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http://dx.doi.org/10.7781/kjoss.2016.28.3.139

Evaluation of Pull-Out Strength of Connections with Roof Cladding using Honey Comb Panel Secured Cool Roof Performance  

Lee, In Ho (Dept. of Architectural Engineering, Chung-ang University)
Park, Sang Woo (Dept. of Architectural Engineering, Chung-ang University)
Ko, Kwang Il (Dept. of Architectural Engineering, Chung-ang University)
Chung, Mi Ja (Dept. of Architectural Engineering, Chung-ang University)
Lee, Eun Taik (Dept. of Architectural Engineering, Chung-ang University)
Publication Information
Journal of Korean Society of Steel Construction / v.28, no.3, 2016 , pp. 139-149 More about this Journal
Abstract
Roof cladding of buildings are required for the measures about the 'screw pull-out' which causes the casualties and the property damage by typhoons. In this study, the pull-out resistance was increased by increasing the penetration depth of the screw installing a ironware called 'insert nut' on the roof cladding frame. Tensile tests were conducted to compare the pull-out strengths of a general screw-joint and a nut insert joint. Roof cladding that is actually being used in the field was produced using the 'solid work' and then the roof claddings using a general screw-joint and a nut insert joint were compared by a static test and dynamic test.
Keywords
Pull-Out; Screw; Nut Insert; Roof cladding; Static test; Dynamic test;
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