Global Performance of Sustainable Thermal Insulating Systems with Cork for Building Facades
Abstract
:1. Introduction
2. Materials and Methods
2.1. Materials
2.2. Methods
Behaviour Analysed | Test | Component | Age (Days) | Samples Dimensions | Requirements to ETICS Performance [2] and Aim of Tests |
---|---|---|---|---|---|
Water behaviour | Water absorption by capillarity | ETICS | 28 | 30 cm × 30 cm | ETICS are considered resistant to water penetration if the water absorbed by a system with or without finishing coat (the surface in contact with water is the base coat) after 1 h is less than or equal to 1 kg/m2. Systems without finishing allow to analyse if the base coat resists water penetration without the contribution of the finishing coat. |
Water vapour permeability | Render (reinforced base coat + finishing coat) | 28 | 10 cm × 10 cm | To avoid water vapour condensation, the resistance to water vapour diffusion of the rendering system (reinforced base coat and finishing coat) should normally not exceed 2.0 m (based on EN 12086) [24]. | |
Mechanical behaviour | Impact resistance | ETICS | After artificial ageing | 3 m × 2 m | Test to analyse impact resistance. The presence of any micro cracks or cracks after hard body impact with steel ball 3 J and 10 J: Category I–no deterioration with 3 J and 10 J, Category II–no deterioration with 3 J and rendering not penetrated with 10 J, and Category III–rendering not penetrated with 3 J. The application height on the facade is determined based on the impact test results. Use categories: Category I–zones readily accessible at ground level to the public and vulnerable to hard body impacts but not subjected to abnormally rough use; Category II–zones liable to impacts from thrown or kicked objects, but in public locations where the height of the system will limit the size of the impact or at lower levels where access to the building is primarily to those with some incentive to exercise care; and Category III–zones not likely to be damaged by normal impacts caused by people or by thrown or kicked objects. |
Bond strength (between insulation to base coat + mesh) | ETICS | After artificial ageing | 3 m × 2 m | Results shall be at least equal to 0.08 N/mm² (MPa) with cohesive or adhesive rupture. | |
Bond strength (between adhesive to insulation) | Adhesive and insulation (for bonding systems) | 28 | 1 m × 0.5 m | ||
Acoustic and thermal comfort | Airborne sound | ETICS | 28 | 10 m2 | Declared value of ΔRW,direct (ΔRW,direct = RW,with − RW,without) (Based on EN ISO 10140-2) [25] |
Thermal resistance | Insulation and ETICS | - | - | Insulation product with a maximum thermal conductivity of 0.065 W/m·K. Declared value of thermal resistance. The minimum thermal resistance of the ETICS shall exceed 1 m2·K/W. RETICS = Rinsulation + Rrender [(m2·K)/W], (Rrender is about 0.02 m2·K/W) (According to EN ISO 6946) [26] | |
Durability | Visual aspect (during hygrothermal test) | ETICS | After artificial ageing | 3 m × 2 m | According to ETAG, ETICS is predicted to have working life of 25 years. Durability was analysed through visual aspect after hygrothermal test. This test simulates accelerated artificial ageing. Systems were subjected to heat–rain and heat–cold cycles. None of the following defects detected during the testing: blistering or peeling of any finishing, failure or cracking associated with joints between insulation product boards or profiles fitted with ETICS, detachment of render and cracking allowing water penetration to the insulation layer. |
Fire resistance | Reaction to fire | ETICS | 28 | 1 m × 1.5 m | Classification obtained of reaction to fire conditions according to the type and height building where ETICS is applied. The reaction to fire was tested according to EN 13823 [27] and EN 11925-2 [28] and classified according to EN 13501-1+A1 [29]. B and C: class reaction to fire. Additional classification of smoke production: s3 (no limitation of smoke production required), s2 (the total smoke production as well as the ratio of increase in smoke production are limited. This is applicable to systems for which no performance is declared and systems not satisfying the criterion defined in s1), and s1 (more demanding criteria than s2 are satisfied. The system satisfies the following criterion: smoke ≤ 750% × minutes). Additional classification of production of flaming droplets and/or particles: d2 (no limitation), d1 (no flaming droplets/particles persisting longer than a given time occurred), d0 (no flaming droplets/particles occurred). B-s1,d0 and B-s2,d0: these classifications were considered satisfactory according to Portuguese regulations for ETICS applied on buildings up to 28 m high. C-s1,d0 and C-s2,d0: these categories limit the application field of the systems, according with the current standard for small buildings (less than 9 m). |
3. Results and Discussion
3.1. Water Behaviour
3.2. Mechanical Behaviour
3.3. Thermal and Acoustic Comfort
3.4. Durability
3.5. Fire Resistance
4. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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ETICS | Insulation | Mesh | Adhesive/ Base Coat | Finishing Coat | |||||
---|---|---|---|---|---|---|---|---|---|
Type | Tensile Strength (MPa) | Bulk Density (kg/m3) | Water Vapor Diffusion Resistance Factor (µ) | Thermal Conductivity (W/m·K)(Minimum Values) * | Reaction to Fire (Euroclass) ** | Type and Mass per Surface Unit (g/m2) | General Characteristics | General Characteristics | |
ETICS 1 | EPS | 0.21 | 19 | 34 | 0.039 | E | Normal + Reinforced (160 + 330) | Cement based mortar | - |
ETICS 2 | Acrylic | ||||||||
ETICS 3 | ICB | 0.05 | 100 | - | 0.040 | - | |||
ETICS 4 | Acrylic (= ETICS 2) | ||||||||
ETICS 5 | EPS | 0.24 | 21 | 39 | 0.039 | Reinforced (330) | Cement based mortar | - | |
ETICS 6 | Double Reinforced (330 + 330) | - | |||||||
ETICS 7 | Reinforced (330) | Acrylic | |||||||
ETICS 8 | Double Reinforced (330 + 330) | Acrylic (= ETICS 7) | |||||||
ETICS 9 | ICB | 0.05 | 100 | - | 0.040 | Reinforced (330) | - | ||
ETICS 10 | Double Reinforced (330 + 330) | - | |||||||
ETICS 11 | Reinforced (330) | Acrylic (= ETICS 7) | |||||||
ETICS 12 | Double Reinforced (330 + 330) | Acrylic (= ETICS 7) | |||||||
ETICS 13 | EPS | 0.24 | 21 | 39 | 0.039 | Double reinforced (376 + 376) | Cement based mortar | - | |
ETICS 14 | Acrylic | ||||||||
ETICS 15 | ICB | 0.05 | 114 | 11 | 0.040 | - | |||
ETICS 16 | Acrylic (= ETICS 14) | ||||||||
ETICS 17 | EPS | 0.26 | 20 | 34 | 0.036 | Normal (160) | Cement based mortar | - | |
ETICS 18 | Acrylic resins | ||||||||
ETICS 19 | Normal + Reinforced (160 + 330) | - | |||||||
ETICS 20 | Acrylic resins (= ETICS 18) | ||||||||
ETICS 21 | ICB | 0.05 | 100 | 24 | 0.040 | Normal (160) | Mixed binders based mortar | - | |
ETICS 22 | Acrylic resins (= ETICS 18) | ||||||||
ETICS 23 | Natural hydraulic lime based mortar + Paint based on silicate | ||||||||
ETICS 24 | Normal + Reinforced (160 + 330) | - | |||||||
ETICS 25 | EPS | 0.20 | 21 | 40 | 0.036 | Normal (160) | Cement based mortar | - | |
ETICS 26 | Acrylic resins | ||||||||
ETICS 27 | Normal + Reinforced (160 + 330) | - | |||||||
ETICS 28 | Acrylic resins (= ETICS 26) | ||||||||
ETICS 29 | ICB | 0.05 | 100 | 19 | 0.040 | Normal (160) | Mortar based on natural hydraulic lime, cement | - | |
ETICS 30 | Acrylic resins (= ETICS 26) | ||||||||
ETICS 31 | Air lime, hydraulic binder | ||||||||
ETICS 32 | Normal + Reinforced (160 + 330) | - |
ETICS | Components | Quantities Applied (kg/m2) − Mortar of Base Coat + Finishing Coat | ETICS Samples (with or without Finishing Coat) | Samples Composed by Render (Reinforced Base Coat + Finishing Coat) | (ETICS) | |||
---|---|---|---|---|---|---|---|---|
Water Absorption after 1 h (kg/m2)—Average and σ | Capillarity Coefficient after 1 h (kg/m2·s0.5)—Average | Equivalent Air Thickness − Sd (m) Average | µ | |||||
ETICS 1 | EPS | C | - | 5.59 | 0.17 ± 0.01 | 0.003 | ND | ND |
ETICS 2 | A | 5.59 + 1.43 | 0.08 ± 0.04 | 0.001 | 1.42 | 47.3 | ||
ETICS 3 | ICB | - | 6.97 | 0.80 ± 0.02 | 0.013 | ND | ND | |
ETICS 4 | A | 6.97 + 1.44 | 0.73 ± 0.04 | 0.012 | 1.42 | 42.2 | ||
ETICS 5 | EPS | C | - | 3.50 | 0.04 ± 0.01 | 0.001 | ND | ND |
ETICS 7 | A | 3.50 + 0.23 | 0.04 ± 0.01 | 0.001 | 1.03 | 27.9 | ||
ETICS 9 | ICB | - | 3.81 | 0.07 ± 0.00 | 0.001 | ND | ND | |
ETICS 11 | A | 3.81 + 4.49 | 0.06 ± 0.01 | 0.001 | 1.03 | 13.5 | ||
ETICS 13 | EPS | C | - | 9.45 | 0.20 ± 0.02 | 0.003 | ND | ND |
ETICS 14 | A | 9.45 + 0.67 | 0.04 ± 0.01 | 0.001 | 0.44 | 44.6 | ||
ETICS 15 | ICB | - | 8.93 | 0.09 ± 0.01 | 0.002 | ND | ND | |
ETICS 16 | A | 8.93 + 0.54 | 0.03 ± 0.01 | 0.001 | 0.44 | 35.3 | ||
ETICS 17 | EPS | C | - | 3.39 | 0.15 ± 0.05 | 0.003 | ND | ND |
ETICS 18 | A | 3.39 + 1.95 | 0.05 ± 0.01 | 0.001 | 0.71 | 38.2 | ||
ETICS 21 | ICB | M | - | 6.50 | 0.20 ± 0.20 | 0.003 | ND | ND |
ETICS 22 | A | 6.50 + 1.48 | 0.10 ± 0.11 | 0.002 | 0.76 | 42.5 | ||
ETICS 23 | S | 6.50 + 5.40 | 0.05 ± 0.01 | 0.001 | 1.33 | 33.3 | ||
ETICS 25 | EPS | C | - | 2.82 | 0.10 ± 0.03 | 0.002 | ND | ND |
ETICS 26 | A | 2.82 + 2.19 | 0.05 ± 0.01 | 0.001 | 0.38 | 39.9 | ||
ETICS 29 | ICB | CL | - | 3.90 | 0.28 ± 0.04 | 0.005 | ND | ND |
ETICS 30 | A | 3.90 + 2.69 | 0.36 ± 0.17 | 0.006 | 0.21 | 21.5 | ||
ETICS 31 | AL | 3.90 + 2.73 | 0.14 ± 0.04 | 0.005 | 0.06 | 18.7 |
ETICS | Components | ETICS Applied on Rig Submitted Hygrothermal Cycles | Samples Composed by Adhesive and Insulation with 28 Days | ||||||
---|---|---|---|---|---|---|---|---|---|
Impact Resistance | Bond between Base Coat to Insulation | Bond between Adhesive to Insulation | |||||||
Categories | Strength (MPa) | Failure Pattern | Strength (MPa) | Failure Pattern | |||||
ETICS 1 | EPS | C | NR | - | II | 0.22 | C | 0.17 | C |
ETICS 2 | A | I | 0.21 | C | |||||
ETICS 3 | ICB | - | I | 0.12 | C | 0.12 | C | ||
ETICS 4 | A | II | 0.15 | C | |||||
ETICS 5 | EPS | C | R | - | II | 0.19 | C | 0.17 | C |
ETICS 6 | RR | I | 0.15 | C | |||||
ETICS 7 | R | A | II | 0.16 | C | ||||
ETICS 8 | RR | II | 0.16 | C | |||||
ETICS 9 | ICB | R | - | II | 0.11 | C | 0.17 | A/B/C | |
ETICS 10 | RR | I | 0.11 | A/C | |||||
ETICS 11 | R | A | II | 0.12 | C | ||||
ETICS 12 | RR | II | 0.12 | A/C | |||||
ETICS 13 | EPS | C | RR | - | III | 0.18 | C | ND | ND |
ETICS 14 | A | III | 0.14 | C | |||||
ETICS 15 | ICB | - | III | 0.11 | A/C | ND | ND | ||
ETICS 16 | A | II | 0.10 | A/C | |||||
ETICS 19 | EPS | C | NR | - | II | 0.12 | A | 0.17 | C |
ETICS 24 | ICB | M | I | 0.10 | C | 0.08 | C | ||
ETICS 25 | EPS | C | N | - | II | 0.18 | C | 0.27 | B |
ETICS 26 | A | - | 0.17 | C | |||||
ETICS 27 | NR | - | II | 0.15 | C | ||||
ETICS 28 | A | - | 0.17 | C | |||||
ETICS 29 | ICB | CL | N | - | - | 0.09 | C | 0.10 | C |
ETICS 30 | A | II | 0.12 | A | |||||
ETICS 31 | AL | III | 0.20 | A | |||||
ETICS 32 | NR | - | I | 0.10 | C |
ETICS | Components | Thermal Comfort | Acoustic Comfort | |||||
---|---|---|---|---|---|---|---|---|
Thermal Resistance Insulation (m2·K/W) | Thermal Resistance ETICS (m2·K/W) | Masonry Block Concrete without ETICS—RW,with (dB) | Masonry Block Concrete with ETICS—RW,with (dB) | Insulation Thickness (mm) | Airborne Sound Improvement ΔRW,Direct = RW,with − RW,without | |||
ETICS 1 | EPS | - | 1.03 | 1.05 | ND | ND | ND | ND |
ETICS 2 | EPS | A | 1.03 | 1.05 | ND | ND | ND | ND |
ETICS 3 | ICB | - | 1.00 | 1.02 | ND | ND | ND | ND |
ETICS 4 | ICB | A | 1.00 | 1.02 | ND | ND | ND | ND |
ETICS 5 | EPS | - | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 6 | EPS | - | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 7 | EPS | A | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 8 | EPS | A | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 9 | ICB | - | 1.00 | 1.02 | ND | ND | ND | ND |
ETICS 10 | ICB | - | 1.00 | 1.02 | ND | ND | ND | ND |
ETICS 11 | ICB | A | 1.00 | 1.02 | ND | ND | ND | ND |
ETICS 12 | ICB | A | 1.00 | 1.02 | ND | ND | ND | ND |
ETICS 13 | EPS | - | 1.11 | 1.13 | 44 | 45 | 50 | 1 |
ETICS 14 | EPS | A | 1.11 | 1.13 | 44 | 45 | 50 | 1 |
ETICS 15 | ICB | - | 1.00 | 1.02 | 44 | 50 | 50 | 6 |
ETICS 16 | ICB | A | 1.00 | 1.02 | 44 | 50 | 50 | 6 |
ETICS 17 | EPS | - | 1.11 | 1.13 | 44 | 44 | 60 | 0 |
ETICS 18 | EPS | A | 1.11 | 1.13 | 44 | 44 | 60 | 0 |
ETICS 19 | EPS | - | 1.11 | 1.13 | 44 | 44 | 60 | 0 |
ETICS 20 | EPS | A | 1.11 | 1.13 | 44 | 44 | 60 | 0 |
ETICS 21 | ICB | - | 1.00 | 1.02 | 44 | 50 | 60 | 6 |
ETICS 22 | ICB | A | 1.00 | 1.02 | 44 | 50 | 60 | 6 |
ETICS 23 | ICB | S | 1.00 | 1.02 | 44 | 50 | 60 | 6 |
ETICS 24 | ICB | - | 1.00 | 1.02 | 44 | 50 | 60 | 6 |
ETICS 25 | EPS | - | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 26 | EPS | A | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 27 | EPS | - | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 28 | EPS | A | 1.11 | 1.13 | ND | ND | ND | ND |
ETICS 29 | ICB | - | 1.00 | 1.02 | 48 | 51 | 50 | 3 |
ETICS 30 | ICB | A | 1.00 | 1.02 | 48 | 51 | 50 | 3 |
ETICS 31 | ICB | AL | 1.00 | 1.02 | 48 | 51 | 50 | 3 |
ETICS 32 | ICB | - | 1.00 | 1.02 | 48 | 51 | 50 | 3 |
ETICS | Insulation | Components | Reaction to Fire of ETICS | ||
---|---|---|---|---|---|
Type | Thickness (mm) | Base Coat | Finishing Coat | ||
ETICS 2 | EPS | 100 | C | A | C-s2,d0 |
ETICS 4 | ICB | 100 | A | C-s1,d0 | |
ETICS 7 | EPS | 80 | C | A | B-s2,d0 |
ETICS 11 | ICB | 80 | A | B-s1,d0 | |
ETICS 14 | EPS | 80 | C | A | B-s1,d0 |
ETICS 16 | ICB | 100 | A | B-s1,d0 | |
ETICS 18 | EPS | 100 | C | A | B-s1,d0 |
ETICS 22 | ICB | 100 | M | A | B-s1,d0 |
ETICS 23 | ICB | 100 | S | B-s1,d0 | |
ETICS 26 | EPS | 80 | C | A | B-s1,d0 |
ETICS 30 | ICB | 100 | CL | A | B-s1,d0 |
ETICS 31 | ICB | 100 | AL | B-s1,d0 |
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Malanho, S.; Veiga, R.; Farinha, C.B. Global Performance of Sustainable Thermal Insulating Systems with Cork for Building Facades. Buildings 2021, 11, 83. https://doi.org/10.3390/buildings11030083
Malanho S, Veiga R, Farinha CB. Global Performance of Sustainable Thermal Insulating Systems with Cork for Building Facades. Buildings. 2021; 11(3):83. https://doi.org/10.3390/buildings11030083
Chicago/Turabian StyleMalanho, Sofia, Rosário Veiga, and Catarina Brazão Farinha. 2021. "Global Performance of Sustainable Thermal Insulating Systems with Cork for Building Facades" Buildings 11, no. 3: 83. https://doi.org/10.3390/buildings11030083