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THE SINGAPORE ENGINEER - Institution of Engineers Singapore

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CIVIL & STRUCTURAL <strong>ENGINEER</strong>ING<br />

Punggol Walk Vehicular Bridge under construction.<br />

Typical stress bar details.<br />

Construction sequence for the vehicular bridge.<br />

Construction <strong>of</strong> box girder (top) and installation <strong>of</strong> post-tensioning system (bottom).<br />

Completed Punggol Walk Vehicular Bridge.<br />

the vehicular bridge at every hanger. The hanger system for the<br />

footbridge has been designed to allow for replacement <strong>of</strong> any<br />

one <strong>of</strong> the hanger rods. Due to the arch, there is an outward<br />

force at the base <strong>of</strong> the arch and a pre-stressed tie beam has<br />

been introduced at the deck level in the plane <strong>of</strong> the arch. The<br />

complete stage-by-stage construction sequence was set up in<br />

the analysis model to capture correctly the stress history in the<br />

structural elements from construction to completion.<br />

In consideration <strong>of</strong> future maintenance issues, corrosion-resistant<br />

Macalloy stainless steel stress bars (50 mm diameter), were chosen<br />

for the Iconic Bridge. These were imported from the UK.<br />

In consideration <strong>of</strong> the aesthetics <strong>of</strong> the bridge, the stainless<br />

steel stress bars have been encased in 200 mm diameter<br />

stainless steel pipes, to conceal the stress bars between the<br />

external face <strong>of</strong> the concrete arch and the footbridge structure.<br />

A small diameter cast-in conduit within the concrete arch and<br />

footbridge structure facilitated the installation <strong>of</strong> each stress bar.<br />

In order to ensure that the stress bar can be installed without<br />

any obstruction, great emphasis was placed on the accuracy <strong>of</strong><br />

the alignment <strong>of</strong> the cast-in conduit, as every stress bar has a<br />

different inclination. In addition, the allowable gap between the<br />

stress bar and cast-in conduit was kept to a minimum.<br />

The diameter <strong>of</strong> the concrete arch is 1.5 m and it stands<br />

approximately 25 m above the promenade level. In order to<br />

plot out the exact alignment <strong>of</strong> the arch, a 3D programme was<br />

used to calculate the individual coordinates at 1 m apart and<br />

a similar programme was also used to design the temporary<br />

staging supporting this unique shape <strong>of</strong> the arch.<br />

PUNGGOL WAY VEHICULAR BRIDGE<br />

The construction <strong>of</strong> the Punggol Way Vehicular Bridge was<br />

another challenge. As the waterway intersects the existing<br />

Punggol Way and the LRT structures, it was necessary to realign<br />

Punggol Way with part <strong>of</strong> it becoming a vehicular bridge to<br />

overcross the waterway.<br />

30 <strong>THE</strong> <strong>SINGAPORE</strong> <strong>ENGINEER</strong> April 2012

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