RESEARCH ON THE DEVELOPMENT OF LOW-TEMPERATURE-RESISTANT FAST-CURING STRUCTURAL ADHESIVE AND STEEL PLATE STRENGTHENING CONCRETE BEAM FLEXURAL TEST

被引:0
作者
Zhang, Guanhua [1 ]
Song, Chengzhe [1 ,2 ]
Han, Xihang [3 ]
Lu, Bo [4 ]
机构
[1] Liaoning Prov Transportat Planning & Design Inst C, Shenyang 110166, Peoples R China
[2] Liaoning Datong Highway Engn Co Ltd, Shenyang 110111, Peoples R China
[3] Shenyang Jianzhu Univ, Sch Transportat & Geomat Engn, Shenyang 110168, Peoples R China
[4] Shenyang Univ Chem Technol, Sch Mat Sci & Engn, Shenyang 110142, Peoples R China
来源
CIVIL ENGINEERING JOURNAL-STAVEBNI OBZOR | 2024年 / 33卷 / 01期
关键词
Epoxy resin structural adhesive; Low temperature rapid curing; Debonding failure; Steel plate strengthening method; Concrete structure; EPOXY ADHESIVES; RC BEAMS; COMPOSITES; MERCAPTAN;
D O I
10.14311/CEJ.2024.01.0006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Steel plate strengthening method is a common, efficient, and mature reinforcement method that utilizes structural adhesive to bond steel plates with concrete components to work together. It takes advantage of the excellent tensile strength of steel plates to improve the mechanical properties of the original structure. However, epoxy -based structural adhesives are highly sensitive to the environment, and curing effect at low temperatures is a key issue. This study developed a lowtemperature -resistant fast -curing structural adhesive (LTR-FCA) that can achieve rapid curing at low temperatures of - 5 degrees C. The flexural performance of reinforced concrete beams strengthened with steel plates using LTR-FCA was compared with that using Normal Structural Adhesive (NSA). Experimental results indicated that LTR-FCA could rapidly cure at a low temperature of - 5 degrees C. Compared to NSA, which cures at room temperature, the use of LTR-FCA effectively delayed the debonding of the steel plates.
引用
收藏
页码:78 / 91
页数:14
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