Operators manual
© 2017 Honeywell International Inc.
Operators manual underground gas pressure reducing station
Type: HON COCON 13
Page 19
4.1.1‐Soilconditionandfoundation
Dependingonthecompositionofthesoil,aconcretefoundation(plate)underthestationmaybeneeded,toprevent
thestationfromsinking.Withthefollowingsoilcompositions,afoundationisnecessary:
‐ Organicsoilcompositionssuchaspeat,humusandgardeningsoil.
‐ Very
fine‐grainedsoilcompositions(clayplates)suchasclay,bolderclay,sandyclayandcompost.
Wealsoadviseyoutouseafoundationunderthestationwithfinegrainedsoilcompositions,suchasloam,sandy
clay,siltandloess.Useconcreteasfoundationmaterial.
Afoundationisnotnecessarywithmoderate
roughgrainedsoilcompositions,suchassand,gravelsand,windborn
sanddepositandsandyplates.
Thefoundationmustbeatleast50millimetersthick.Ensurethatyoudonotonlyconsidertheweightofthestation,
whilecalculatingthethicknessofthefoundation,butalsoconsiderextraweight.(For
example,theplacingofavehicle
onthepitcover).
Thewidthandlengthofthefoundationslabmustbeaminimumof1000mmx1500millimeters.Ensurethatthetopof
foundationplateislevelled.
4.1.2‐Pitdimensions
Thepitdepthdependsonthethicknessofthefoundation.Todeterminethe
pitdepthofapartiallyexposedin‐ground
station(pitcoverabovegroundlevel),alwaysusethefollowingformula:
Depthofpit=906+d
f
Fillinthethicknessofthefoundationd
f
inmillimeters.Thenumber"906"isthedistancefromthebottomofthe
casingtohalfwayupthepitcoverframe.Theresult‐thedepthofthe,tobedug,pit‐isinmillimeters.
Todeterminethepitdepthofagroundsunkstation(pitcoveratgroundlevel),alwaysusethefollowingformula:
Depthpit=980+d
f
Fillinthethicknessofthefoundationd
f
inmillimeters.Thenumber"980"isthedistancefromthebottomtothetop
ofthecasing.Theresult‐thedepthofthe,tobedug,pit‐isinmillimeters.
Example: Forafoundationplate(d
f
)thatis100millimetersthick,thepitdepth,forapartially
exposedin‐groundstationis906+100=1006millimeters.
Forafoundationplate(d
f
)thatis100millimetersthick,thepitdepthforastationequal
togroundlevelis980+100=1080millimeters.
Digafunnelshapedhole,sothatyoucaneasilyattachthesupplyanddischargepipestothecasing.Fastenthepiping
‐tensionfree‐intheclamps,whichareattachedtothefoundations.Deliveryofacompletefoundation‐supplied
withapositioningframeforthecasingandfasteningclampsfor
thepiping‐ispossible.