Mechanical Performance of Prefabricated Assembly Air Ducts Subject to Assembly and Grouting Defects

This paper presents an investigation into the mechanical performance of a subway station prefabricated assembly air duct (PAAD), constructed by assembling the prefabricated reinforced concrete segments. The study is implemented through numerical analysis, focusing on the impact from the grouting defects in the sleeve grouting connection and assembly error defects along the assembly direction. The results demonstrate that the assembly error defect has almost no impact on the mechanical performance of the PAAD, satisfying the safety requirements for use. However, the grouting defects in the sleeve grouting connection can influence the mechanical performance of the PAAD, in which the maximum tensile stress of concrete in the sleeve grouting connection with a 20 mm-long bottom grouting defect is greater than the tensile strength of that concrete, and strengthening treatment is thus required for ensuring the structure’s safety and reliability. This study provides the basis for applying a PAAD in subway station construction.

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Publication Details

Journal
Buildings
Published
2025-08-25
DOI
https://doi.org/10.3390/buildings15173019
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
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article

Mechanical Performance of Prefabricated Assembly Air Ducts Subject to Assembly and Grouting Defects

Shufeng Bao, Jinwen Zhang, Yongxing Zhang
Buildings
Geotechnical Engineering and Underground Structures
article

Mechanical Performance of Prefabricated Assembly Air Ducts Subject to Assembly and Grouting Defects

Shufeng Bao, Jinwen Zhang, Yongxing Zhang
article en

Abstract

This paper presents an investigation into the mechanical performance of a subway station prefabricated assembly air duct (PAAD), constructed by assembling the prefabricated reinforced concrete segments. The study is implemented through numerical analysis, focusing on the impact from the grouting defects in the sleeve grouting connection and assembly error defects along the assembly direction. The results demonstrate that the assembly error defect has almost no impact on the mechanical performance of the PAAD, satisfying the safety requirements for use. However, the grouting defects in the sleeve grouting connection can influence the mechanical performance of the PAAD, in which the maximum tensile stress of concrete in the sleeve grouting connection with a 20 mm-long bottom grouting defect is greater than the tensile strength of that concrete, and strengthening treatment is thus required for ensuring the structure’s safety and reliability. This study provides the basis for applying a PAAD in subway station construction.

BuildingsVol. 15(17)
Nanjing Forestry University (CN), Guangzhou University (CN), Guangzhou Maritime College (CN)
Openalex Percentile: Top 76%
Geotechnical Engineering and Underground Structures
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