Rectification of jacking method for brick‐wooden buildings in deformation analysis with CFST reinforcement |
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Authors: | Xiao‐nan Zhang Ren‐liang Shan Man Lu |
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Affiliation: | 1. School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, China;2. School of Civil Engineering, Hebei University of Engineering, Handan, China |
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Abstract: | The tilting of buildings not only leads to inconvenience but also causes serious building collapses with heavy casualties and serious social impacts. However, rectification and reinforcement construction method started late in China. Now, this construction pattern mainly depends on sophisticated design techniques, without systematic techniques to reference. Based on the in‐depth analysis on tilt reason of a brick‐wooden building in Yunnan Province in China and combined with jacking rectification method, the impact pile project, artificial inserting shield engineering for steel box girder project, unbonded prestressed engineering project and concrete filled steel tube reinforcement example. Analyzing the multipoint synchronous lifting process by 3‐dimensional numerical simulation in ANSYS finite software. The actual monitoring results showed that the maximum inclination rate was reduced to less than 2.95‰ in the end, and the architectural distortion was stabilized in the process of rectification and reinforcement, which guarantees building safety and efficiency in the process of rectification. |
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Keywords: | brick‐wooden structure CFST reinforcement finite calculation with ANSYS jacking method rectification reinforcement |
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