Testing Activities for Technological and Normative Validation of Bio-Based Components in Façade System Modules
Abstract
:1. Introduction
2. Materials and Methods
- Identification of validation activities—based on designing validation and desk simulation conducted in the designing phase, a list of testing is defined to demonstrate the feasibility of manufacturability and integrability of the components in the façade system modules. Indeed, based on the research objectives and the defined test activities, the standards to be addressed were identified.
- Prototyping and testing activities—testing activities for manufacturing and normative validation of bio-based façade system modules are conducted to align with product requirements and expected outcomes to collect data and analyze the results achieved. Therefore, in this phase the test procedure and standard compliance for system validation is defined, focusing on the performance and acoustic tests. This stage allows to validate modules against requirements, identifying weaknesses, and implementing improvements. This step is divided into: (i) the test preparation phase—the norms and therefore the method statements, and the facilities for each test are defined; (ii) design and manufacturing—the Basajaun modules are designed for each test and manufactured; and (iii) tests and performances achieved—the tests are conducted, and the results collected.
- Analyze the obtained results—this stage aims at identifying weaknesses and opportunities for bio-based façade system modules based on the test results. Indeed, a specific focus is given to gaps and barriers to challenge for market introduction by identifying weak points and improvement opportunities for further activities.The materials for the research activity are:
- Façade system design defined in Basajaun project—more detailed insights derived from the development of the Basajaun façade system are presented in Pracucci et al. [31] offering the methodology applied for the designing phase. Figure 1 shows the final design configuration of three façade typologies while Figure 2 depicts a zoomed in image of the horizontal section of the opaque façade module.
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- Insulation—the conventional material in curtain wall façades is mineral or rock wool. In the Basajaun façade system, an insulation material of comparable thermal resistance composed of wooden fibers has been selected. The choice of wooden fibers over synthetic alternatives underscores a commitment to eco-friendly design [32] with the aim to demonstrate the balance between aesthetic, ecological, and technical performances. The selected insulation has a thickness of 220 mm and 50 mm, gross density of 55 kg/m3, and thermal conductivity of 0.038 W/(m2 × K).
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- Frame profile—Biocomposite profiles feature a blend of components, primarily composed of a bio-based resin system and basalt fiber reinforcement. Within the material ratio, the reinforcement accounts for 55%, comprising endless roving fibers and various types of woven roving. The resin system, constituting 45% of the composite, is a complex amalgamation of elements. Notably, 30% of the base resin is bio-based, incorporating succinic acid instead of conventional orthophthalic or isophthalic acid and recycled components. The bio-based resin system is enriched with a range of additives, including a shrinkage reducer, internal mold release agent, accelerator, catalyst, color paste, and air bubble remover additive. Additionally, 3% of the resin system is comprised of wooden particles, all of which are bio-based.
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- Membrane and tapes as tightness and wooden plywood as stiffness layers—these technologies replace the conventional aluminum sheets. The selected membrane is in aluminum/PE and glass fiber, with a thermal conductivity of 0.0007 W/(m*k), water impermeability Class W1, and fire classification (EN 13501-1 [33,34]) class A2-s1, d0. The stiffness layer supports the assembly structurally, distributing loads and resisting deformation. For the Basajaun façade, 18 mm-thick plywood panels are employed as a bio-based alternative in wood-based façade system modules.
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- In the design, the selected insulation and tightness layer are on-market technologies, while the biocomposite profile is an original product developed within the project.
- Also included is the method statement for testing activities conducted in a laboratory environment to validate façade system modules, based on EN 13830:2015 [35] and EN 14019:2016 [36] for curtain walling—impact resistance—and performance requirements and local norms for thermal behavior. These European standards specify the requirements for lightweight façades intended for use in the building envelope to provide weather protection, safety in use, energy savings, and heat retention. The performance test sequence is reported in Table 9. In addition, for the acoustic validation, the tests are performed by following the EN ISO 717-1:2020 (IN-OUT test) standards [37].
3. Results
3.1. Identification of Validation Activities
3.2. Façade Prototyping and Testing Phase
3.2.1. Bio-Based Profile Testing
- The opaque façade’s technological systems (Figure 4) were tested for exposure to damp heat, water spray, and a salt mix under ISO 4611:2011 [53] to assess:
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- The internal vapor barrier technological system composed of tape, membrane, double tape, and the biocomposite profile.
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- The external wind-air tightness and wind load resistant technological system composed of tape, membrane, double tape, and the biocomposite profile.
- The vision façade system, particularly the technological system composed of structural silicone and biocomposite profile, was tested for adhesion and compatibility.
- Internal technological system:
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- Shear test of the reference (procedure based on UNE EN 12317-2:2011)
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- Peel test of the reference (procedure based on UNE EN 12316-2:2013)
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- Shear test of the samples after an aging of 168 h at 50 °C and 70% RH
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- Peel test of the samples after an aging of 168 h at 50 °C and 70% RH
- External technological system:
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- Shear test of the reference (procedure based on UNE EN 12317-2:2011)
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- Peel test of the reference (procedure based on UNE EN 12316-2:2013)
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- Shear test of the samples after aging of 14 days at (23 ± 2) °C/(50 ± 10)% RH + 4 days at (70 ± 2) °C + 24 h at (23 ± 2) °C−(50 ± 10)% RH + UV aging according to Annex C UNE EN 13859-2:2014 [56] (336 h of UV cycle phase)
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- Peel test of the samples after aging of 14 days at (23 ± 2) °C/(50 ± 10)% RH + 4 days at (70 ± 2) °C + 24 h at (23 ± 2) °C−(50 ± 10) % RH + UV aging according to Annex C UNE EN 13859-2:2014 (336 h of UV cycle phase, a total of 403 h)
- Adhesion—performed in accordance with the adapted ASTM C794 [59] or ETAG 002 Paragraph 8.3.2.4(6) [58]. The test assessed three pieces in immersion in water (95 ± 2) °C for 24 h, three test pieces in immersion in water at (23 ± 2) °C for 7 days, and three test pieces in an oven at (100 ± 2) °C for 7 days. The pieces were then conditioned for (48 ± 4) hours at a temperature of (23 ± 2) °C and (50 ± 5)% relative humidity. The conditioned test pieces were then subjected to tensile tests to rupture.
3.2.2. Façade Manufacturing
3.2.3. Performance Test
- Air permeability, water penetration resistance, and wind resistance test sequence.
- External and internal impact test sequence for impact with the double tires.
- Deflection gauge verification—based on façade mechanical simulation, the correspondence between the value from the simulation and the one from the test is compared to confirm the theoretical component. The complete list of conducted tests is in Table 9.
3.2.4. Acoustic Test
- The average sound pressure level in the source and receiving room, L1 and L2, were measured using a moving microphone with a sweep radius of 1 m and a traverse period of 16 s during 32 s of measure. Background noise in the receiving room was measured according to the same measurement process of the sound field in the receiving room.
- The equivalent sound absorption area, A, in the receiving room was evaluated from the reverberation time measured in the receiving room, T, and from the receiving room volume, V. Reverberation time was determined by using two positions of the sound source and three fixed microphone positions for each source position distributed at 120° in the microphone path. The measurement chain was verified just before and after the execution of the test.
- The rating according to EN ISO 717-1:2020 was calculated from the sound reduction index curve obtained according to EN ISO 10140-2:2021.
- For the vision modules the test was conducted following the EN ISO 10140-2:2021, and the results obtained are (rating according to EN ISO 717-1:2020):
- Rw (C; Ctr): 42 (−2; −6) dB.
- RA = Rw + C100–5000: 41 dB.
- RA, tr = Rw + Ctr,100–5000: 36 dB
- While for the opaque modules the results obtained are (rating according to EN ISO 717-1:2020):
- Rw (C; Ctr): 44 (−2; −7) dB.
- RA = Rw + C100–5000: 43 dB.
- RA, tr = Rw + Ctr,100–5000: 37 dB
4. Discussion
- All the conducted tests confirmed a successful outcome—the profile could be a valuable alternative to conventional materials such as aluminum in curtain wall façades. Indeed, considering the production process of the frame profiles, pultrusion consumes less energy per unit weight compared to aluminum profile extrusion, with the biocomposite reducing energy consumption by about 70%. However, Basajaun pultruded profiles weigh nearly twice as much as aluminum profiles with comparable structural properties. At the same time, the assembly of the façades did not show significant variations during the analysis. More detailed insights derived from the sustainability analysis of the façade systems are presented in Morganti et al. [30], offering indicators toward circular, environmentally conscious, and bio-composed building envelopes.
- For the adhesion test between the sealants and biocomposite profile, the aim was to use structural silicone in direct contact with the biocomposite profile to reduce the number of system components. While the test did not fail, for safety reasons and for future building lifespans, the manufacturing has been conducted with an aluminum profile integrated with the bio-component profile to have certainness of the adhesion of structural silicone with glass.
- For the adhesion test between the membrane and biocomposite profiles, the results confirm that the solution may be considered valuable for utilization in the façade, not having achieved failure mode. Conducting durability tests on these systems over an extended period, considering the diverse support structures to which they were affixed, has been a fundamental step. Such evaluations are crucial for ascertaining the long-term effectiveness of these systems as well as their suitability for practical implementation.
- Cutting and machining—due to their characteristics, the biocomposite profiles can be cut and machined by changing the equipment tool, in comparison to the aluminum profiles. However, for further developments a substantial weight reduction needs to be considered to enhance overall economic efficiency.
- The Basajaun system tests confirm successful outcomes, including manufacturability of panels, validation of design accuracy with minor adjustments, definition of possible performance levels, adherence to current curtain wall façade standards, and demonstration of the effectiveness of the Basajaun systems in addressing prefabrication challenges while meeting high-performance standards.
- The performance test (PMU) demonstrates that the façade can support the wind load in pressure and suction, and guarantees air permeability and watertightness based on tests according to the standard provided. Table 11 reports the results obtained and the result analysis.
- AMU—The results of the acoustic mock-up are useful to define the acoustic insulation provided by the Basajaun project. Both typologies were validated by in situ tests. Table 12 shows a comparison of the obtained results.
- The results of the acoustic mock-up, according to EN ISO 717-1:2020, Rw; C; Ctr; C100–5000; Ctr,100–5000, are necessary to estimate the acoustic behavior of the rooms of a building, R’w. Once the building is executed, an in situ test is carried out to validate R’w against the established requirement. Table 11 shows that the in situ measured results improve the simulation results and are much higher than the requested requirements.
- It is very important to have reliable data of enclosures, especially in new systems, to obtain adequate estimation data and be able to satisfy the established requirements.
- Sealant test—once defined, the finishing of the window (architectural choice ongoing by UNSTUDIO and demo partner); a final approval on dark finish (T17 EBANO) for the wooden frame is pending.
- Implementation of Basajaun façade typologies—the activities conducted during the Basajaun façade system demonstrate that the system could be adapted for different façade module typologies to be used in a demo building. The next activities regarding the Basajaun façade will be to develop the demo detail design and Basajaun façade manufacturing. In addition, to have the possibility to install the system in the demo building in France (Bordeaux), it was requested by the local architects to fulfill an ATEx procedure (Appreciation Technique d’experimentation) of the entire façade system. All these tests were used as part of this validation process conducted by the CSTB (Centre Scientifique et Technique du Bâtiment) with reference number: 3047_V1.
- Prefabrication process industrialization—the goal of advancing the prefabrication manufacturing process lies in its industrialization to address the construction industry’s needs. This segment looks into assessing the benefits of factory-based manufacturing, encompassing aspects such as cost efficiency, quality control, and scalability. One aim is to decrease both the weight and thickness of the façade system with a targeted approach towards optimizing biocomposite profiles, resulting in improved resource efficiency and cost savings. Indeed, Basajaun pultruded profiles weigh nearly twice as much as aluminum profiles with comparable structural properties.
5. Conclusions
- To further validate the Basajaun façade system design and demonstrate its applicability in pilot buildings (located in France and Finland), we will develop the pilot detail design to investigate its impact on real-case manufacturing,
- To tackle all the defined weak points,
- To enhance the proportion of bio-based components in the profiles, with a specific emphasis on the resin content, to contribute to a more sustainable and environmentally friendly product,
- To develop the market validation which is missing and should be conducted once the bio-based profile is able to reduce its manufacturing costs.
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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- EN 12317-2:2011; Flexible Sheets for Waterproofing—Determination of Shear Resistance of Joints—Part 2: Plastic and Rubber Sheets for Roof Waterproofing. Available online: https://standards.iteh.ai/catalog/standards/cen/1afa7b84-c683-4718-8f5b-c5da65834632/en-12317-2-2010 (accessed on 7 March 2024).
- EN 13859-2:2014; Flexible Sheets for Waterproofing—Definitions and Characteristics of Underlays—Part 2: Underlays for Walls. Available online: https://standards.iteh.ai/catalog/standards/cen/2f716e45-d2a9-4c73-9312-e24f43949552/en-13859-2-2014 (accessed on 7 April 2024).
- ASTM C1087; Standard Test Method for Determining Compatibility of Liquid-Applied Sealants with Accessories Used in Structural Glazing Systems. Available online: https://www.astm.org/c1087-16.html (accessed on 8 March 2024).
- European Organization for Technical Approvals Guideline for European Technical Approval for Structural Sealant and Glazing Kits (SSGK) 2012. Available online: https://standards.iteh.ai/catalog/standards/cen/ab460e27-bfd2-4f52-8fc3-9d46b595dc8c/en-13706-1-2002 (accessed on 8 March 2024).
- Standard Test Method for Adhesion-in-Peel of Elastomeric Joint Sealants. Available online: https://www.astm.org/c0794-18r22.html (accessed on 8 March 2024).
- EN 12153; Curtain Walling—Air Permeability—Test Method. Available online: https://standards.iteh.ai/catalog/standards/cen/f009e1a5-1cdf-476b-96e6-b6d5e310175e/en-12153-2023 (accessed on 7 March 2024).
- EN 12152; Curtain Walling—Air Permeability—Performance Requirements and Classification. Available online: https://standards.iteh.ai/catalog/standards/sist/88f492b7-2d45-4d48-8fa4-6a01e83b8d80/sist-en-12152-2023 (accessed on 7 March 2024).
- EN 12155; Curtain Walling—Watertightness—Laboratory Test under Static Pressure. Available online: https://standards.iteh.ai/catalog/standards/cen/0dcfdd01-d664-41f7-a1b5-b6ff773a7878/en-12155-2000 (accessed on 7 March 2024).
- EN 12154; Curtain Walling—Watertightness—Performance Requirements and Classification. Available online: https://standards.iteh.ai/catalog/standards/cen/16342422-5f8f-4cd0-be67-d4092058f426/en-12154-1999 (accessed on 7 March 2024).
- EN 12179; Curtain Walling—Resistance to Wind Load—Test Method. Available online: https://standards.iteh.ai/catalog/standards/cen/c0bd3670-98a2-4eb8-9764-5e970f97de83/en-12179-2000 (accessed on 7 March 2024).
- EN 13116; Curtain Walling—Resistance to Wind Load—Performance Requirements. Available online: https://standards.iteh.ai/catalog/standards/cen/2eff39ca-0b83-4d48-9bbd-4f902d3c0eb6/en-13116-2024 (accessed on 7 March 2024).
- EN ISO 10140-2:2021; Acoustics—Laboratory Measurement of Sound Insulation of Building Elements—Part 2: Measurement of Airborne Sound Insulation. Available online: https://standards.iteh.ai/catalog/standards/cen/c13c521e-fd0b-40bd-a323-f48ed7d3de55/en-iso-10140-2-2021 (accessed on 7 April 2024).
Validation | Test Conducted | |
---|---|---|
Biocomposite properties | EN 13706:2002 | Lab test |
Structural silicone compatibility and adhesion with bio-based profiles | Compatibility test ASTM C1087 and ETAG002 (5.1.4.2.5) Adhesion test ASTM C794 or ETAG 002 (8.3.2.4(6)) | Lab test |
Tape and membranes adhesion with biocomposite profile | EN12316-2:2013 and EN12317-2:2011 | Lab test |
Bio-based profiles cutting and machining | CNC machining center | CNC machining center |
Façade manufacturing | Mock-up manufacturing | Mock-up manufacturing |
Watertightness of joints | EN ISO 13830:2005 curtain wall façade—CE for façade | Performance mock-up (PMU) |
Wind load resistance | EN ISO 13830:2005 curtain wall façade—CE for façade | Performance mock-up (PMU) |
Acoustic attenuation | EN ISO 10140-2 | Opaque acoustic mock-up (AMU) |
Acoustic attenuation | EN ISO 10140-2 | Vision acoustic mock-up (AMU) |
Properties | Unit | Test Method | Minimum Requirements | ||
---|---|---|---|---|---|
E23 | E17 | ||||
1.1 | Modulus of elasticity | GPa | Annex D, EN 13706-2:2002 | 23 | 17 |
1.2 | Tensile modulus longitudinal | GPa | EN ISO 527-4 [40] | 23 | 17 |
1.3 | Tensile modulus transverse | GPa | EN ISO 527-4 | 7 | 5 |
1.4 | Tensile strength longitudinal | MPa | EN ISO 527-4 | 240 | 170 |
1.5 | Tensile strength transverse | MPa | EN ISO 527-4 | 50 | 30 |
1.6 | Pin-bearing strength longitudinal | MPa | Annex E | 150 | 90 |
1.7 | Pin-bearing strength transverse | MPa | EN 13706-2:2002 | 70 | 50 |
1.8 | Bending strength longitudinal | MPa | EN ISO 14125 [41] | 240 | 170 |
1.9 | Bending strength transverse | MPa | EN ISO 14125 | 100 | 70 |
1.10 | Shear strength longitudinal | MPa | EN ISO 14130 [42] | 25 | 15 |
Test | Standard | Reference Document | Properties | Main Value (SD) | Requirement | Classification |
---|---|---|---|---|---|---|
Tensile properties (axial) | EN ISO 527-4:1997 [43] | EN 137063:2003 | Modulus of elasticity (MPa) | 27,100 (1100) | E23 GRADE ≥ 23,000; E17GRADE ≥ 17,000 | E23 |
Tensile strength (MPa) | 409 (39) | E23 GRADE ≥ 240; E17GRADE ≥ 170 | E23 | |||
Pin-bearing strength (axial) | EN 13706-2, Annex E | Pin resistance (MPa) | 310 (13) | E23 GRADE ≥ 150; E17GRADE ≥ 90 | E23 | |
Flexural properties (axial) | EN ISO 14125:1999+ ERRATUM:2002 + 1M:2011 [44] | Flexural strength (MPa) | 630 (28) | E23 GRADE ≥ 240; E17GRADE ≥ 170 | E23 | |
Interlaminar shear strength (axial) | EN ISO 14130:1999 | Apparent interlaminar shear strength (MPa) | 25.0 (0.8) | E23 GRADE ≥ 25; E17GRADE ≥ 15 | E23 |
Test | Standard | Properties | Main Value | Test | Standard | Properties | |
---|---|---|---|---|---|---|---|
Tensile properties (axial) | EN ISO 527-4:1997 | Poisson ratio (μ) | 0.33 (0.03) | Compression strength (axial) | EN ISO 14126:2001 + AC:2002 [45] | Modulus of elasticity (Mpa) | 34,600 (1500) |
Tensile strain at tensile strength (%) | 1.7 (0.1) | Compressive strength (Mpa) | 443 (15) | ||||
Stress at break (MPa) | 409 (39) | Deformation in compressive strength (%) | 1.8 (0.3) | ||||
Strain at break (%) | 1.7 (0.1) | Compression strength (transverse) | Modulus of elasticity (Mpa) | 17,300 (500) | |||
Flexural properties (axial) | EN ISO 14125:1999+ ERRATUM:2002 + 1M:2011 | Modulus of elasticity (Ef) (MPa) | 24,900 (1700) | Compressive strength (Mpa) | 90.3 (3.4) | ||
Flexural strain at the maximum point stress (%) | 17 (2) | Deformation in compressive strength (%) | 0.74 (0.08) | ||||
Interlaminar shear strength (axial) | EN ISO 14130:1999 | Apparent interlaminar shear strength (MPa) | 25.0 (0.8) | Tensile properties (axial) after 1200 h of Xenon aging test simulating one year of aging | EN ISO 527-4:1997 | Poisson ratio (μ) | 0.29 (0.08) |
Apparent interlaminar shear resistance (MPa) | 21.5 (1.1) | Modulus of elasticity (MPa) | 28,000 (2200) | ||||
Interlaminar shear strength (transverse) | EN ISO 14130:1999 | Apparent interlaminar shear strength (MPa) | 5.66 (0.65) | Tensile strength (MPa) | 388 (25) | ||
Apparent interlaminar shear resistance (MPa) | 5.17 (0.58) | Tensile strain at tensile strength (%) | 1.42 (0.08) | ||||
Impact resistance Charpy (axial) | EN ISO 179-1:2011 [46] | Break type | No break | Stress at break (MPa) | 388 (25) | ||
Impact resistance Charpy (transverse) | Impact resistance (kJ/m2) | 19 (3) | Strain at break (%) | 1.42 (0.08) |
Calculus Made | Real Element | Variation | |
---|---|---|---|
Flexural strength (MPa) | 409 | 630 | 35% |
Flexural modulus (MPa) | 18,800 | 24,900 | 25% |
Test | Standard | Properties | Main Value | Test | Standard | Properties | Main Value |
---|---|---|---|---|---|---|---|
Fiber content by weight | EN ISO 1172:1999 Method A [47] | Glass fiber content (%) | 61.21 (0.72) | Color difference/color coordinates after chemical resistance (H2SO4) and water absorption | EN ISO 11664-4:2020 [48] | L* | 11.85 |
Thermal expansion (axial) | ISO 11359-2:2021 [49] | Thermal expansion (axial) (K-1) | 10 × 10−6 (2 × 10−6) | a* | −0.56 | ||
Thermal expansion (axial) | Thermal expansion (axial) (K-1) | 51 × 10−6 (3 × 10−6) | b* | −2.12 | |||
Barcol hardness | EN 59:2016 [50] | Barcol hardness | 49 (3) | Color difference/Color coordinates after chemical resistance (NaOH) and water absorption | L* | 15.25 | |
Chemical resistance | EN ISO 175:2011 [51] | Chemical resistance NaOH mass loss (%) | 0.018 (0.008) | a* | −0.48 | ||
Chemical resistance NaOH mass loss (%) | −0.001 (0.001) | b* | −2.53 | ||||
Water absorption | EN ISO 175:2011 | Water absorption (%) | 1.58 (0.026) | Density | EN ISO 1183-1:2019 [52] | Density (g/cm3) | 1843 (0.002) |
Average Force (N/50 mm) (SD) | Maximum Force (N/50 mm) (SD) | Failure Mode | |
---|---|---|---|
Internal technological system—reference | 81 (4) | 86 (4) | A—Peeling of the joint |
Internal technological system—168 h at 50 °C and 70% RH | 79 (3) | 83 (4) | A—Peeling of the joint |
External technological system—reference | 92 (1) | 102 (1) | A—Peeling of the joint |
External technological system—after aging * | 78 (8) | 104 (5) | A—Peeling of the joint |
Shear Strength—Maximum Force (N/50 mm) (SD) | Failure Mode | |
---|---|---|
Internal technological system—reference | 253 (51) | In the material, outside of the joint |
Internal technological system—168 h at 50 °C and 70% RH | 175 (13) | In the material, outside of the joint |
External technological system—reference | 337 (26) | In the material, outside of the joint |
External technological system—after aging | 296 (26) | In the material, outside of the joint |
Sequence | Test | Activity—Range Values |
---|---|---|
1A | Air permeability | Test Pressure: ±75 Pa |
1B | Air permeability infiltration/exfiltration | Test Pressure: ±600 Pa |
2 | Static water penetration resistance | Test pressure: +600 Pa |
3 | Wind resistance serviceability | Test pressure: ±1350Pa |
4 | Air permeability infiltration/exfiltration | Test Pressure: ±600 Pa |
5 | Static water penetration resistance | Test pressure: +600 Pa |
6 | Wind resistance safety | ×1.5 wind design pressure. Test pressure: ±2025 Pa |
7 | Impact test—double tire | 343 J (700 mm height) |
Activity | Test Reference | Classification Reference | Class | |
---|---|---|---|---|
Air permeability through fixed parts | Related to overall area | EN 12153 [60] | EN 12152 [61] | A4 |
Related to fixed joint lengths | A4 | |||
Watertightness | EN 12155 [62] | EN 12154 [63] | R7 | |
Resistance to wind load under design load +1350 Pa and −1350 Pa | EN 12179 [64] | EN 13116 [65] | Pass | |
Internal impact resistance | EN 14019 | EN 14019 | I2 | |
External impact resistance | EN 14019 | EN 14019 | E5 |
Test | Minimum | Result | Discussion |
---|---|---|---|
Air permeability—EN 12153:2002 | A1 | A4–A4 | A4: Classified under pressure/suction of 600 Pa |
Watertightness—EN 12155:2002 | R4 | R7 | R7: No water entrance under 600 Pa |
Resistance to wind load, fitness for use—EN 12179:2002 | 1350 Pa | +1350 Pa et −1350 Pa | The test wind load was repeated after the air permeability and the watertightness. The façade demonstrated that the joints of the systems work properly. Indeed, after the application of the wind load pressure and suction, there was no reduction of functionality and performance. |
Safe impact/break resistance (interior)—EN 14019:2016 | I1 | I2 | Results from I1 to I5 (it is not tested higher than I2 to not have the possibility to break the sample before the end of the test) |
Safe impact/break resistance (exterior)—EN 14019:2016 | E1 | E5 | Results from E1 to E5: obtained the highest classification |
Typology | Results to be Achieved | Results Obtained during Simulation | Result Obtained During the Test |
---|---|---|---|
Vision module | R’w ≥ 30 dB | R’w ≥ 44 dB | R’w ≥ 42 dB |
Opaque module | R’w ≥ 31 dB | R’w ≥ 44 dB | R’w ≥ 44 dB |
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© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
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Vandi, L.; Muedra, A.N.; Astudillo Larraz, J.; de Aretxaga Escudero, S.L.; Pracucci, A. Testing Activities for Technological and Normative Validation of Bio-Based Components in Façade System Modules. Buildings 2024, 14, 1105. https://doi.org/10.3390/buildings14041105
Vandi L, Muedra AN, Astudillo Larraz J, de Aretxaga Escudero SL, Pracucci A. Testing Activities for Technological and Normative Validation of Bio-Based Components in Façade System Modules. Buildings. 2024; 14(4):1105. https://doi.org/10.3390/buildings14041105
Chicago/Turabian StyleVandi, Laura, Arsenio Navarro Muedra, Julen Astudillo Larraz, Susana López de Aretxaga Escudero, and Alessandro Pracucci. 2024. "Testing Activities for Technological and Normative Validation of Bio-Based Components in Façade System Modules" Buildings 14, no. 4: 1105. https://doi.org/10.3390/buildings14041105
APA StyleVandi, L., Muedra, A. N., Astudillo Larraz, J., de Aretxaga Escudero, S. L., & Pracucci, A. (2024). Testing Activities for Technological and Normative Validation of Bio-Based Components in Façade System Modules. Buildings, 14(4), 1105. https://doi.org/10.3390/buildings14041105