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A HERA-led study indicates that readily achieving our national carbon reduction targets in the built environment is not just possible – it’s within our grasp through clever design choices. The building research levy (through BRANZ) and heavy engineering research levy (through HERA) funded study is titled “Circular design for a changing environment: a design framework to reduce construction waste, lifecycle embodied carbon, and to enhance the circular economy for construction materials, with a pilot for low-rise buildings. The study aims to develop practical guidance to significantly reduce carbon emissions in construction.
Imagine being able to halve the carbon in low-rise commercial buildings you are designing – just through some simple changes. That’s the potential of implementing HERA’s low carbon circular design hierarchy (refer to Figure 1) and specific design guidance for low-rise commercial buildings (to be released shortly).
These documents are intended to be a useful resource for designers, specifiers, engineers and other practitioners in the sector with an interest in either low carbon or circular design. Think of it like the waste hierarchy (which gives general guidance on waste reduction) but for carbon! The specific guidance will enable the design of low-rise commercial buildings that are not only low carbon but also support the circular economy for building materials and systems.
The framework and specific design guidance covers both new builds and re-use of existing buildings. As part of the framework, we’ve developed a low carbon circular design hierarchy (“the Hierarchy”) as shown in Figure 1.
To put the Hierarchy to the test to assess the impact of using different construction materials and details, we looked at six low-rise buildings, each assessed using Life Cycle Assessment (LCA) analysis.
Among these, an existing commercial office building in Christchurch from circa 2014, designated as Building 3 (“B3”), was selected as the reference building, and was chosen because its Cradle-to-Cradle embodied emissions were closest to the average among the nominated buildings – making it the best representative benchmark for the study. This building had a conventional steel-concrete composite flooring system, using a metal decking floor system, and as its main seismic resistant system concrete shear walls in one direction and steel moment resisting frames (MRF) in the other direction were used. The superstructure was supported on a raft foundation (see Figure 3).
The details of the underlying LCA work, including the LCA method, assumptions, functional units, inventory analysis and similar, are to be published in the forthcoming SESOC journal article titled “Towards proposing and piloting a framework for low carbon design: an introduction”. HERA also plans to publish the specific guidance for low-rise commercial buildings shortly.
We explored several design variations, with each variation showing us just how much carbon we could cut with small but strategic design choices.
In summary, the case study design variations compared against the “As built” (Option 1) reference included:
A conventional steel/concrete composite flooring with steel moment resisting frame (MRF) in one direction and Concrete shear wall in the orthogonal direction as lateral resisting systems, using 2014 design and construction best practices.
As Option 1 but replacing the steel moment resisting frames with reinforced concrete frames, resulting in an all-concrete solution, using 2020 design and construction best practices.
As Option 1 but replacing the steel-concrete composite flooring with a steel-timber hybrid flooring system.
As Option 1 but replacing the concrete shear walls with Eccentrically Braced Frames (EBFs), whilst keeping the remainder of the reference building as is.
As option 3 but replacing the concrete shear walls with EBFs.
As Option 1, but replacing the steel MRFs with timber frames, replacing the concrete shear walls with a steel-concrete stairwell core, using 2020 design and construction best practices. This design of this option was supplied by PTL Structural & Fire, on behalf of Timber Unlimited.
Tables 1 and 2 below show the significant potential for carbon reduction, based on our case study, for carbon reductions using the Hierarchy and specific design guidance for low rise commercial buildings. [/vc_column_text][ultimate_info_table design_style=”design03″ color_scheme=”gray”]
Options | Fossil Carbon | Whole-of-life
Biogenic Carbon | ||||
A | C | D | Cradle-to-Cradle
(A-D) | Difference
Relative to Option 1
| ||
1 | 377 | 14 | -143 | 248 | – | 0 |
1a | 187 | 17 | -8 | 196 | -21% | 0 |
1b | 166 | 17 | -8 | 175 | -29% | 0 |
1c | 356 | 14 | -143 | 227 | -8% | 0 |
2 | 408 | 22 | -51 | 379 | 53% | -13 |
2c | 370 | 22 | -51 | 341 | -10% (relative to option 2) | -13 |
3 | 362 | 26 | -150 | 238 | -4% | -93 |
4 | 306 | 10 | -155 | 161 | -35% | 0 |
4a | 90 | 13 | -2 | 101 | -59% | 0 |
4b | 81 | 13 | -2 | 92 | -63% | 0 |
5 | 250 | 20 | -140 | 130 | -48% | -93 |
5a | 52 | 23 | -1 | 74 | -70% | -93 |
6 | 48 | 22 | -10 | 60 | -76% | -182 |
*The Negative sign indicates a reduction relative to the reference. |
Table 1: Embodied Carbon of superstructure with potential carbon removals (kgCO2eq/m2).
No | Strategy | Solution | Superstructure carbon emission (kgCO2eq/m2) | ||||||
Life cycle modulus | Total (non-biogenic) | Biogenic | Carbon reduction % | Cumulative carbon reduction % | |||||
A | C | D | |||||||
Reference Building | 377 | 14 | -143 | 248 | 0 | N.A | |||
1 | Design for disassembly | Reversible connection in flooring systems | 377 | 13 | -153 | 237 | 0 | 5 | 5 |
2 | Design for longevity | Seismic resilience (steel frame design) | 377 | 13 | -169 | 221 | 0 | 6 | 11 |
3 | Low Carbon Intensity | Specify Low-carbon concrete (LC-40%) | 356 | 14 | -169 | 201 | 0 | 8 | 19 |
Specify Low-carbon structural steel | 166 | 17 | -33 | 150 | 0 | 21 | 40 | ||
Specify Low-carbon reinforcing rebs | 80 | 17 | 9 | 106 | 0 | 17 | 57 |
Table 2. Impacts of three low carbon circular design strategies from the Hierarchy
Clever design can significantly cut carbon
Based on these results, our case study indicates significant potential to substantially reduce carbon in our built environment through smart design and optimal use of materials. Steel, timber and concrete each have a role to play.
One important takeaway from our project is the need for caution when interpreting LCA studies, especially around making claims about relative material performance. A key finding was the importance of ensuring that LCA tools are kept up-to-date with low carbon material options (such as steel and concrete) which are already available in our market.
Unfortunately, we found that many LCA tools currently lack the most up-to-date low carbon options with associated Environmental Product Declarations to reliably base global warming potential values. This means that some LCA studies, using outdated tools will not reflect the benefits arising from low carbon options. As a result, caution is required when claims are being made of relative material performance as this can erroneously skew comparisons significantly in favour of one material over another.
HERA will shortly publish the specific guidance for low rise commercial buildings freely on our Ngākopa Construction 4.0 Hub and we have plans to expand this work to include more case studies and insights. We’ll also explore other building typologies, planetary accounting considerations and costs associated with various design options.
If you’d like a poster version of the Low Carbon Circular Design Hierarchy for your office, please get in touch with our Customer Experience Manager, Rebecca Symonds.
HERA also has a podcast relating to the project that you can access, and we are happy to do free in-house training for any practitioners where minimum numbers can be guaranteed. Please get in touch with our CEO Troy Coyle to discuss further. HERA also has plans to expand the design guidance out to include mid and high-rise construction and bridges, as well as consider cost impacts and planetary accounting.
About
Dr Troy Coyle brings more than 20 years’ experience in innovation management across a range of industries including materials science, medical radiation physics, biotechnology, sustainable building products, renewable energy and steel. She is a scientist with a PhD (University of NSW) with training in journalism and communications. She is the CEO of HERA – an impact led independent research association, focused on heavy engineering and its applications in manufacturing and construction.