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Title |
Experimental Evaluation of Pullout Strength of Long-Rawlplug Screw Anchor according to the Compressive Strength of Concrete and Embedded Length
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Authors |
박준렬(Jun-Ryeol, Park) ; 양근혁(Keun-Hyeok, Yang) ; 김상희(Sang-Hee, Kim) ; 오나경(Na-Kyung, Oh) |
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DOI |
https://doi.org/10.11112/jksmi.2021.25.6.84 |
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Abstract |
In 2017, the Gyeongju earthquake caused many casualties and considerable property damage by overturning and dropping blocks and bricks. Various reinforcement techniques were proposed, but some problems, such as short length or difficult construction, were encountered. Therefore, this study proposes a long-rawlplug screw anchor to improve the existing rawlplug anchor and conducts an experiment to evaluate the pullout strength. Variables in the pullout test were the compressive strength of concrete and the embedded length of the long-rawlplug screw anchor. According to the results, the pullout strength of the long-rawlplug screw anchor increased as the compressive strength of concrete increased, and they were not affected by the embedded length. Rather, it was found that the screw length of the long-rawlplug was important to the pullout strength.
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