evaluation of adhesives on

Transcription

evaluation of adhesives on
PERFORMANCE EVALUATION OF
ADHESIVES ON
ENGINEERED BAMBOO
by
Marina A. Alipon
Forest Products Research and
Development Institute (FPRDI), College,
Laguna, Philippines
SIGNIFICANCE
• EXECUTIVE ORDER NO. 879 – May 10, 2010
government commitment – develop the bamboo
industry – value chain approach for a market-driven
products/business development.
SIGNIFICANCE
E -BAMBOO – binding together strips, slats,
strands, particles with a suitable adhesives to
form composite materials.
used in variety of ways similar to solid
wood products.
can be designed to meet application
specific requirements.
Objectives of the Study
• Evaluate the performance of adhesives on the
properties of bamboos
• Kawayan tinik
• Giant bamboo
Adhesives
• PVAC
•
UF
Preparation of Samples
• Scraped the green outer skin of bamboo culm
Cut the culms every 3m
Sliced into strips
Planed
Preparation
of Samples
Sorted and matched
Dried to 8 -10% MC
Glued
Pressed
Properties tested
Adhesives
• PVAC commercially prepared
Adhesive # 1 - PVA glue with 50%minimum
solid content, water resistant
properties
meets the D3 Standard.
Adhesive #1
• Emulsion Properties
• % Solids
50
• Viscosity, 250C
8,000-13,000cps
• Appearance/color
white
• pH
2.5-4.0
• Specific Gravity
1.08-1.10
• Storage
Excellent
Adhesive # 2 - wood working adhesive (D3)
with low water resistance
Adhesive #2
• Emulsion Properties
• % Solids
54-56
• Viscosity, 250C
4,000-8,000cps
• Appearance
white opaque
• pH
4-5
• Specific Gravity
1.08-1.10
• Storage
Excellent
Adhesive 3
Urea-formaldehyde resin designed for
bonding interior grade hardwood plywood
Glue # 3
• Specifications
• % Solids
• Viscosity 250C
49-51
•
•
•
•
•
1.190-1.210
7.6-8.0
Water
0.8% max
1 month
SG at 250C
pH
Solvent
Free formaldehyde
Storage life
150-290cps
Adhesives
• UF adhesive # 3
Components
Parts by weight
UF
200
Catalyst
10
Industrial wheat flour
40
Water
50
Properties Evaluation
Measures the suitability of the materials for various
end-uses.
moisture content
bending (MOR, MOE)
hardness
shear (bond strength)
delamination
Delamination
• Soak on water – 6 hrs.
• Oven-dry – 18 hrs at 40 + 30C
• Delamination – not more than 1/3 of the total
length of the line
Properties Testing
ASTM D1037: 2012, D3499: 2005
Results
• Static Bending
• Modulus of Rupture (MOR) – measures the
magnitude of load required to cause failure of the
material.
• Modulus of elasticity – measures the ability of the
material to regain its original shape after the load is
removed
Table 1. Mean mechanical properties of Ebamboo with various adhesives.
Species
Adhesive
Kawayan.
tinik
I
Static Bending
MOR
MOE
(MPa)
(GPa)
132.6
15.1
II
III
I
98.2
79.0
96.9
13.5
10.2
14.3
II
III
94.4
78.8
13.3
10.0
Giant
bamboo
Table 1. Mean mechanical properties of E-bamboo
Species
Adhesive Hardness RD
Kawayan
tinik
Giant
bamboo
I
(kN)
5.95
0.715
II
III
5.05
3.95
0.710
0.642
I
6.06
0.648
II
III
4.66
3.17
0.619
0.648
Table 1. Mean mechanical properties of E-bamboo
Species
K. tinik
G. bam
Adhesive
Shear
MC
MPa
(%)
I
5.97
10.3
II
3.77
10.4
III
4.74
10.5
I
4.49
10.5
II
5.12
10.0
III
4.55
10.1
Table 1. Mean mechanical properties of E-bamboo
Species
Adhesive
Shear
RD
TS
K. tinik
UF
PVAc
Dry
(MPa)
3.34
4.39
Wet
(MPa)
0.533 0.508
0.483 0.582
24 hrs
(%)
3.23
4.22
G. bam
UF
PVAc
2.59
2.96
0.932 0.566
0.037 0.538
5.26
4.52
Table2. ANOVA on the effect of adhesives on
properties of E-bamboo
Source
Kauyan
tinik
Model
Error
Corrected
Total
R2
CV (%)
DF
2
6
8
MOR
MS
F-Value
2150
89.4
88
9
24.1**
MOE
MS
F-Value
19.2
0.91
21.2**
88
7
Table2. ANOVA on the effect of adhesives on
properties of E-bamboo
SV
D
F
Kawayan
tinik
Shear
FValue
MS
FValue
MS
FValue
17.0**
3.03 13.8**
0.005
4.76ns
0.21
0.001
2
3.68
Error
6
0.22
Corrected
Total
8
CV (%)
Relative
Density
MS
Model
R2
Hardness
85
10
82
9
61
5
Table 2. ANOVA on the effect of adhesives on
properties of E-bamboo
Source
Giant
Bamboo
Model
Error
Corrected
Total
R2
CV (%)
DF
2
6
8
MOR
MS
F-Value
289.7
61.9
60
9
4.68ns
MOE
MS
F-Value
14.9
0.77
19.3**
86
7
Table 2 . ANOVA on the effect of adhesives on
properties of E-bamboo
SV
D
F
Giant
Bamboo
Shear
MS
Model
2 289.7
Error
6
Corrected
Total
8
R2
CV (%)
61.9
60
9
Hardness
FValue
MS
4.7ns
FValue
Relative
Density
MS
FValue
14.9 19.3**
0.0009
0.22ns
0.77
0.0039
86
7
6
9.8
Table 3. DMRT for properties of E-bamboo.
Adhesive MOR
MOE
Shear
Hard- Relative
ness Density
Kawayan
tinik
I
132.6a 15.1a 5.98a
5.95a 0.72a
II
98.2b
13.5a 3.77b
5.05a 0.71a
III
79.9b
10.2b 4.74c
3.95b 0.64a
Table 3. DMRT for properties of E-bamboo
Adhesive MOR
MOE
Shear
.
Hard- Relative
ness Density
Giant
Bamboo
1
96.9a
14.3a 4.49a
6.06a 0.65a
II
94.4a
13.3a 5.12a
4.66b 0.62a
III
78.7a
10.0b 4.55a
3.17c 0.65a
No delamination – meets the Philippine National
Standard PNS 196:2000.
• Total cost for gluing 200 x 1000 mm E-bamboo
board/floor tiles
Year 2013
Adhesive 1 = 75
Adhesive II = 24
Adhesive III = 15.60
Conclusion
• Strength properties of E-bamboo
glued with PVAc (Adhesive #1) are better than
the
other adhesives
Adhesive #2 generally higher than Adhesive #3
Cost of adhesives
UF (Adhesive #3) preferred
Recommendation
• Continuing search
– on glue modification to lower the cost
– Indigenous source of adhesives
– Durability of E-bamboo with various types of
adhesives
ACKNOWLEDGEMENT
• Products Research Forest and Development
Institute (FPRDI)/Department of Science and
Technology (DOST), College, Laguna,
Philippines
• Philippine National Research Council
(NRCP)/DOST
THANK
YOU!