The Complex Monolithic Movement for the Brick-wooden Building in Deformation Analysis and Reinforcement
Shan Ren-liang1, Zhang Xiao-nan1, *, Lu Man2, 3, Zhao Hong-yu2
1 School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, P.R. China
2 School of Arts, Hebei University of Engineering, Handan, 056038, P.R. China
3 School of Civil Engineering, Hebei University of Engineering, Handan, 056038, P.R. China
This paper first analyzes the reasons of complex monolithic movement of a brick-wooden building in Henan province in China. The building foundation integral underpinning technique and curved-track moving technique which combine the track sharing-monolithic movement method and efficient long distance movement method were put forward. These methods use the anchor static pile, in order to guarantee the safety of the building for complex monolithic movement. The analysis of the internal force and deformation of underpinning structure was calculated by finite element software SAP2000. A practice case showed that the internal force of the underpinning structure is less than the bearing capacity, which proved the efficiency of the proposed method.
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* Address correspondence to this author at the School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, P.R. China; Tel: 0310-8579038; Fax: 0310-8579038; E-mail: email@example.com