Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002
Citation: Zhu Jinfeng. CONSTRUCTION TECHNOLOGY OF SHANGHAI ZHONGSHAN HOSPITAL BULIDING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 168-174. doi: 10.13204/j.gyjz201304035

CONSTRUCTION TECHNOLOGY OF SHANGHAI ZHONGSHAN HOSPITAL BULIDING

doi: 10.13204/j.gyjz201304035
  • Received Date: 2012-08-17
  • Publish Date: 2013-04-20
  • According to the characteristics of construction of deep foundation pit in Shanghai, combined with the practice of Shanghai Zhongshan Hospital Comprehensive Building, the following technical measures were used, such as the ventilation lighting technology, borrow mouth set technology, the construction technology of underground continuous wall, a column and a pile verticality control technology, a hierarchical underwater concrete perfusion technology, large open partition hidden digging technology etc.The monitoring results showed that a variety of deformations could meet the relevant code requirements, which effectively controlled the deformation of foundation pit, thus protecting the surrounding environment and safety of buildings, solved the key technology of top-down construction of a large irregular deep foundation pit, good economic and environmental benefits were obtained.
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