Lukket drenering (BLIX)

KU-LKG-0000-04

12 måneders intervall

Oppgave Oppgavebeskrivelse Lang-beskrivelse Dokumentreferanse Intervall Myndighetsnivå Type FV
1010 Spyl drensrør. Dok.ref:
Gjelder følgende:
- Drensrør fra TP-er til TBM tunneler.
- Drensrør fra TP Km 12.355 til TBM (OB) tunnel.
- Drensrør fra TP Km 10.662 til TBM (IB) tunnel.
- Drensrør fra toppunkt i Tunnel 1 til TP Km 10.662 og inn i hovedovervannrøret.
- Sentral overvannsledning i TP Km 3.235.
- Sentral overvannsledning i TP Km 11.585.
- Andre drensrør som er oppført som "more critical" i tabell i vedlegg 04.

According to UFB-30-Q-65503_rev.01E The Follo Line project, EPC TBM. FMECA report for the Drainage System ¿[R4]:
- Section 5.3. Overview of preventive maintenance activities with 
optimized intervals

Kommentar:
Maintenance shall be performed according to list of less critical and more critical areas. A preliminary list of less critical and more critical areas can be found in the FMECA report. Maintenance routine and interval cannot be finalized until the results from the flushing process and testing of tablets for the drainage system are ready.

As the drainage system is different than other drainage systems used in railway tunnels today, generic routines cannot be used. Therefore, experience from testing of tablets and flushing is critical.
12 md Lav PO
1020 Påse at drensrørene er fri for skade, fortettinger og/eller fortettinger. Ved mistanke om fortettinger og/eller avleiringer skal det gjennomføres inspeksjon ved endoscopi (Video-inspeksjon) Dokumentreferanse:
Relevant areas identified:
Regards to limestone deposits:
- CP Km 10.6620 – pipes in CPs and main drainage around CP
- CP Km 11.1420 – pipes in CPs and main drainage around CP
- Between CP Km 11.1420 and CP Km 11.5850 – pipe KU-LKG-004166
- CP Km 7.9850 – pipe KU-LKG-005819
- Between CP Km 4.6250 and TBM tunnel – pipe KU-LKG-005825
- CP Km 3.2340 – DN 75 pipe
- CP Km 22.3840 – perforated pipe under the slab of the manhole
-Close to CP Km 20.5150 – Top of the DN 315 pipe
- CP Km 20.0350 – main drainage
- Between CP Km 20.5150 and CP Km 20.0350 – DN 75 pipe KU-LKG-007624
- Between CP Km 19.5550 and TBM tunnel – pipes behind the lining (<150 mm)
- Between CP Km 19.075 and TBM tunnel – pipes behind the lining (<150 mm) and pipe between CP and TBM tunnel
- CP Km 13.3150 – pipes in CP
- CP Km 12.8350 – pipes in CP
- CP Km 12.3550 – pipes in CP and pipes behind the lining (<150 mm)
- TBM tunnel 4 OB – DN 75 pipe KU-LKG-007789
- CP Km 18.1150 – pipes in CP
Regards to low or opposite inclination and water flow:
- CP Km 3.235 – storm water pipe
- CP Km 11.5850 – storm water pipe
Regards to remains of cement (list might be updated when cement is removed):
- CP Km 12.1520 IB – Square form sediment inside pipe KU-LKG-005846
- CP Km 14.7550 OB – Large object blocking almost all pipe KU-LKG-006979

Kommentar:
Maintenance shall be performed according to list of less critical and more critical areas. A preliminary list of less critical and more critical areas can be found in the FMECA report. Maintenance routine and interval cannot be finalized until the results from the flushing process and testing of tablets for the drainage system are ready.

As the drainage system is different than other drainage systems used in railway tunnels today, generic routines cannot be used. Therefore, experience from testing of tablets and flushing is critical.
12 md Lav PO
1030 Vurder behov for spyling av drensrenner i FB1 og FB2
Maintenance shall be performed according to list of less critical and more critical areas. A preliminary list of less critical and more critical areas can be found in the FMECA report. Maintenance routine and interval cannot be finalized until the results from the flushing process and testing of tablets for the drainage system are ready.

As the drainage system is different than other drainage systems used in railway tunnels today, generic routines cannot be used. Therefore, experience from testing of tablets and flushing is critical.
Gjelder følgende: - drensrenner i FB1 og FB2 12 md Lav TK-VE

Oppgave: 1010

Oppgavebeskrivelse

Spyl drensrør.

Lang-beskrivelse

Dok.ref:
Gjelder følgende:
- Drensrør fra TP-er til TBM tunneler.
- Drensrør fra TP Km 12.355 til TBM (OB) tunnel.
- Drensrør fra TP Km 10.662 til TBM (IB) tunnel.
- Drensrør fra toppunkt i Tunnel 1 til TP Km 10.662 og inn i hovedovervannrøret.
- Sentral overvannsledning i TP Km 3.235.
- Sentral overvannsledning i TP Km 11.585.
- Andre drensrør som er oppført som "more critical" i tabell i vedlegg 04.

According to UFB-30-Q-65503_rev.01E The Follo Line project, EPC TBM. FMECA report for the Drainage System ¿[R4]:
- Section 5.3. Overview of preventive maintenance activities with 
optimized intervals

Kommentar:
Maintenance shall be performed according to list of less critical and more critical areas. A preliminary list of less critical and more critical areas can be found in the FMECA report. Maintenance routine and interval cannot be finalized until the results from the flushing process and testing of tablets for the drainage system are ready.

As the drainage system is different than other drainage systems used in railway tunnels today, generic routines cannot be used. Therefore, experience from testing of tablets and flushing is critical.
  • Intervall 12 md
  • Myndighetsnivå Lav
  • Type FV PO

Oppgave: 1020

Oppgavebeskrivelse

Påse at drensrørene er fri for skade, fortettinger og/eller fortettinger. Ved mistanke om fortettinger og/eller avleiringer skal det gjennomføres inspeksjon ved endoscopi (Video-inspeksjon)

Lang-beskrivelse

Dokumentreferanse:
Relevant areas identified:
Regards to limestone deposits:
- CP Km 10.6620 – pipes in CPs and main drainage around CP
- CP Km 11.1420 – pipes in CPs and main drainage around CP
- Between CP Km 11.1420 and CP Km 11.5850 – pipe KU-LKG-004166
- CP Km 7.9850 – pipe KU-LKG-005819
- Between CP Km 4.6250 and TBM tunnel – pipe KU-LKG-005825
- CP Km 3.2340 – DN 75 pipe
- CP Km 22.3840 – perforated pipe under the slab of the manhole
-Close to CP Km 20.5150 – Top of the DN 315 pipe
- CP Km 20.0350 – main drainage
- Between CP Km 20.5150 and CP Km 20.0350 – DN 75 pipe KU-LKG-007624
- Between CP Km 19.5550 and TBM tunnel – pipes behind the lining (<150 mm)
- Between CP Km 19.075 and TBM tunnel – pipes behind the lining (<150 mm) and pipe between CP and TBM tunnel
- CP Km 13.3150 – pipes in CP
- CP Km 12.8350 – pipes in CP
- CP Km 12.3550 – pipes in CP and pipes behind the lining (<150 mm)
- TBM tunnel 4 OB – DN 75 pipe KU-LKG-007789
- CP Km 18.1150 – pipes in CP
Regards to low or opposite inclination and water flow:
- CP Km 3.235 – storm water pipe
- CP Km 11.5850 – storm water pipe
Regards to remains of cement (list might be updated when cement is removed):
- CP Km 12.1520 IB – Square form sediment inside pipe KU-LKG-005846
- CP Km 14.7550 OB – Large object blocking almost all pipe KU-LKG-006979

Kommentar:
Maintenance shall be performed according to list of less critical and more critical areas. A preliminary list of less critical and more critical areas can be found in the FMECA report. Maintenance routine and interval cannot be finalized until the results from the flushing process and testing of tablets for the drainage system are ready.

As the drainage system is different than other drainage systems used in railway tunnels today, generic routines cannot be used. Therefore, experience from testing of tablets and flushing is critical.
  • Intervall 12 md
  • Myndighetsnivå Lav
  • Type FV PO

Oppgave: 1030

Oppgavebeskrivelse

Vurder behov for spyling av drensrenner i FB1 og FB2

Lang-beskrivelse

Maintenance shall be performed according to list of less critical and more critical areas. A preliminary list of less critical and more critical areas can be found in the FMECA report. Maintenance routine and interval cannot be finalized until the results from the flushing process and testing of tablets for the drainage system are ready.

As the drainage system is different than other drainage systems used in railway tunnels today, generic routines cannot be used. Therefore, experience from testing of tablets and flushing is critical.

Dokumentreferanse

Gjelder følgende: - drensrenner i FB1 og FB2
  • Intervall 12 md
  • Myndighetsnivå Lav
  • Type FV TK-VE