on-site workflows while meeting every compliance requirement. The days of project delays caused by on-site welding, tedious alignments, or bulky reinforcement are over. Bolted steel components are prefabricated, precision-cut, and pre-drilled, ready for assembly straight off the truck. The intuitive bolting system requires no specialized skills for installation, allowing crews to erect frames with rapid precision, significantly cutting down installation time compared to rigid structures like concrete. No more worrying about mismatched parts or labor-heavy phases—this system is built for high-speed execution, even under the toughest site conditions. But simplicity doesn’t ...

The ground assembly method can be divided into several construction methods:

 


The ground assembly method can be divided into several construction methods:

a. On-site assembly and overall jacking

The space frame is assembled on the ground, and the fulcrum is set at the position of the column, so there is no need to stagger it, and then the space frame is raised to the design level with a jack.

b. On-site assembly and overall improvement

The space frame is fully assembled on the ground, and then the space frame is raised to the design level by using the plate lifter or the sliding form lifting machine.

c. On-site assembly, overall hoisting, and high-altitude displacement

This method is to stagger the grid support from the position of the support column when assembling on the ground (when individual rods affect the lifting, they can not be assembled, but should be properly reinforced). Then use the hoist to lift the space frame, and then move the space frame after it exceeds the top of the column, so that the support of the space frame moves to the top of the column and then it is in place.

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