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Process Data set: Ytong aerated concrete 3.5/0.50 RO - Unreinforced aerated concrete blocks (en) en de

Key Data Set Information
Location RO
Reference year 2024
Name
Ytong aerated concrete 3.5/0.50 RO - Unreinforced aerated concrete blocks
Use advice for data set Scope: The life cycle assessment is based on the consumption data of the Romanian Xella aerated concrete plant in Paulesti and the data base for the year 2022. System boundary: Type of EPD: cradle-to-gate with options. Description of life cycle phases: Product stage (A1–A3) Raw material provisioning and truck transport of the raw materials to the plant. Production inputs, in particular provisioning and use of energy carriers and auxiliary materials, as well as packaging material. Treatment of production waste and wastewater. Construction stage of the building (A4–A5) Module A4: Truck transport to the construction site (100 km). Transport distance can, where applicable, be adjusted at the building level (e.g., for 200 km actual transport distance: multiply the LCA values by the factor 2). Module A5: Thermal packaging treatment and resulting credits in Module D. Offcuts were not considered, as these depend strongly on the building context. Offcuts can be approximated using the declared values for the production stage (e.g., 5% offcuts: multiply the LCA values by the factor 0.05). The installation of the products themselves is typically manual (no loads). Mortar is not considered in this EPD. Use stage (B1) Recarbonation of reactive product constituents (e.g., CaO). A recarbonation rate of 95% is assumed (Walther 2022). End-of-life stage (C1–C4) Module C1: Mechanical demolition (excavator). Module C2: Truck transport to waste processing (50 km). Transport distance can, where applicable, be adjusted at the building level (e.g., for 100 km actual transport distance: multiply the LCA values by the factor 2). Module C3: (Scenario: material recycling): Waste processing and material recycling as fill material (including credits for substitution of gravel in Module D). Module C4: (Scenario: landfilling): Average emissions from landfilling. Credits and burdens outside the system boundary (D) Credits from avoided costs through substitution of gravel as fill material (from Module C3) and credits for energy substitution from packaging treatment.
Technical purpose of product or process Unreinforced blocks for masonry, monolithic, load-bearing and non-load-bearing walls. Direct contact with water is avoided in construction practice as specified.
Classification
Class name : Hierarchy level
  • OEKOBAU.DAT: 1.3.03 Mineralische Baustoffe / Steine und Elemente / Porenbeton
  • IBUCategories: 02 Bauprodukte / Mauerwerk und Mörtel / Porenbeton
General comment on data set The aforementioned products are unreinforced building blocks of various formats made from aerated concrete. Aerated concrete belongs to the group of porous autoclaved lightweight concretes.
Copyright Yes
Owner of data set
Quantitative reference
Reference flow(s)
Material properties of the reference flow
    • gross density: 486.0 kg/m^3
    • conversion factor to 1kg: 486.0 -
Biogenic carbon content
  • Carbon content (biogenic) - packaging: 1.37 kg
Time representativeness
Data set valid until 2029
Technological representativeness
Technology description including background system Der gemahlene Quarzsand wird mit Kalk, Zement und zerkleinertem Porenbeton-Recyclingmaterial, unter Zugabe von Wasser und Aluminiumpulver oder -paste, in einem Mischer zu einer wässrigen Suspension gemischt und in Gießformen gegossen. Das Wasser löscht unter Wärmeentwicklung den Kalk. Das Aluminium reagiert im alkalischen Milieu. Dabei bildet sich gasförmiger Wasserstoff, der die Poren in der Masse erzeugt und ohne Rückstände entweicht. Die Poren besitzen meist einen Durchmesser von 0,5 – 1,5 mm und sind ausschließlich mit Luft gefüllt. Nach dem ersten Abbinden entstehen halbfeste Rohblöcke, aus denen maschinell und mit hoher Genauigkeit die Porenbetonbauteile geschnitten werden. Die Ausbildung der endgültigen Porenbetoneigenschaften erfolgt während der anschließenden Dampfhärtung über 5 – 12 Stunden bei etwa 190 °C und einem Druck von ca. 12 bar in Dampfdruckkesseln, den sog. Autoklaven. Hier bilden sich aus den eingesetzten Stoffen Calcium-Silikathydrate, die dem in der Natur vorkommenden Mineral Tobermorit entsprechen. Die Reaktion des Materials ist mit der Entnahme aus dem Autoklav abgeschlossen. Der Dampf wird nach Abschluss des Härtungsprozesses für weitere Autoklavzyklen verwandt. Das anfallende Kondensat wird als Prozesswasser genutzt. Auf diese Weise wird Energie eingespart und eine Belastung der Umwelt mit heißem Abdampf und Abwasser vermieden. Porenbeton-Bausteine werden anschließend auf Holzpaletten gestapelt und in recycelbare Schrumpffolie aus Polyethylen (PE) eingeschweißt. Technical data: See the Declaration of Performance for the respective product. The following table includes general data. Declared unit: The declared unit is 1 m unreinforced autoclaved aerated concrete of the raw density class 0.5 with a gross density of 486 kg/m. The average gross density was determined by averaging the data from the factory production control (FPC) in the reference year.

Indicators of life cycle

IndicatorDirectionUnit Production
A1-A3
Transport
A4
Installation
A5
Use
B1
De-construction
C1
Transport
C2
Waste processing
C3
Disposal
C4
Recycling Potential
D
Input
  • 163.3
  • 2.276
  • 49.56
  • 0
  • 0.2317
  • 1.129
  • 2.162
  • 13.14
  • -7.17
Input
  • 49.26
  • 0
  • -49.26
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
Input
  • 212.5
  • 2.276
  • 0.2953
  • 0
  • 0.2317
  • 1.129
  • 2.162
  • 13.14
  • -7.17
Input
  • 1272
  • 39.69
  • 26.39
  • 0
  • 4.042
  • 19.69
  • 24.47
  • 97.56
  • -71.68
Input
  • 24.87
  • 0
  • -24.87
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
Input
  • 1297
  • 39.69
  • 1.52
  • 0
  • 4.042
  • 19.69
  • 24.47
  • 97.56
  • -71.68
Input
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 471.4
Input
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
Input
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
Input
  • 0.7338
  • 0.002606
  • 0.01833
  • 0
  • 0.0002654
  • 0.001293
  • 0.006345
  • 0.02407
  • -0.01136
Output
  • 1.903E-7
  • 2.091E-9
  • 2.737E-10
  • 0
  • 2.13E-10
  • 1.037E-9
  • 1.421E-9
  • 1.036E-8
  • -1.082E-8
Output
  • 1.768
  • 0.006227
  • 0.05005
  • 0
  • 0.0006341
  • 0.003089
  • 0.007047
  • 486.5
  • -19.65
Output
  • 0.02565
  • 0.000072
  • 0.00008455
  • 0
  • 0.000007332
  • 0.00003571
  • 0.0001802
  • 0.001024
  • -0.006085
Output
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
Output
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 547
  • 0
  • 0
Output
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
Output
  • 0
  • 0
  • 12.34
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0
Output
  • 0
  • 0
  • 22.09
  • 0
  • 0
  • 0
  • 0
  • 0
  • 0

IndicatorUnit Production
A1-A3
Transport
A4
Installation
A5
Use
B1
De-construction
C1
Transport
C2
Waste processing
C3
Disposal
C4
Recycling Potential
D
  • 176.3
  • 2.991
  • 7.76
  • -78.33
  • 0.3174
  • 1.484
  • 1.308
  • 7.372
  • -4.006
  • -4.81
  • 0.03164
  • 5.977
  • 0
  • 0.0004686
  • 0.01569
  • 0.003331
  • 0.000292
  • 0.01449
  • 181.1
  • 2.935
  • 1.783
  • -78.33
  • 0.3145
  • 1.456
  • 1.297
  • 7.35
  • -4.016
  • 0.05448
  • 0.02427
  • 0.0000663
  • 0
  • 0.002471
  • 0.01204
  • 0.007105
  • 0.0216
  • -0.004529
  • 2.058E-13
  • 5.862E-16
  • 9.179E-16
  • 0
  • 5.969E-17
  • 2.908E-16
  • 5.784E-15
  • 2.856E-14
  • -2.685E-14
  • 0.1949
  • 0.002736
  • 0.0008712
  • 0
  • 0.001991
  • 0.001357
  • 0.01738
  • 0.04118
  • -0.01092
  • 0.1979
  • 0.00315
  • 0.001027
  • 0
  • 0.001516
  • 0.001562
  • 0.01209
  • 0.05235
  • -0.01026
  • 0.7288
  • 0.01193
  • 0.004882
  • 0
  • 0.007863
  • 0.00592
  • 0.06572
  • 0.1493
  • -0.04159
  • 0.00004825
  • 0.000008821
  • 1.254E-7
  • 0
  • 8.982E-7
  • 0.000004376
  • 0.000002954
  • 0.00001234
  • -0.00000491
  • 0.0664
  • 0.001005
  • 0.0003173
  • 0
  • 0.0007105
  • 0.0004987
  • 0.00598
  • 0.01359
  • -0.003794
  • 28.1
  • 0.02755
  • 0.7802
  • 0
  • 0.002806
  • 0.01367
  • 0.2178
  • 0.7888
  • -0.2142
  • 0.000009729
  • 2.632E-7
  • 1.398E-8
  • 0
  • 2.68E-8
  • 1.305E-7
  • 0.000001429
  • 6.936E-7
  • -4.387E-7
  • 1296
  • 39.55
  • 1.519
  • 0
  • 4.027
  • 19.62
  • 24.47
  • 97.51
  • -71.66

IndicatorUnit Production
A1-A3
Transport
A4
Installation
A5
Use
B1
De-construction
C1
Transport
C2
Waste processing
C3
Disposal
C4
Recycling Potential
D
1This impact category deals mainly with the eventual impact of low dose ionizing radiation on human health of the nuclear fuel cycle. It does not consider effects due to possible nuclear accidents, occupational exposure nor due to radioactive waste disposal in underground facilities. Potential ionizing radiation from the soil, from radon and from some construction materials is also not measured by this indicator.
2The results of this environmental impact indicator shall be used with care as the uncertainties on these results are high or as there is limited experiences with the indicator.
Comparative toxic unit for humans (carcinogenic) (HTP-c) 2
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
Comparative toxic unit for humans (noncarcinogenic) (HTP-nc) 2
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
Incidence of disease due to PM emissions (PM) 2
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
Human exposure efficiency relative to U235 (IR) 1
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
Comparative toxic unit for ecosystems (ETP-fw) 2
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
Soil quality index (SQP) 2
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND
  • ND