The application discloses a
hangar steel structure assembling construction process, realizes large-span
welding ball net rack, three-side supporting structure is frame column, and the construction adopts the comprehensive installation method of ground assembling and one-
time integral lifting; the net rack has large span, and the difficulty of lifting synchronization control is large; the application of the
mature technology solves the problem of large-span net rack lifting synchronization; professional calculation
software is used, accurate calculation is carried out, the structure is reasonably reinforced, the requirements of net rack
design specification, construction quality acceptance specification and the strength, rigidity and stability of the net rack itself are met; one-
time integral lifting is realized, multi-point and multi-face flow operation can be formed, the
engineering installation precision control is favorable, the
synchronous control integral lifting can be effectively solved, the number of rear folding installation components is reduced to the maximum extent, the upper and lower
anchor point positions of the roof steel structure are lifted and reinforced, and the installation precision in the assembling and lifting process of the large roof steel structure is measured and controlled.