This invention discloses a rapid installation method for a large-span, double-limb combined tensioned beam structure, belonging to the field of steel structure installation and construction technology. The invention involves
processing the tensioned beam as a whole in the workshop and then segmenting it at 1 / 3 and 2 / 3 of its length before transporting it to the construction site. One of the
steel columns is
cut into a column head and a column body below the column top. The column head and the tensioned beam's ear plate unit are then assembled on the ground using pins. The beam is assembled into a whole according to the designed
arch height, and an
infrared monitoring system is used to control the
assembly accuracy in real time. Temporary fixing measures, such as positioning baffles, are set at the joint between the column head and the column body. After the tensioned beam is hoisted into place, the pins are connected, and then the column head and column body are welded together. This invention, through ground
assembly, precise
infrared monitoring, temporary positioning, and delayed ear plate
welding, effectively eliminates hoisting deformation and installation deviations, increases the first-pass perforation rate of the pins, avoids the risk of enlarged holes, and significantly improves installation efficiency and
structural safety.