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construction of 300 m composite-deck bridge in korea

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easy assembly and disassembly by mechanical snap-fit. As shown <strong>in</strong> Figs. 28 and 29, the developed snap-fit<br />

<strong>deck</strong> is successfully implemented to the suspension pedestrian <strong>bridge</strong>, ‘Wolchul-Mounta<strong>in</strong> Bridge’, which is<br />

53m long and 1m wide completed <strong>in</strong> 2006.<br />

Composite Snap-Fit Deck on Arch Bridge with Steel Box Girder<br />

The snap-fit <strong>composite</strong> <strong>deck</strong> is simply and elegantly placed above the steel box girder without brackets at both<br />

cantilevered sides <strong>in</strong> ‘Osanchun Bridge’, which is 140m long and 5m wide. Fig. 30 shows <strong>in</strong>stallation work and<br />

Fig. 31 shows the <strong>bridge</strong> <strong>in</strong> use after completion. As shown <strong>in</strong> Fig. 31, the beautiful scenery <strong>of</strong> the <strong>bridge</strong> makes<br />

environmental-friendly atmosphere to neighbor<strong>in</strong>g citizens.<br />

Fig. 26 Installation at Cheongae Br. Fig. 27 Cheongge Br. at service<br />

Fig. 28 Installation at Wolchul Br.<br />

Fig. 29 Wolchul Br. at service Fig. 30 Installation at Osan Br. Fig. 31 Osan Br. at service<br />

CONCLUSION<br />

The pr<strong>of</strong>iles <strong>of</strong> <strong>composite</strong> <strong>deck</strong>, ‘Delta Deck’, with the tongue-and-groove connection and the vertical snap-fit<br />

connection are <strong>in</strong>troduced. The development procedures and several successful field applications <strong>of</strong> ‘Delta Deck’<br />

to vehicular and pedestrian <strong>bridge</strong>s <strong>of</strong> various girder types, <strong>in</strong>clud<strong>in</strong>g the word largest <strong>composite</strong>-<strong>deck</strong> <strong>bridge</strong>,<br />

“Noolcha Bridge’, are also presented. It is believed that ‘Noolcha Bridge’ will set a milestone for the earnest use<br />

<strong>of</strong> <strong>composite</strong> materials to civil <strong>in</strong>frastructures. Due to many advantages <strong>of</strong> the <strong>composite</strong> <strong>deck</strong>, <strong>in</strong>creas<strong>in</strong>g<br />

number <strong>of</strong> applications is anticipated <strong>in</strong> the near future.<br />

ACKNOWLEDGEMENT<br />

The study presented <strong>in</strong> this paper is supported by the Korea Science and Eng<strong>in</strong>eer<strong>in</strong>g Foundation (Grant no:<br />

R01-2004-000-10696-0) and the Korean M<strong>in</strong>istry <strong>of</strong> Construction and Transportation (Construction Core<br />

Technology R&D 06-C04 and 01-Mokjeok A01). The author gratefully acknowledge these supports.<br />

REFERENCES<br />

Keller, T. (2003). Use <strong>of</strong> Fiber Re<strong>in</strong>forced Polymers <strong>in</strong> Bridge Construction, Structural Eng<strong>in</strong>eer<strong>in</strong>g Documents<br />

7, IABSE, Switzerland.<br />

Lee, S.W. (2004). Development <strong>of</strong> High Durable, Light Weight and Fast Installable Composite Deck, MOCT<br />

Report, M<strong>in</strong>istry <strong>of</strong> Construction and Transportation, Korea.<br />

Lee, S.W. (2006). Fiber Re<strong>in</strong>forced Polymer Composite Bridge Deck <strong>of</strong> Tubular Pr<strong>of</strong>ile Hav<strong>in</strong>g Vertical Snap-<br />

Fit Connection, US Patent No. US 7, 131, 161 B2, USA.<br />

www.mda<strong>composite</strong>s.org (2006). ACMA (American Composites Manufacturers Association), New York, USA.<br />

Hyer M.W. (1988). Stress Analysis <strong>of</strong> Fiber-Re<strong>in</strong>forced Composite Materials, Mc Graw Hill<br />

APFIS 2007 1144

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