Real-time intelligent control method and system for inclination correction and reinforcement of high-rise building
An intelligent control and building technology, applied in the direction of building construction, construction, building maintenance, etc., can solve the problems of no vertical structural stress monitoring, structural cracking, deformation, etc., and achieve the effect of rectifying and reinforcing the safety of the construction process
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Embodiment 1
[0044] The present embodiment is a real-time intelligent control method and system for inclination correction and reinforcement of high-rise buildings. The method determines the foundation of high-rise buildings according to indicators such as the total settlement, settlement rate, inclination rate, upper load, and geological report of the inclined high-rise buildings. The number of anchor piles for foundation reinforcement. After the anchor piles are reinforced for high-rise buildings, pre-stressing pressure is used to temporarily seal the piles. After the settlement rate of the high-rise buildings remains relatively stable, the real-time intelligent control system can automatically issue instructions, according to the high-rise buildings. The inclination rate of the building determines the rectification amount, the number of cut piles, the position of cut piles, the sequence of cut piles, the number of anchor piles to seal the piles, the sequence of piles to seal, and the pile...
Embodiment 2
[0063] This embodiment provides important data support for the deflection rectification and reinforcement project of a high-rise building with an existing shear wall structure by using the real-time intelligent control method and system for the inclination correction and reinforcement of a high-rise building described in Embodiment 1.
[0064] The building area of this embodiment is: 23680 square meters (1 floor underground, 34 floors above ground, the total height is 98.9 meters above ground), the raft + prefabricated pipe pile foundation is a high-rise building with a shear wall structure. Due to the construction quality problem of this project, the bearing capacity of the pile foundation of the existing high-rise building is insufficient, resulting in a large settlement of the foundation. Uniform settlement, the inclination rate is 5.2 / 1000, which exceeds the allowable value stipulated by the state.
[0065] According to the actual situation of this project, the implement...
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