BSI PD CEN/TR 17310:2019
$167.15
Carbonation and CO2 uptake in concrete
Published By | Publication Date | Number of Pages |
BSI | 2019 | 46 |
This document provides detailed guidance on the carbonation and carbon dioxide (CO2) uptake in concrete. This guidance is complementary to that provided in EN 16757, Product Category Rules for concrete and concrete elements, Annex BB.
Typical CO2 uptake values for a range of structures exposed to various environmental conditions are presented. These values can be incorporated into EPDs for the whole life cycle for either: a functional unit, one tonne or one m3 of concrete, without necessarily having any detailed knowledge of the structure to be built.
In the rest of the document, the data will be given per m3.
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
6 | European foreword |
7 | 1 Scope 2 Normative references 3 Terms and definitions 4 Carbonation, the uptake of carbon dioxide 4.1 Compounds, chemistry and notation |
8 | 4.2 Carbonation 4.2.1 Carbonation reactions 4.2.2 Process of carbonation |
9 | 4.2.3 Degree of carbonation |
11 | 4.2.4 Effect of carbonation on cement paste structure |
12 | 4.2.5 Carbonation rate 4.2.6 Carbonation rate controlling factors |
16 | 4.2.7 Carbonation rate of concrete with blended cements or with additions |
17 | 4.3 CO2 binding capacity in concrete, Degree of carbonation 4.3.1 General 4.3.2 Theoretical binding capacity of Portland cement |
18 | 4.3.3 Normal binding capacity of Portland cement |
19 | 4.3.4 Normal binding capacity of blended cements |
20 | 4.4 Carbonation in different environments 4.4.1 General 4.4.2 Dry indoor concrete 4.4.3 Concrete exposed to rain. 4.4.4 Concrete sheltered from rain 4.4.5 Wet or submerged concrete |
21 | 4.4.6 Buried concrete 5 Practical experiences of CO2 uptake in concrete life stages 5.1 CO2 uptake during product stage (module A) |
22 | 5.2 CO2 uptake during use stage (module B) |
28 | 5.3 CO2 uptake during end of life stage 5.3.1 CO2 uptake during end of life stage – demolition, crushing and waste handling (module C1‑C3) |
31 | 5.3.2 CO2 uptake during end of life stage — landfill (module C4) 5.4 CO2 uptake beyond the system boundary (module D) |
32 | 6 Figures for “direct estimation” of CO2 uptake in whole structures during use stage 6.1 General 6.1.1 General |
33 | 6.1.2 CO2 uptake for a portal frame bridge |
34 | 6.1.3 CO2 uptake for a residential building |
35 | 6.2 Average CO2 uptake for construction types, strength classes and exposure |
36 | 7 Additional information 7.1 CO2 uptake in the long term, beyond the service life of the structure 7.2 CO2 uptake of crushed concrete in new applications 8 Society perspective – Carbonation and CO2 uptake in mortar |
37 | 9 National calculation models and methods 9.1 General 9.2 Calculation of Carbonation of concrete in use phase (Swiss approach) 9.2.1 General 9.2.2 Water/CaO 9.2.3 CO2 concentration, relative humidity and CO2 buffer capacity |
38 | 9.2.4 A simple approach of assessing the CO2 uptake of concrete components |
41 | 9.2.5 Ratio of CO2 uptake/CO2 emission as a function of thickness of concrete element |
42 | Bibliography |