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Building components suitable for reuse

19.10.2018 | CircHubs

 

Description and quantity estimations

About 2.2 million tonnes of building construction waste is produced in Finland each year (soil displacement not included), which includes metal, wood, concrete, bricks, cardboard, plastic, and electronic waste (Hämäläinen and Teriö, 2011; Ministry of the Environment, 2014). Of the construction waste, about 27% is demolition waste, 16% building construction waste, and the overwhelmingly greatest part, 57%, is waste from building renovation work (Ministry of the Environment, 2014). Recycling construction waste is a powerful way to reduce the environmental burden of construction, and it has a notable role in achieving the targets for sustainable development in construction. The higher the value (i.e., the closer to the original usage) in which the building component is utilised, the less is lost in terms of the material, energy, and work invested in it. Many building components and load-bearing parts can be reused as they are. The environmental benefits which can be achieved through reuse are generally more significant when the reused structure is more energy intensive, massive, and heavy (Huuhka, 2010).

Some construction waste is considered to be more suitable for reuse than the rest. For example, steel frames, glued and laminated wood, and traditional wood frames are judged to be very suitable for reuse. (Hradil et al., 2014). Smaller building components which are suitable for reuse are windows, doors, bricks, roofing tiles, flooring materials, stone ovens, tile stoves, bathtubs, sinks, light fixtures, natural stone, flagstones, structural steel, and roofing supports. Mineral wool can also be gathered up and reused (Poutiainen, 2013).

It is difficult to estimate the percentage of construction waste which comprises reusable materials, because numerous factors affect the potential for reuse, such as the building material, the demolition method, and the exposure of structures to weather conditions. There are also significant differences in the reuse potential within individual waste fractions: for example, in one case 26% (Höglemeier et al., 2013) of construction wood has been judged to be reusable whereas in another case this figure was as high as 90% (Gustavsson et al., 2006). In addition to wood, other materials such as concrete can be reusable to a very great degree: in one Swedish case up to 80-85% of the concrete elements of a demolished block of flats were judged to be suitable for reuse.

It can be assumed that reusable components are mainly derived from demolition and renovation work. According to a calculatory estimate based on constructed surface area, about 408,000 tonnes of construction waste were generated in the capital region in 2016. Of this, about 229,000 tonnes were renovation waste and 114,000 tonnes demolition waste (Waste flows of the Helsinki metropolitan area service, 2017). If we assume that 50% of renovation and demolition waste is suitable for reuse, we end up with a rough estimate for reusable components of about 172,000 tonnes. When applying the calculation method used for the capital to the Tampere area, the corresponding figure would be 40,000 tonnes, while in Oulu it would be 38,000 tonnes. It has been estimated that 199,000 tonnes of construction waste is produced in Turku (V-S liitto, 2017), of which, if we use the same assumptions, approximately 86,000 can be estimated as being reusable. In reality, it is impossible to give a precise estimate without practical experience.

Needs for innovation

In all of the metropolitan areas a need was experienced for new innovations to further the reuse of old building components. These include:

  • Better targeting of the supply and demand of building components; for example, with the aid of a digital marketplace. There is also likely to be a need for a physical marketplace or warehouse.
  • The development of a standardising system for building component quality
  • The development of a variety of new service models between demolishers and suppliers
  • The development of procurement criteria to enable the use of old building components

 

Challenges and opportunities for business

As of now, there is no significant economic incentive for the reuse of building components, as there is little demand for already-used components and their prices are low (Ministry of the Environment, 2014). The element systems used in buildings have also not been designed to be dissembled intact, which is the prerequisite for reuse, and the Finnish actors in the construction business do not have much experience in this area (Huuhka, 2010; Lahdensivu et al., 2015). Because disassembling elements intact is, in practice, largely manually performed, the higher labour costs involved when compared to the use of new materials also somewhat curbs the enthusiasm for reuse of materials (Huuhka, 2010). Many recyclable materials are somewhat unfamiliar as construction materials to Finnish construction industry participants, who generally also react conservatively to the thought of reusing building elements; to architects, reusing building elements can appear to be a burden that limits design freedom, and engineers would rather not take the risks that may relate to the use of non-standardised materials (Huuhka, 2010). In Finland, the external structure of a building is exposed to relatively erosive weather conditions, and the quality of the structure with regard to its potential reuse always needs to be determined on a case-by-case basis. Structures which are exposed to weather conditions often do not meet the requirement of a fifty-year life cycle, which also limits the potential for the reuse of the external structures (Lahdensivu et al., 2015).

Therefore, large-scale, professional businesses centred on the reuse of building components are virtually non-existent in Finland. Experts estimate that only under one percent of the materials from buildings that are demolished in Finland are then reused. Globally, however, in countries like Great Britain and Germany, businesses have already been built around the trade in used building components. The demolition sites are often located near new building sites, in which case even local reuse could become possible. (Saarinen 2015). Concerns raised regarding the reuse of construction waste involve cost and the inconsistent quality and quantity of the waste. Differences in room heights and therefore structures can also pose challenges in terms of reuse. (Hradill et al., 2014)

The evaluation of construction materials in a laboratory is expensive and raises the cost of reuse. However, the cost could be reduced with standards or if information on the construction materials could be relayed to future demolishers. For example, demolition instructions could be attached to 3D building blueprints in the planning phase, to be saved for future demolition organisations. When planning new buildings, it would be necessary to consider their properties in the light of demolition and recycling. (Saarinen 2015).

According to the results of pilot experiments, reusing materials can also lead to savings. In an experiment carried out in Kummatti in Raahe, it was observed that reused elements which had been taken from blocks of flats produced a 30% saving in costs when the materials were later utilised as carports. In Berlin, a savings of 25% was achieved by reusing concrete elements (Saarinen, 2015). Opposing estimates of cost effectiveness have also been made. The result of the Myllypuro demolition experiment was that the work process was ten times more expensive than traditional demolition (Huuhka, 2010).

Lähteet

Gustavsson, L., Pingoud, K. ja Sathre, R. 2006. Carbon Dioxide Balance of Wood Substitution: Comparing Concrete- and Wood-Framed Buildings. Mitigation and adaptation strategies, 11(3): 667-691

Hradil P., Talja A., Wahlström M., Huuhka S., Lahdensivu J. & Pikkuvirta J. 2014. Re-use of structural elements. Environmentally efficient recovery of building components. VTT

Huuhka 2010, Kierrätys arkkitehtuurissa: Betonielementtien ja muiden rakennusosien uudelleenkäyttö uudisrakentamisessa&lähiöiden energiatehokkaassa korjaus- ja täydennysrakentamisessa, Diplomityö 24.3.2010

Hämäläinen, J. ja O. Teriö. 2011. Talonrakentamisen ympäristömittari. Suomen Rakennusmedia

Höglemeier, K., Weber-Blaschke, G. ja Rickhter, K. 2013. Potentials for cascading of recovered wood from building deconstruction- A case study for South-East Germany. Resources, conservation and recycling, 78: 81-91

Lahdensivu, J., S. Huuhka, P. Annila, J. Pikkuvirta, A. Köliö ja T. Pakkala. 2015. Betonielementtien uudel-leenkäyttömahdollisuudet. Tampereen Teknillinen Yliopisto, tutkimusraportti, rakennustekniikan laitos, tutkimusraportti 162

Poutiainen T. 2013. Rakennusjätteen vähentäminen ja hyödyntäminen korjausrakentamisessa. Metropolia Ammattikorkeakoulu, Insinöörityö.

Pääkaupunkiseudun jätevirrat -palvelu 2017.

Saarinen E., 2015, Uusiouutiset 2/2015.

Varsinais-Suomen liitto 2017. Varsinais-Suomen materiaalivirrat kiertotalouden näkökulmasta.

Ympäristöministeriö. 2014. Rakentamisen materiaalitehokkuuden edistämisohjelma, Ramate-työryhmän loppuraportti. Ympäristöministeriön raportteja 17/2014, toim. Else Peuranen ja Harri Hakaste.

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