Input Data sheet for structural analysis - Amiblu...Technischer Service / Statische Berechnung nach...
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Technischer Service / Statische Berechnung nach ATV-DVWK-A161 / page 1/3 Rev04, 06.02.20 details to the jacking pipe: pipe material GRP (UP-GF) pressure class PN Text input. bar outer diameter OD Text input. mm wall thickness e Text input. mm pipe unit length l Text input. m jacking force plan. Text input. KN details to the jacking section: jacking length compl. Text input. m longest single jacking section Text input. m jacking route straight one curve several curves curve radius curve 1 Text input. m curve 2 Text input. m curve 3 Text input. m planned transition between curves yes no intermediate jacking station yes no Input Data sheet for structural analysis For case of application jacking process; calculation acc. DWA-A 161 please send to: Amiblu Germany GmbH Amiblu Germany GmbH Amiblu Holding GmbH Am Fuchsloch 19 Gewerbepark 1 Pischeldorfer Straße 128 D-04720 Döbeln D-17039 Trollenhagen A-9020 Klagenfurt T +49 3431 71820 T +49 395 45280 T +43 463 482424 [email protected] [email protected] [email protected] Amiblu Switzerland AG Turmstrasse 28 CH-6312 Steinhausen T +41 79 631 31 80 [email protected] Text input. project name Text input. Text input. company contact person Text input. Text input. street phone/fax Text input. Text input. postcode mail Text input. Text input. city date/stamp/signature
Transcript of Input Data sheet for structural analysis - Amiblu...Technischer Service / Statische Berechnung nach...
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Technischer Service / Statische Berechnung nach ATV-DVWK-A161 / page 1/3 Rev04, 06.02.20
details to the jacking pipe:
pipe material GRP (UP-GF)
pressure class PN Text input. bar
outer diameter OD Text input. mm wall thickness e Text input. mm
pipe unit length l Text input. m jacking force plan. Text input. KN
details to the jacking section:
jacking length compl. Text input. m longest single jacking section Text input. m
jacking route straight one curve several curves
curve radius curve 1 Text input. m curve 2 Text input. m curve 3 Text input. m
planned transition between curves yes no
intermediate jacking station yes no
Input Data sheet for structural analysis
For case of application jacking process; calculation acc. DWA-A 161
please send to:Amiblu Germany GmbH Amiblu Germany GmbH Amiblu Holding GmbH Am Fuchsloch 19 Gewerbepark 1 Pischeldorfer Straße 128 D-04720 Döbeln D-17039 Trollenhagen A-9020 KlagenfurtT +49 3431 71820 T +49 395 45280 T +43 463 [email protected] [email protected] [email protected]
Amiblu Switzerland AGTurmstrasse 28CH-6312 SteinhausenT +41 79 631 31 [email protected]
Text input.
project name
Text input. Text input.
company contact person
Text input. Text input.
street phone/fax
Text input. Text input.
postcode mail
Text input. Text input.
city date/stamp/signature
mailto:[email protected]:[email protected]:[email protected]:[email protected]
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Technischer Service / Statische Berechnung nach ATV-DVWK-A161 / page 2/3 Rev04, 06.02.20
details to the jacking process:
jacking process Text input.
OD drill head Text input. mm
lubrication during jacking operation no yes lubricant pressure Text input. bar
permanent grouting of the annular gap no yes grout pressure Text input. bar
Issues for static calculation for jacking method acc. DWA-A 125 / DVGW GW 304:
Shield with support liquid and ground slurry; continuous support of annular gap for the whole
jacking section starting from shield with documentation
Other jacking methods;continuous support of annular gap for the whole jacking section
starting from shield with documentation
overcut ≤ 1,0cm (relating to the radius), without continuous support of annular gap
for the whole jacking section
overcut > 1,0cm (relating to the radius), without continuous support of annular gap
for the whole jacking section
Details to the loads:
Depth of earth cover (above pipe crown)
min. hü = Text input.
m max. hü = Text input.
m
Ground water table (above pipe bottom)
min. hü = Text input.
m max. hü = Text input.
m
Inner pressure Installation condition Text input. bar operating condition Text input. bar
Water filling Installation condition Text input. bar operating condition Text input. bar
Traffic load LM 1 LM 71 – single track* LM71 – multiple track*
DAC/BFZ Text input. no traffic
* please attach a cross-section
add. area loads on surface (e.g. buildings) Text input. KN/m²
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Technischer Service / Statische Berechnung nach ATV-DVWK-A161 / page 3/3 Rev04, 06.02.20
Details to the soil conditions at pipe level and above:
Soil type around jacking pipe G1 – non-cohesive G2 – slightly-cohesive
Compaction Level D loose medium dense dense very dense
G3 – cohesive mixed soil G4 – cohesive soil
consistence IC slurry soft stiff semisolid
solid rock weathered solid
deviating soil properties from DWA-A 161/DVGW GW312 specific weight Text input. KN/m³
inner friction φ Text input. °
modulus of deformation Text input. N/mm²
Soil type above jacking pipe G1 – non-cohesive G2 – slightly-cohesive
Compaction Level D loose medium dense dense very dense
G3 – cohesive mixed soil G4 – cohesive soil
consistence IC slurry soft stiff semisolid
solid rock weathered solid
deviating soil properties from DWA-A 161/DVGW GW312 specific weight Text input. KN/m³
inner friction φ Text input. °
modulus of deformation Text input. N/mm²
other details:
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