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

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6<br />

COVER STORY<br />

VSL NETWORK<br />

Shar<strong>in</strong>g <strong>in</strong>nova<br />

VSL is a network and operates as such, believ<strong>in</strong>g that shar<strong>in</strong>g<br />

know-how and best practice is a key factor <strong>in</strong> provid<strong>in</strong>g top<br />

quality services. The ability to spot and immediately transfer the<br />

best ideas which have been <strong>test</strong>ed with<strong>in</strong> the network serves <str<strong>on</strong>g>VSL's</str<strong>on</strong>g> aim:<br />

creat<strong>in</strong>g <strong>in</strong>novative soluti<strong>on</strong>s by adapt<strong>in</strong>g proven experience.<br />

The soluti<strong>on</strong>s may be for clients or for <strong>on</strong>e of 35 subsidiaries worldwide<br />

– or for both. An <strong>in</strong>-house c<strong>on</strong>venti<strong>on</strong> held <strong>in</strong> May 2004 brought together<br />

a hundred VSL specialists and provided them the opportunity to<br />

highlight and develop this shar<strong>in</strong>g network. Here is a selecti<strong>on</strong> of some<br />

of the recent VSL <str<strong>on</strong>g><strong>in</strong>novati<strong>on</strong>s</str<strong>on</strong>g> that were <strong>on</strong> display.<br />

Dismantl<strong>in</strong>g of launch<strong>in</strong>g girder with VSL strand jacks<br />

Purpose<br />

VSL strand jacks have been<br />

successfully used as the means<br />

of dismantl<strong>in</strong>g a launch<strong>in</strong>g girder<br />

after completi<strong>on</strong> of deck erecti<strong>on</strong>.<br />

Four sets of SMU-70 jacks were<br />

used <strong>in</strong> the removal of the<br />

1,000t launch<strong>in</strong>g girder.<br />

FRONT<br />

BEAM<br />

N E W S N ° 1 • 2 0 0 4<br />

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

The launch<strong>in</strong>g girder c<strong>on</strong>sisted of a<br />

l<strong>on</strong>g central beam positi<strong>on</strong>ed under<br />

the deck <strong>on</strong> the two piers. Two side<br />

beams were hang<strong>in</strong>g fr<strong>on</strong>t and rear<br />

<strong>on</strong> the cross beam. C<strong>on</strong>diti<strong>on</strong>s at<br />

the job site were challeng<strong>in</strong>g. The<br />

height of the pier was 40m to 50m<br />

F R O N T C R O S S S E C T I O N R E A R C R O S S S E C T I O N<br />

STRESS<br />

REAR CROSS BEAM ARM<br />

STRESS<br />

above the sea level. The available<br />

space for dismantl<strong>in</strong>g of the central<br />

beam was just 100mm, which is the<br />

gap between the two viaducts. The<br />

lower<strong>in</strong>g positi<strong>on</strong> was at sea level.<br />

Us<strong>in</strong>g this new method led to<br />

excellent results.<br />

Advantages<br />

• The operati<strong>on</strong> cost very little –<br />

just <strong>on</strong>e fifth of the budget.<br />

• The short c<strong>on</strong>structi<strong>on</strong> period of<br />

15 days (1/3 of planned schedule).<br />

• Equipment was light, c<strong>on</strong>sist<strong>in</strong>g<br />

of just four SMU-70.<br />

•System simple and safe to use. ■

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