THE SINGAPORE ENGINEER - Institution of Engineers Singapore
THE SINGAPORE ENGINEER - Institution of Engineers Singapore
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