bultar och sprutbetong i norra lnken - en tillmpning av tunnel 95
bultar och sprutbetong i norra lnken - en tillmpning av tunnel 95
bultar och sprutbetong i norra lnken - en tillmpning av tunnel 95
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SUMMARY<br />
The Northern Link (of the Stockholm Ringroad) is the part of the planned infrastructure<br />
developm<strong>en</strong>t in Stockholm that will be situated betwe<strong>en</strong> Haga Norra in the west,<br />
Frescati in the north and Lidingöväg<strong>en</strong> in the east. The <strong>en</strong>gineering design work of this<br />
road <strong>tunnel</strong> system was performed over a period of more than three years <strong>en</strong>ding in the<br />
spring of 1997.<br />
During the design period, the Swedish National Road Administration’s new regulations<br />
for road <strong>tunnel</strong>s - Tunnel <strong>95</strong> - were introduced. This docum<strong>en</strong>t included new<br />
requirem<strong>en</strong>ts on design and durability of rock support elem<strong>en</strong>ts.<br />
The Swedish national building norms BKR 94, BBK 94 and BSK 94 were all published<br />
during the second half of 1994. Wh<strong>en</strong> Tunnel <strong>95</strong> was finally introduced in July 19<strong>95</strong>,<br />
the National Road Administration had based the <strong>en</strong>vironm<strong>en</strong>tal classification<br />
paragraphs in Tunnel <strong>95</strong> on BSK 94 and BBK 94. These regulations, however, do not<br />
really apply to rock <strong>tunnel</strong> conditions. To a large ext<strong>en</strong>t the design of the Northern Link<br />
up to that time had be<strong>en</strong> based on accepted working traditions and practice within the<br />
rock <strong>en</strong>gineering field in Swed<strong>en</strong>. Because the design work of the Northern Link at that<br />
time had be<strong>en</strong> under way for more than 1,5 years, an adjustm<strong>en</strong>t was required. The<br />
<strong>en</strong>force-m<strong>en</strong>t of the regulations of BBK 94 on corrosion protection required ext<strong>en</strong>sive<br />
changes to the design docum<strong>en</strong>ts. This lead to ext<strong>en</strong>sive discussions and studies on the<br />
applicability and interpretation of the meaning of the norm regarding rock <strong>tunnel</strong>s. The<br />
outcome was that the National Road Administration decided to implem<strong>en</strong>t certain<br />
deviations from Tunnel <strong>95</strong> concerning the <strong>en</strong>vironm<strong>en</strong>tal classification of rock support<br />
of <strong>tunnel</strong>s.<br />
This paper describes the conditions, principles and methods regarding the<br />
<strong>en</strong>vironm<strong>en</strong>tal classification (corrosion protection) of rock support elem<strong>en</strong>ts<br />
implem<strong>en</strong>ted in the Roslagstull and the Värtan design docum<strong>en</strong>ts in order to meet the<br />
durability requirem<strong>en</strong>ts of Tunnel <strong>95</strong>.