Recycling of Materials from Renovation and Demolition of Building Structures in the Spirit of Sustainable Material Engineering
Abstract
:1. Introduction
2. The Problems of Old Residential Buildings
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- 5 years it is recommended to paint the walls, ceiling, and windows.
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- 10 years it is recommended to paint the exterior doors.
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- 15 years it is recommended to paint the interior doors.
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- 20 years it is recommended to replace the stove and renovate the bathroom.
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- 25 years, it is recommended to replace windows and window sills, as well as to paint and maintain the facade and varnish the floor.
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- 30 it is recommended to replace the doors.
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- 50 years, it is recommended to replace the heating system, electrical system, plumbing system, replace guttering, roofing, and floor tiles (general renovation).
3. Direct Use of Waste Demolition Materials
4. Use of Waste Materials in Composites
5. Summary
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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CERAMICS [t/m2 Floor Surface] | STEEL [t/m2 Floor Surface] | WOOD [t/m2 Floor Surface] | GLASS [t/m2 Floor Surface] |
---|---|---|---|
1.690 | 0.018 | 0.055 | 0.00035 |
CERAMIC | STEEL | WOOD | GLASS | |
---|---|---|---|---|
[t/m2 floor surface] | 1.690 | 0.018 | 0.055 | 0.00035 |
[t/200 m2 floor surface] | 338 | 3.6 | 11 | 0.07 |
Disposal price [PLN/t] | 447 | −1300 | 446 | 446 |
Disposal price [PLN/200 t] | 151,086 | −46,800 | 4906 | 3.22 |
Total price [PLN/200 t] | 151,343.22 |
Reference | Mixture Content | Analyzed Properties | Main Findings |
---|---|---|---|
C. Ince et al. [16] | Waste wood in cement mortar | Mechanical properties of cement mortars | The use of wood powders significantly improves the mechanical properties of cement mortars |
Q. Al.-Kaseasbeh et al. [23] | Raw wood waste in concrete mixtures | Water absorption, compressive strength, bending tensile strength, morphological, and interfacial bonding analyses by conducting SEM and FTIR tests | Increase the absorbability of the concrete mixture, decrease the compressive strength, no significant effect on bending tensile strength, it is recommended not to use raw wood waste in concrete mixtures |
A. P. Siciliano et al. [24] | Wood-Waste-Based Thermal Insulation Foam | Thermal conductivity, compressive strength | Low thermal conductivity, high compressive strength, reusability of wood waste |
P. Paril et al. [25] | Composite Boards Produced from High-energy Milled Wood, Plastic Waste, and Bio-polymers | Bending tensile strength, dimensional stability, absorbability, resistance to fungi | Mechanical and thermal properties conform to standards for building materials |
A.A.K. Sharaba et al. [26] | Concrete with the addition of wood chips | Bending strength, tensile strength, compressive strength, and unit weight | Reduction in strength properties and unit weight, for 10% additive acceptable results were obtained |
Q. Tang et al. [27] | Recycled powder from concrete and brick waste in new concrete | Hydration reaction, Water demand, Compressive strength, Chloride permeability, Fineness improvement | Reduces the properties of concrete |
O. Gencel [28] | Waste concretes as fine aggregate and fly ash as binder in production of thermal insulating foam concretes | Porosity, density, compressive strength, dynamic elastic modulus, absorption, ultrasound, and thermal characteristics | Slight rise in porosity and absorption while decrease in dynamic elastic modulus, ultrasound, and thermal conductivity |
E. Leightona [18] | Structural beams with aggregate from recycled concrete | Compressive strength, bending tensile strength | Increase in compressive strength, increase in bending tensile strength |
C. Frazão et al. [29] | Recycled steel fiber reinforced concrete | Shearing | Technically feasible |
R. Ochoa-Diaz et al. [20] | Asphalt mixture with steel waste additives | Comparative evaluation of the properties of waste and natural aggregate | Waste aggregate mostly shows better properties than natural aggregate, it is concluded that the use of waste aggregate can improve the performance of the mineral-asphalt mixture |
W. Łasica [30] | Cement-glass eco-composites with the addition of waste steel chips | Workability, Young’s modulus, compressive strength | Reduction in workability of the mix, increase in Young’s modulus, increase in compressive strength |
P.V. Saez et al. [31] | Gypsum composite with the addition of glass waste from the construction industry | Dry density, surface hardness, mechanical strength, capillary water absorption and thermal conductivity | Reduce capillary water absorption, improve mechanical strength, increase surface hardness |
A.M.Lauermannová [32] | Cement composite with the addition of ground waste glass | Porosity, bending tensile strength, compressive strength, water absorption coefficient | Decrease in porosity, increased compressive strength, moderate water penetration |
J. Camilleri et al. [33] | Concrete with the addition of waste glass | Mix density, compressive strength, ultrasonic pulse velocity | Increase density, increase compressive strength, increase ultrasonic pulse speed |
F.M. Ani et al. [34] | Concrete with the addition of glass waste (as a partial substitute for binder material) | Mix density, tensile strength, compressive strength | Increase density, increase tensile strength, increase tensile strength |
A.I. Çelik et al. [35] | Geopolymer concrete with the addition of waste glass powder | Setting time, slump, penetrability, compressive and flexural strength | Decrease in strength (compressive and flexural), reduction of the slump values |
J.R.S. Ursua et al. [36] | Concrete bricks with the addition of construction waste (mixture of steel rods, crushed roof tiles, nails, tie wire) | Compressive strength, water absorption | Increase in compressive strength, decrease in absorbability |
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Czarnecki, S.; Rudner, M. Recycling of Materials from Renovation and Demolition of Building Structures in the Spirit of Sustainable Material Engineering. Buildings 2023, 13, 1842. https://doi.org/10.3390/buildings13071842
Czarnecki S, Rudner M. Recycling of Materials from Renovation and Demolition of Building Structures in the Spirit of Sustainable Material Engineering. Buildings. 2023; 13(7):1842. https://doi.org/10.3390/buildings13071842
Chicago/Turabian StyleCzarnecki, Slawomir, and Marlena Rudner. 2023. "Recycling of Materials from Renovation and Demolition of Building Structures in the Spirit of Sustainable Material Engineering" Buildings 13, no. 7: 1842. https://doi.org/10.3390/buildings13071842
APA StyleCzarnecki, S., & Rudner, M. (2023). Recycling of Materials from Renovation and Demolition of Building Structures in the Spirit of Sustainable Material Engineering. Buildings, 13(7), 1842. https://doi.org/10.3390/buildings13071842