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VSL's innovations Dampers on test Penny's Bay in HK

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ti<strong>on</strong><br />

Competitive<br />

post-tensi<strong>on</strong>ed<br />

steel truss form<br />

Purpose<br />

VSL <strong>in</strong> Chile has developed<br />

a footbridge design for<br />

complete c<strong>on</strong>structi<strong>on</strong><br />

soluti<strong>on</strong>s <strong>in</strong> c<strong>on</strong>crete that uses<br />

<strong>on</strong>e c<strong>on</strong>t<strong>in</strong>uous structure<br />

across all spans. A formwork<br />

system was needed.<br />

Descripti<strong>on</strong><br />

The c<strong>on</strong>structi<strong>on</strong> of the forms<br />

starts with the assembly of<br />

the modules <strong>on</strong> the floor.<br />

After that the various<br />

modules are stressed<br />

together with <strong>in</strong>dividual<br />

strands. All the modules are<br />

lifted <strong>in</strong>to positi<strong>on</strong> as <strong>on</strong>e<br />

unit. The post-tensi<strong>on</strong><strong>in</strong>g <strong>in</strong><br />

the form is released after<br />

completi<strong>on</strong> of the post-<br />

VSL modular form traveller<br />

Purpose<br />

This formwork system for c<strong>on</strong>structi<strong>on</strong> of cast <strong>in</strong>-situ bridges us<strong>in</strong>g<br />

the FC method was developed for easy reuse from project to project,<br />

to m<strong>in</strong>imise <strong>in</strong>vestment <strong>in</strong> new steel and equipment and to reduce<br />

redesign costs for <strong>in</strong>dividual projects.<br />

Descripti<strong>on</strong><br />

An overhead system was selected due to its more favourable<br />

<strong>in</strong>troducti<strong>on</strong> of support reacti<strong>on</strong>s <strong>in</strong>to the deck, its reduced selfweight<br />

and its possible use for cross-secti<strong>on</strong>s with more than two<br />

webs. VSL’s modular traveller features:<br />

• use of grade 40 steel with no need for SHS;<br />

• a traveller launch<strong>in</strong>g system which provides l<strong>on</strong>gitud<strong>in</strong>al fixity for<br />

both uphill and downhill launch<strong>in</strong>g, through the use of doubleact<strong>in</strong>g<br />

l<strong>on</strong>g-stroke jacks c<strong>on</strong>nected by p<strong>in</strong>s to the rail beam;<br />

• rear tie-down of the traveller with 2 x 4 stress bars, all of them<br />

located outside of the webs.<br />

Performance<br />

The ma<strong>in</strong> performance characteristics are:<br />

• bridge alignment - gradient up to 5%,<br />

horiz<strong>on</strong>tal curve greater than 500 m,<br />

superelevati<strong>on</strong> up to 5%;<br />

• segment geometry - segment length<br />

up to 5m, segment weight up to 180t<br />

(for a s<strong>in</strong>gle box; higher for multiple<br />

boxes), s<strong>in</strong>gle or multiple cell box<br />

girder, vertical or <strong>in</strong>cl<strong>in</strong>ed webs;<br />

• pier table length - m<strong>in</strong>imum length<br />

7.2m, m<strong>in</strong>imum length for<br />

simultaneous <strong>in</strong>stallati<strong>on</strong> of a pair<br />

of travellers 8.2m. ■<br />

tensi<strong>on</strong><strong>in</strong>g of the footbridge. Each<br />

module is then removed separately.<br />

Advantages<br />

•Pours are completed without<br />

<strong>in</strong>terrupt<strong>in</strong>g the traffic; vertical and<br />

horiz<strong>on</strong>tal clearances are<br />

ma<strong>in</strong>ta<strong>in</strong>ed dur<strong>in</strong>g c<strong>on</strong>structi<strong>on</strong>.<br />

• The system is easy to mount and<br />

dismount.<br />

• Use of post-tensi<strong>on</strong><strong>in</strong>g reduces the<br />

force <strong>in</strong> the bolts <strong>in</strong> each<br />

c<strong>on</strong>necti<strong>on</strong>, and allows c<strong>on</strong>trol of<br />

vertical deformati<strong>on</strong>. ■<br />

N E W S N ° 1 • 2 0 0 4<br />

7

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