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http://dx.doi.org/10.5345/JKIC.2006.6.2.111

Study on the possible application of Vibrated and Rolled reinforced concrete pipe to vertical.crossing water distribution system  

Park Do-Kyong (원광대학교 건축학부)
Lee Myung-Kue (전주대학교 토목공학과)
Yang Keek-Young (원광대학교 건축학부)
Publication Information
Journal of the Korea Institute of Building Construction / v.6, no.2, 2006 , pp. 111-117 More about this Journal
Abstract
In case of carrying out vortical crossing water distribution system in expressways or general roads construction, VR(Vibrated and Rolled reinforced concrete) pipes are restricted because of their specification of reinforced spun concrete pipe or on-site made pipe. Therefore, in order to apply VR pipes to those constructions, through the structural behavior experiments of the pipes, VR pipes are compared and verified with reinforced spun concrete pipe and the results are obtained as the following. From the experiments and analyses of Pipe Stiffness(PS) of the pipes, cracking loading is approved to satisfy the KS regulations. Through a direct load test, the cracking loading strength and the maximum load test of VR pipe is larger compared with reinforced spun concrete pipe. Particularly, even if side weld is thin, there is no little change in the cracking strength of VR pipe. The results of the direct load test analysis show that the structural behavior of VR pipe is equivalent or higher compared with reinforced spun concrete pipe in performance and VR pipe could be used as the water distribution pipe for roads. In this study, through pipe stiffness, direct load test and load teat on earth, reinforced spun concrete pipe and VR pipe are compared. And as a result, the structural behavior of VR pipe is comprehensively excellent. From the structural behavior tests, VR pipe's section shows more thickness and has uniform characteristics so that VR pipe is considered more favorable than reinforced spun concrete pipe.
Keywords
Vibrated and Rolled reinforced concrete; Strength; Load test;
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