Raumdichtemessungen mit der Isotopensonde an der Kanalstraße: Unterschied zwischen den Versionen

K
K
Zeile 98: Zeile 98:
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |≤ 5,0
 
| style="text-align:center;" |3 x dyn.
 
| style="text-align:center;" |3 x dyn.
 +
|}
 +
{| class="wikitable"
 +
|+
 +
! rowspan="2" style="width:7%;text-align:center;" |Feld Nr.
 +
! rowspan="2" style="width:10%;text-align:center;" |Station
 +
! rowspan="2" style="width:8%;text-align:center;" |Lage in Einbau-richtung
 +
! rowspan="2" style="width:15%;text-align:center;" |gemessene Raumdichte in g/cm<sup>3</sup>
 +
! colspan="2" style="width:20%;text-align:center;" |Verdichtungsgrad
 +
! colspan="2" style="width:20%;text-align:center;" |Hohlraumgehalt in Vol.-%
 +
! rowspan="2" style="width:20%;text-align:center;" |Walzübergänge
 +
|-
 +
! style="text-align:center;" |Ist
 +
! style="text-align:center;" |Soll
 +
! style="text-align:center;" |Ist
 +
! style="text-align:center;" |Soll
 +
|-
 +
| rowspan="12" style="text-align:center;" |VF
 +
| rowspan="6" style="text-align:center;" |Station
 +
| rowspan="6" style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| colspan="8" |
 +
|-
 +
| rowspan="5" style="text-align:center;" |Station
 +
| rowspan="5" style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 +
|-
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≥ 98,0
 +
| style="text-align:center;" |
 +
| style="text-align:center;" |≤ 5,0
 +
| style="text-align:center;" |
 
|}
 
|}
 
{| class="wikitable"
 
{| class="wikitable"

Version vom 16. Mai 2024, 09:39 Uhr

Beim Bau der Versuchsstrecke "Kanalstraße" in Münster sind während des Einbaus der sechs unterschiedlich hergestellten Asphaltmischgüter Raumdichtemessungen mit der Isotoptensonde (Troxlersonde) vorgenommen worden.

Feld Nr. Station Lage in Einbau-richtung gemessene Raumdichte in g/cm3 Verdichtungsgrad Hohlraumgehalt in Vol.-% Walzübergänge
Ist Soll Ist Soll
VF 1 Station 0+050 links 1,956 80,0 ≥ 98,0 21,5 ≤ 5,0 hinter Fertiger
2,168 88,7 ≥ 98,0 13,0 ≤ 5,0 2 x dyn.
2,282 93,3 ≥ 98,0 8,5 ≤ 5,0 2 x dyn.
2,339 95,6 ≥ 98,0 6,2 ≤ 5,0 1x stat. + 1x dyn.
2,367 96,8 ≥ 98,0 5,1 ≤ 5,0 2 x dyn.
2,396 98,0 ≥ 98,0 3,9 ≤ 5,0 2 x dyn.
Station 0+125 links 1,941 79,4 ≥ 98,0 22,2 ≤ 5,0 hinter Fertiger
2,149 87,9 ≥ 98,0 13,8 ≤ 5,0 2 x dyn.
2,291 93,7 ≥ 98,0 8,1 ≤ 5,0 2 x dyn.
2,360 96,5 ≥ 98,0 5,3 ≤ 5,0 1 x stat. + 2 x dyn.
2,401 98,2 ≥ 98,0 3,7 ≤ 5,0 3 x dyn.
Feld Nr. Station Lage in Einbau-richtung gemessene Raumdichte in g/cm3 Verdichtungsgrad Hohlraumgehalt in Vol.-% Walzübergänge
Ist Soll Ist Soll
VF Station ≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
Station ≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
≥ 98,0 ≤ 5,0
A B C
D E F
G H I
Abgerufen von „https://rekoti.inf.bi.ruhr-uni-bochum.de/w/index.php?title=Raumdichtemessungen_mit_der_Isotopensonde_an_der_Kanalstraße&oldid=6650“