| Literature DB >> 35683191 |
Sarmite Janceva1, Anna Andersone1,2, Uldis Spulle3, Ramunas Tupciauskas1, Electra Papadopoulou4, Oskars Bikovens1, Martins Andzs1, Natalija Zaharova1,2, Gints Rieksts1,5, Galina Telysheva1.
Abstract
Toxic formaldehyde emissions, and the necessity to reduce the consumption of petrochemicals, stimulates the development of environmentally friendly adhesives. The aim of this research was to study, for the first time, the possibility of using condensed tannins (CTs)-rich extracts from grey alder (Alnus incana) and black alder (Alnus glutinosa) bark in the production of particleboards and plywood adhesives. The chemical structure, composition, and molecular weight of the CTs were identified by a 13C-NMR and TOF-MS analysis. Three innovative adhesive systems were studied: CTs-phenol-formaldehyde (CTs-PF) resin; a CTs-polyethyleneimine (PEI) adhesive system; and CTs-PEI combined with an ultra-low emitting formaldehyde resin (ULEFR)-CTs-PEI-ULEFR. The results showed that CTs-PF resin has properties close to commercial PF resin, and the formaldehyde emission was twice lower. CTs-PEI bonded particleboards corresponded to the requirements of the EN 312:2010 standard for particleboards in dry conditions (Type P2). CTs-PEI-ULEFR, with a 40-60% substitution of ULEFR by CTs-PEI, had adhesive properties very close to ULEFR; the plywood shear strength fit the requirements of the EN 314-2:1993 standard for application in internal and external system conditions. The introduction of extracted alder bark residues microparticles into the composition of the adhesive system showed their positive potential for application as a filler.Entities:
Keywords: alder bark; composite materials; condensed tannins; extract; formaldehyde emission; formaldehyde-free; green adhesive; particleboard; phenol-formaldehyde resin; plywood
Year: 2022 PMID: 35683191 PMCID: PMC9182082 DOI: 10.3390/ma15113894
Source DB: PubMed Journal: Materials (Basel) ISSN: 1996-1944 Impact factor: 3.748
Figure 1A- and B-type oligomeric chemical structure of CTs (R1 = OH, R2 = H, procyanidin) [28].
Figure 2Shape and dimensions of strength test sample for 3 ply veneer plywood (l1—shear length (25 ± 0.5 mm); b1—shear width (25 ± 0.5 mm); b2—saw cut width (2.5 to 4 mm); l2—minimum distance between the clamps (50 mm).
Plywood glue line bonding requirements.
| Shear Strength, fm (N/mm2) | Wood Failure, W (%) |
|---|---|
| 0.2 ≤ | ≥80 |
| 0.4 ≤ | ≥60 |
| 0.6 ≤ | ≥40 |
| 1.0 ≤ | No requirements set |
Figure 3Reaction for formaldehyde determination.
Figure 4The 13C-NMR spectrum of purified CTs from Alnus incana bark.
Figure 5The 13C-NMR spectrum of purified CTs from Alnus glutinosa bark.
Figure 6TOF-MS spectra of CTs from Alnus glutinosa and Alnus incana bark.
Shear strength, wood failure, and formaldehyde emission of the plywood produced with CTs (20%)-PF resin, in comparison to plywood, produced with a standard PF resin.
| Characteristics | Standard PF Resin |
| CTs (20%)-PF Resin |
|
|---|---|---|---|---|
|
| ||||
|
| 2.58 ± 0.23 | 2.14 | 2.06 ± 0.31 | 1.47 |
|
| 60 ± 2 | - | 64 ± 1 | - |
|
| ||||
|
| 1.45 ± 0.22 | 1.03 | 1.62 ± 0.32 | 1.02 |
|
| 88 ± 2 | - | 60 ± 1 | - |
|
| ||||
|
| 1.31 ± 0.16 | 1.01 | 1.14 ± 0.11 | 0.93 |
|
| 83 ± 2 | - | 37 ± 1 | - |
|
| ||||
| 0.090 ± 0.008 | - | 0.047 ± 0.009 | - | |
Figure 7The possible schemes of the reaction between CTs and primary (a) and secondary amine (b) groups of PEI.
Figure 8Differential thermogravimetric curves of Alnus incana and Alnus glutinosa bark CTs–PEI adhesive system.
Figure 9The viscosity of CTs–PEI adhesive depending on time, at 25 °C.
The bending properties of particleboard depending on the used adhesive system.
| Adhesive System | MOR, N/mm2 |
| MOE, N/mm2 |
| IB, N/mm2 |
|
|---|---|---|---|---|---|---|
|
| ||||||
|
| 5.3 ± 1.4 | 2.7 | 819 ± 180 | 479 | - | - |
|
| 13.2 ± 3.2 | 7.2 | 1305 ± 293 | 751 | - | - |
|
| 5.0 ± 1.1 | 2.9 | 699 ± 232 | 261 | - | - |
|
| 16.9 ± 1.1 | 14.8 | 1904 ± 297 | 1342 | - | - |
|
| ||||||
|
| 5.2 ± 1.2 | 2.9 | 682 ± 226 | 255 | - | - |
|
| 16.0 ± 0.6 | 14.9 | 1914 ± 231 | 1477 | 0.45 ± 0.04 | 0.40 |
|
| ||||||
|
| 4.8 ± 1.1 | 2.7 | 696 ± 227 | 267 | - | - |
|
| 12.1 ± 0.8 | 10.6 | 1283 ± 216 | 875 | - | - |
|
| - | 11 | - | 1800 | - | 0.40 |
Figure 10Particleboard specimens before bending test.
Figure 11Differential thermogravimetric curve of the CTs–PEI-ULEFR and CTs–PEI adhesive systems.
Properties of used adhesive systems and obtained plywood.
| Adhesive Composition ( | Viscosity, mPa·s, at 25 °C | MOE, N/mm2 | Shear Strength, N/mm2 | Density, kg/m3 | Moisture, % | ||
|---|---|---|---|---|---|---|---|
| Perpendicular to Wood Grains | Parallel to Wood Grains | After Immersion in Water at 20 °C (Class 1) | After Cyclic Treatment in Boiling Water (Class 2) | ||||
|
| 810 ± 30 | 1190 ± 160 | 16,270 ± 1800 | 2.28 ± 0.38 | 1.68 ± 0.30 | 666 | 8–9 |
|
| - | 888 | 12,868 | 1.56 | 1.11 | - | - |
|
| 124,680 ± 1800 | 1000 ± 150 | 14,610 ± 660 | 1.79 ± 0.38 | 1.56 ± 0.28 | 688 | 8–9 |
|
| - | 717 | 13,362 | 1.07 | 1.03 | - | - |
|
| >3,000,000 | 1070 ± 140 | 14,480 ± 880 | 1.84 ± 0.34 | 1.36 ± 0.27 | 722 | 8–9 |
|
| - | 805 | 12,817 | 1.20 | 0.85 | - | - |
|
| >3,000,000 | 1030 ± 110 | 14,085 ± 1300 | 2.04 ± 0.29 | 1.30 ± 0.32 | 702 | 8–9 |
|
| - | 822 | 11,628 | 1.49 | 0.70 | - | - |
|
| >3,000,000 | 1030 ± 120 | 13,980 ± 1730 | 1.45 ± 0.23 | 1.30 ± 0.29 | 644 | 8–9 |
|
| - | 803 | 10,710 | 1.02 | 0.75 | - | - |
|
| >3,000,000 | 1060 ± 200 | 11,720 ± 1380 | 0 | 0 | 736 | 8–9 |
|
| - | 682 | 9112 | - | - | - | - |
Figure 12Scheme of the plywood specimen for the test (A) and experimentally obtained plywood specimen after the shear strength test.
Influence of grey alder bark extraction residues applied as an additive to the adhesive system, on the mechanical properties of plywood.
| Adhesive Composition ( | Pretreatment of Plywood Sample | Shear Strength, N/mm2 |
|
|---|---|---|---|
|
| After immersion in water at 20 °C (Class 1) | 1.45 ± 0.23 | 1.02 |
|
| 1.62 ± 0.26 | 1.13 | |
|
| After cyclic treatment in boiling water (Class 2) | 1.36 ± 0.27 | 0.85 |
|
| 1.40 ± 0.18 | 1.06 |