05.02.2014 Views

2010:37 Utvärdering av regler och normer för betongkonstruktioner i ...

2010:37 Utvärdering av regler och normer för betongkonstruktioner i ...

2010:37 Utvärdering av regler och normer för betongkonstruktioner i ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Kr<strong>av</strong>/Funktion<br />

Denna kolumn redovisar de kr<strong>av</strong> som anges i IAEAs<br />

dokument NS-R-1.<br />

IAEA 1)<br />

EUR 1)<br />

USA 1)<br />

Kanada 1)<br />

Finland 1)<br />

Frankrike 1)<br />

Storbritannien 1)<br />

test at a specified pressure to demonstrate its structural<br />

integrity before operation of the plant and over<br />

the plant’s lifetime.<br />

Containment leakage X X X X X 2) X<br />

The containment system shall be designed so that the<br />

prescribed maximum leakage rate is not exceeded in<br />

design basis accidents. The primary pressure withstanding<br />

containment may be partially or totally surrounded<br />

by a secondary confinement for the collection<br />

and controlled release or storage of materials that<br />

may leak from the primary containment in design<br />

basis accidents.<br />

The containment structure and equipment and components<br />

affecting the leaktightness of the containment<br />

system shall be designed and constructed so<br />

that the leak rate can be tested at the design pressure<br />

after all penetrations h<strong>av</strong>e been installed. Determination<br />

of the leakage rate of the containment system at<br />

periodic intervals over the service lifetime of the<br />

reactor shall be possible, either at the containment<br />

design pressure or at reduced pressures that permit<br />

estimation of the leakage rate at the containment<br />

design pressure.<br />

Adequate consideration shall be given to the capability<br />

to control any leakage of radioactive materials<br />

from the containment in the event of a severe accident.<br />

Containment penetrations X X X X X 2) X<br />

The number of penetrations shall be kept to practical<br />

minimum.<br />

All penetrations through the containment shall meet<br />

the same design requirements as the containment<br />

structure itself. They shall be protected against reaction<br />

forces stemming from pipe movement or accidental<br />

loads such as those due to missiles, jet forces<br />

and pipe whip.<br />

If resilient seals (such as elastomeric seals or electrical<br />

cable penetrations) or expansion bellows are used<br />

with penetrations, they shall be designed to h<strong>av</strong>e the<br />

capability for leak testing at the containment design<br />

pressure, independent of the determination of the leak<br />

rate of the containment as a whole, to demonstrate<br />

their continued integrity over the lifetime of the plant.<br />

Adequate consideration shall be given to the capabil-<br />

SSM <strong>2010</strong>:<strong>37</strong><br />

46

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!