The invention relates to a high-rise building roof
cantilever structure formwork
supporting system and a construction method thereof, and belongs to the technical field of
building construction. In order to solve the problems that a traditional overhanging formwork needs to penetrate through a wall to retain a hole, leakage is prone to occurring, and dismantling is tedious, root high-strength bolt-end plate connection is adopted, an 18 # I-shaped steel main beam is not arranged on an overhanging section, and the 18 # I-shaped steel main beam and a 12 # I-shaped steel inclined strut form a self-balancing triangular stress unit; a disc buckle type
cantilever outer frame is installed at the outer end of the same main beam, a steel
pipe formwork is erected at the inner end of the same main beam,
load distribution is optimized through finite elements, and the maximum
hogging moment is reduced by more than or equal to 20% compared with a traditional scheme. Continuous concrete pouring of the
cantilever structure can be achieved through one-time building of the
system, holes do not need to be reserved in an outer wall, the whole cantilever structure can be hoisted away only by loosening bolts and
cutting off inclined strut weld joints during dismantling, and materials can be turned over by 100%. The method obviously eliminates the hidden danger of leakage, shortens the construction period, reduces the cost, and is suitable for construction of various cantilever structures such as cantilever slabs, cantilever beams and aerial corridors.