Establishment of an Environmental Impact Factor Database for Building Materials to Support Building Life Cycle Assessments in China
Abstract
:1. Introduction
2. Methodology and Flow of Research
3. Literature Review
4. Analysis of Environmental Impact Factor Databases for Building Materials
4.1. Derivation of Building Materials for Environmental Impact Analysis
4.2. Setting the Scope of the Environmental Impact Assessment for Building Materials
4.3. Comparative Analysis of Each Building Material’s Environmental Impact
4.3.1. Selection of a Target Building Material Factor Database for Each Country
4.3.2. Analysis Results of the Environmental Impact Factor Databases for Each Building Material
5. Construction of an Environmental Impact Factor Database for Building Materials in China
5.1. Setting Building Materials and Environmental Impact Categories
5.2. Proposal of an Environmental Impact Factor Database for Building Materials
6. Case Study
6.1. Overview
6.2. Case Study Target and Method
6.3. Case Study Results
7. Discussion
8. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Country | Institution | Research Outcomes | |
---|---|---|---|
China | Ministry of Housing and Urban–Rural Development | Standard for the Sustainability Assessment of the Building Project | In 2011, the Chinese Ministry of Construction announced the National Standard for Sustainability Assessment of Building Project, which includes policies for building LCA. Based on the building LCA method presented in the guideline, 12 major environmental impact factors are calculated using the building materials LCI database and subsequently evaluated by assigning weights. |
Republic of Korea | Korea Institute of Construction Technology (KICT) | G-SEED | In 2016, building LCA was introduced as an additional item under the Innovative Design (ID) materials and resources category in G-SEED. The environmental impact category for each stage of the target building’s life cycle is evaluated and a certification score is assigned through third-party verification. Global warming and at least two other environmental impact categories must be included as evaluation items in building LCA using a building materials LCI database. |
UK | Building Research Establishment (BRE) | BREEAM | The concept of building LCA was first introduced in BREEAM, which is a certification system for environmentally friendly buildings that was developed by the Building Research Establishment (BRE) in the UK. It is an independent and integrated evaluation method for building materials, members, and buildings. Building LCA is conducted and reflected in the certification score. During LCA using a building materials LCI database, 13 environmental impact categories, including global warming and resource depletion, are evaluated. |
US | U.S. Green Building Council (USGBC) | LEED | Among the evaluation items for materials and resources, a building LCA must be performed under “Building Life Cycle Impact Reduction”. A “baseline building” is established and points are given if environmental impacts are reduced by at least 10% compared with the baseline. The ATHENA Impact Estimator and GaBi Impact Estimator and GaBi are LCA programs that comply with ISO 14044 [10] and ISO 21930 LCA guidelines. Building LCA is conducted using a building materials LCI database and at least three environmental impacts of six environment impact categories, including global warming, ozone layer depletion, and eutrophication, are evaluated. |
Category | Institution | Year | Fields | No. |
---|---|---|---|---|
CLCD (China) | Sichuan University College of Architecture and Environment Research Lab (IKE) | 2013 | Energy and resources, building materials, industrial products, transportation and logistics, chemicals, basic raw materials, etc. | 575 |
National LCI database (South Korea) | Korea Environmental Industry and Technology Institute | 2002 | Energy and resources, basic materials, building materials, industrial products, transportation and logistics, waste treatment, etc. | 438 |
ELCD (EU) | European Commission | 2006 | Energy, basic raw materials, building materials, transportation and logistics, waste treatment, etc. | 505 |
Ecoinvent (Switzerland) | Ecoinvent Centre | Late 1990s | Energy, agriculture, building materials, transportation and logistics, waste treatment, etc. | >18,000 |
Year | Authors | Main Contents | Differences in This Study |
---|---|---|---|
2014 | Takano et al. [11] | Applying environmental assessments to buildings by selecting five key building materials and using databases | It has limitations in terms of the number of building materials and the need for various environmental performance assessments |
2015 | Lasvaux et al. [12] | Compared and analyzed data developed in France with data from Europe. | While this study shares a similar methodology, it has limitations in the number of evaluated building materials, and there is a need for presenting database recommendations by deriving new straightforward comparative results. |
2016 | A. Martínez-Rocamora et al. [13] | Establishing criteria for selecting LCA databases when there are mismatches in the conditions applied to buildings. | Although criteria for selecting building LCA databases have been provided, the actual construction of a database that meets these criteria has not been proposed. |
2021 | Mohebbi, G et al. [14] | Establishing criteria for carbon input calculations within the UK. | While data for calculating carbon input in the UK has been provided, there is a limitation in not assessing materials used in the “whole process” of building construction. |
Category | RC Structure | SRC Structure | RC Structure |
---|---|---|---|
Basis | 95% of cumulative weight | 95% of greenhouse gas emissions | 95% of six major environmental impact characterization values |
Major building materials | Concrete | Concrete | Concrete |
Aggregate | Rebar | Rebar | |
Brick | Steel frame | Insulation | |
Rebar | Glass | Concrete brick | |
Cement | Insulation | Glass | |
Stone | Cement | Gypsum board |
Category | China | Republic of Korea | European Union | |
---|---|---|---|---|
Concrete | Ready-mix concrete 30 MPa | Ready-mix concrete 24 MPa | a | Ready-mix concrete 20/25 MPa |
Rebar | EAF_carbon steel | EAF_rebar | a | Rebar |
Cement | Portland cement Type I | Portland cement Type I | a | Portland cement Type I |
Steel frame | Hot-dip galvanized steel coil | Hot-dip galvanized steel sheet | a | Hot-dip galvanized steel coil |
Glass | Plate glass | Plate glass | a | Glass |
Gypsum board | Natural gypsum | Gypsum board | a | Gypsum board |
Aggregate | Sand | Sand | b | Sand |
Insulation | - | Expanded polystyrene | a | Expanded polystyrene |
Brick | Concrete brick | Concrete brick | b | Aerated concrete block |
Stone | Shale | Granite | c | - |
Category | Global Warming Potential (GWP) | Acidification Potential (AP) | Eutrophication Potential (EP) |
---|---|---|---|
Equivalent | CO2 | SO2 | PO43− |
Category | Material Database | CLCD (China) | South Korean Database | ELCD (EU) |
---|---|---|---|---|
01 Concrete | Ready-mix concrete 30 MPa | ⚪ | ||
Ready-mix concrete 50 MPa | ⚪ | |||
Precast concrete C20/25 | ⚪ | |||
02 Cement | Portland cement Type I | ⚪ | ||
Portland cement Type II | ⚪ | |||
Portland cement Type III | ⚪ | |||
Portland cement Type V | ⚪ | |||
Blast furnace slag cement | ⚪ | |||
Cement | ⚪ | |||
03 Rebar | Hot-rolled rebar | ⚪ | ||
Hot-rolled steel bar | ⚪ | |||
Hot-rolled high-speed wire rod | ⚪ | |||
Converter steel | ⚪ | |||
EAF steel | ⚪ | |||
04 Steel frame | Hot-rolled H-beam | ⚪ | ||
Hot-rolled small section steel | ⚪ | |||
Hot-rolled medium section steel | ⚪ | |||
Hot-rolled medium-thickness steel sheet | ⚪ | |||
Cold-rolled steel coil | ⚪ | |||
Hot-dip galvanized steel coil | ⚪ | |||
Electro-tinned steel coil | ⚪ | |||
Electrogalvanized steel coil | ⚪ | |||
PO steel coil | ⚪ | |||
Cold-rolled steel sheet | ⚪ | |||
Hot-rolled large rail | ⚪ | |||
Hot-rolled large rail (normal section steel) | ⚪ | |||
Broad Hot Strip | ⚪ | |||
Straight Welded Pipes | ⚪ | |||
Hot-Rolled Seamless Pipes | ⚪ | |||
Cold-Drawn Seamless Pipes | ⚪ | |||
Large Diameter SAW Straight Welded Pipes | ⚪ | |||
Spiral Submerged Arc Welded Pipes | ⚪ | |||
05 Glass | Plate glass | ⚪ | ||
Tempered glass | ⚪ | |||
06 Gypsum board | Natural gypsum | ⚪ | ||
Gypsum board | ⚪ | |||
07 Aggregate | Sand | ⚪ | ||
Crushed stone | ⚪ | |||
Recycled aggregate | ⚪ | |||
08 Insulation | Expanded polystyrene | ⚪ | ||
Glass wool | ⚪ | |||
Glass wool board | ⚪ | |||
Glass wool pipe cover | ⚪ | |||
09 Brick | Concrete brick | ⚪ | ||
Clay brick (general/common) | ⚪ | |||
Shale brick (general/common) | ⚪ | |||
Coal gangue brick (general/common) | ⚪ | |||
Autoclaved fly ash brick | ⚪ | |||
Fly ash sintered brick | ⚪ | |||
Lightweight concrete block | ⚪ | |||
Aerated concrete block | ⚪ | |||
10 Stone | Shale | ⚪ | ||
Granite | ⚪ | |||
Marble | ⚪ |
Category | Cumulative Weight Contribution | QTO | China | Constructed Database | Republic of Korea | European Union |
---|---|---|---|---|---|---|
Concrete | 52.88% | 15 MPa | Ready-mix concrete 30 MPa | Precast concrete C20/25 | Ready-mixed concrete 25-210-12 | Precast concrete C20/25 |
20 MPa | ||||||
25 MPa | Ready-mixed concrete 25-240-12 | |||||
30 MPa | Ready-mix concrete 30 MPa | |||||
Aggregate | 74.26% | Sand | Sand | Sand | Sand | Sand |
Crushed stone | Crushed stone | Crushed stone | Crushed stone | Crushed stone | ||
Brick | 86.01% | Lightweight aerated concrete block | Concrete brick | Aerated concrete block | Concrete brick | Aerated concrete block |
Lightweight aerated concrete panel | ||||||
Cement | 94.59% | Cement | Portland cement Type I | Portland cement Type I | Portland cement Type I | Portland cement (CEM I) |
Rebar | 98.12% | Reinforced concrete bar | EAF_rebar | EAF_rebar | EAF_rebar | Steel rebar |
Insulation | 99.52% | Fiber insulation | - | Glass wool | Glass wool | Glass wool |
Extruded expanded polystyrene insulation | Expanded polystyrene | Expanded polystyrene | Polystyrene expandable granulate (EPS) |
Database | Building Material Classification | Matched LCI Database | Three Major Environmental Impact Categories | ||
---|---|---|---|---|---|
GWP [kg-CO2eq] | AP [kg-SO2eq] | EP [kg-PO43−eq] | |||
Constructed database | Concrete | Precast concrete C20/25 | 1.24 × 105 | 2.54 × 102 | 4.96 |
Ready-mix concrete 30 MPa | 7.28 × 105 | 1.96 × 103 | 2.47 × 102 | ||
Aggregate | Sand | 6.31 × 103 | 2.24 × 101 | 2.19 | |
Crushed stone | 8.68 × 102 | 3.56 × 101 | 3.02 × 10−1 | ||
Brick | Aerated concrete block | 7.41 × 105 | 1.45 × 103 | 1.95 × 102 | |
Cement | Portland cement Type I | 7.72 × 105 | 1.43 × 103 | 1.66 × 102 | |
Rebar | EAF_rebar | 7.98 × 105 | 3.29 × 103 | 2.83 × 102 | |
Insulation | Glass wool | 2.97 × 103 | 2.92 × 101 | 4.11 | |
Expanded polystyrene | 3.94 × 103 | 9.20 | 1.38 | ||
China | Concrete | Ready-mix concrete 30 MPa | 8.68 × 105 | 2.34 × 103 | 2.95 × 102 |
Aggregate | Sand | 6.31 × 103 | 2.24 × 101 | 2.19 | |
Crushed stone | 8.68 × 102 | 3.56 | 3.02 × 10−1 | ||
Brick | Concrete brick | 9.57 × 105 | 2.68 × 103 | 3.42 × 102 | |
Cement | Portland cement Type I | 7.72 × 105 | 1.43 × 103 | 1.66 × 102 | |
Rebar | EAF_rebar | 7.98 × 102 | 3.29 × 103 | 2.83 × 102 | |
South Korea | Concrete | Ready-mixed concrete 25-210-12 | 5.67 × 104 | 9.43 × 101 | 1.10 × 101 |
Ready-mixed concrete 25-240-12 | 1.06 × 106 | 1.74 × 103 | 2.08 × 102 | ||
Aggregate | Sand | 5.01 × 103 | 1.54 × 101 | 2.68 | |
Crushed stone | 2.36 × 103 | 2.30 | 4.02 × 10−1 | ||
Brick | Concrete brick | 1.75 × 105 | 2.22 × 102 | 3.22 × 101 | |
Cement | Portland cement Type I | 9.85 × 105 | 1.33 × 103 | 1.40 × 102 | |
Rebar | EAF_rebar | 1.51 × 105 | 9.89 × 102 | 1.49 × 102 | |
Insulation | Glass wool | 2.97 × 103 | 2.92 × 101 | 4.11 | |
Expanded polystyrene | 3.94 × 103 | 9.20 | 1.38 | ||
European Union | Concrete | Precast concrete C20/25 | 7.69 × 105 | 1.57 × 103 | 2.44 × 102 |
Aggregate | Sand | 5.50 × 103 | 4.54 × 101 | 4.63 | |
Crushed stone | 3.56 × 103 | 3.70 × 101 | 1.01 × 101 | ||
Brick | Aerated concrete block | 7.41 × 105 | 1.45 × 103 | 1.95 × 102 | |
Cement | Portland cement (CEM I) | 9.36 × 105 | 2.49 × 103 | 2.69 × 102 | |
Rebar | Steel rebar | 4.40 × 105 | 1.31 × 103 | 9.16 × 101 | |
Insulation | Glass wool | 4.39 × 104 | 1.56 × 102 | 4.11 × 101 |
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Jang, H.-J.; Wang, S.-J.; Tae, S.-H.; Zheng, P.-F. Establishment of an Environmental Impact Factor Database for Building Materials to Support Building Life Cycle Assessments in China. Buildings 2024, 14, 228. https://doi.org/10.3390/buildings14010228
Jang H-J, Wang S-J, Tae S-H, Zheng P-F. Establishment of an Environmental Impact Factor Database for Building Materials to Support Building Life Cycle Assessments in China. Buildings. 2024; 14(1):228. https://doi.org/10.3390/buildings14010228
Chicago/Turabian StyleJang, Hyeong-Jae, Seong-Jo Wang, Sung-Ho Tae, and Peng-Fei Zheng. 2024. "Establishment of an Environmental Impact Factor Database for Building Materials to Support Building Life Cycle Assessments in China" Buildings 14, no. 1: 228. https://doi.org/10.3390/buildings14010228
APA StyleJang, H. -J., Wang, S. -J., Tae, S. -H., & Zheng, P. -F. (2024). Establishment of an Environmental Impact Factor Database for Building Materials to Support Building Life Cycle Assessments in China. Buildings, 14(1), 228. https://doi.org/10.3390/buildings14010228