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Volume 55 Issue 7
Jul.  2025
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Article Contents
ZHAO Baojun, CHEN Hongbing, ZHAO Yang, KONG Caifa, WANG Jiang. A Review on Non-Destructive Testing Techniques for Modular Integrated Construction Shear Wall Structures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(7): 39-50. doi: 10.3724/j.gyjzG25050703
Citation: ZHAO Baojun, CHEN Hongbing, ZHAO Yang, KONG Caifa, WANG Jiang. A Review on Non-Destructive Testing Techniques for Modular Integrated Construction Shear Wall Structures[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(7): 39-50. doi: 10.3724/j.gyjzG25050703

A Review on Non-Destructive Testing Techniques for Modular Integrated Construction Shear Wall Structures

doi: 10.3724/j.gyjzG25050703
  • Received Date: 2025-05-07
    Available Online: 2025-09-12
  • Modular integrated construction (MIC) shear walls are composed of multiple connecting components, such as grouting sleeves, non-contact grouted rebar lapping connections, bedding mortar layer at the base, prefabricated wall molds, and cast-in-place concrete cores. They fully embody the modular characteristics of industrialized production, prefabricated construction, and full life-cycle maintainability.However, due to factors such as concrete shrinkage and creep, complex local detailing, inadequate vibration compaction and other construction issues, these connection components are prone to hidden damage, including insufficient grouting, interface debonding, and internal voids. With the development of non-destructive testing (NDT) hardware and software in recent years, various NDT techniques have become important technical means for damage identification in MIC shear wall structures. This paper systematically reviewed the research progress of existing NDT techniques in damage identification of MIC shear wall structures. A review study was conducted on damage identification techniques for the following aspects: the insufficient grouting in rebar grouting sleeves and non-contact grouted rebar lapping connections, interface debonding between prefabricated wall molds and cast-in-place concrete, internal voids in cast-in-place concrete, and insufficient grouting in the bedding mortar layer at the base. Finally, the regulations and recommended methods outlined in relevant domestic standards were systematically reviewed. Additionally, the development prospects for damage detection in prefabricated shear walls using the MIC method were forecasted. This research provides an effective solution for identifying potential hidden damage in MIC shear wall structures and offers guiding significance for engineering applications.
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