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LVL Scaffold plank
SGS tested Refer to OSHA standard 3900mmX230/225mmX40/38
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- description
- specification
- 下载文件外链
-
- Commodity name: LVL Scaffold plank
SGS tested Refer to OSHA standard 3900mmX230/225mmX40/38
Scaffolding board is Structural LVL (laminated veneer lumber) manufactured in accordance with OSHA Standard 29 CFR 1926.451 or AS/NZS 4357: 1995 is a strong lightweight laminated veneer lumber scaffold plank. The structural uniformity of LVL combined with our strict quality control of all processes of manufacturing ensures our plank is safe and reliable scaffold plank for construction, operation, maintenance and use of scaffolds used in the construction, alteration, demolition and maintenance of building and structures.
Specification
Size: 230mm/380mm/420mm X100/1600/2400/3000/3600/4200/4800/5400/6000mm
Thickness: 38/42mm
Density: 590-610kg/m3
Core：Eucalyptus, radiata pine, poplar or combi as requested.
Glue: WBP, Melamine, MR
Surface finish: un-sanded faces, raised edges and square-cut, painted sealed ends.
Quality: under the procedures of the VTT184/03 certificate and the EN 14374Applications
- Frame and truss application
- As lintels and beams
- An ideal alternative to solid lumber when used for high-load applications such as headers, beams, rails, rim boards, and edge-forming material
- Door component
- Cabinet components
- Furniture industry
- Structural framing for residential and commercial construction
- Pitched rafters
- Floors JoistsSGS test report according to OSHA standard 29 CFR 1962.451 and the actual test method is supplied by the applicant.
This test result is a sample of products as specimen LVL produced with Radiata pine 3900mmX230mmX40mm, 6 piecesTest result
Loading rate: 200N/s
Keeping time after loading: 1min
Precompact force: 100NTest item(s) Support
Span(mm)Intended load Deflection in perpendicular
direction after loading
the intended load(mm)Requirement of
deflection(mm)Specimen after loading
4 times
the intended loadLight-duty test
3190
25psf
18.20
≦53.2
No failure
Medium-duty test
2591
50psf
12.78
≦43.2
No failure
Heavy-duty test
1829
75psf
4.05
≦30.5
No failure
One-person loading test
3190
250pounds
38.54
≦53.2
No failure
Two-person loading test
2591
500pounds
40.62
≦43.2
No failure
Three-person loading test
1829
750pounds
13.54
≦30.5
No failure
1). The standard has not determined the keeping time, the time of 1min is just for reference.
2). It is impossible to make sure the force is uniformly between span in the Light-duty test, Medium-duty test, and Heavy-duty test, so several stones were uniformly distributed between span and a place covered on the stone was used to simulate the force applying on the specimen is well-distributed.
3). It is difficult to make sure that the force is the same for 2 force location in Three-person test because the location is bending.
4). 1psf=4.8825 kg/m2Requirement
he platform shall not deflect more than1/60 of the span when loaded the intended load and shall be capable to support at least 4 times without failure. The maximum intended load applied or transmitted.
-
roperty
Common Specification
Applicable Standards
Thickness
3.6mm - 80mm
Sheet Size Width: 25mm - 1250mm, Length: Up to 6m
GLue type
Phenol-Formaldehyde Resin (PF) / Melamine Urea Formaldehyde
Resin (MUF) / Urea Formaldehyde Resin (UF)Wood species:
Radiata pine, Eucalyptus or other Mix hardwood
AS/NZS 4357, EN 717-1
Formaldehyde Level
E0, E1, E2， MR, WBP
AS/NZS 4357, EN 314, CE 636-2
Density
High Density: 750-850kg/m3 Medium Density: 500-600kg/m3
Resistance to Water
up to 72H of boiling water or as customer request
*Relevant and appropriate products requirement is available upon request
- description
- specification
- 下载文件外链
-
- Commodity name: LVL Scaffold plank
SGS tested Refer to OSHA standard 3900mmX230/225mmX40/38
Scaffolding board is Structural LVL (laminated veneer lumber) manufactured in accordance with OSHA Standard 29 CFR 1926.451 or AS/NZS 4357: 1995 is a strong lightweight laminated veneer lumber scaffold plank. The structural uniformity of LVL combined with our strict quality control of all processes of manufacturing ensures our plank is safe and reliable scaffold plank for construction, operation, maintenance and use of scaffolds used in the construction, alteration, demolition and maintenance of building and structures.
Specification
Size: 230mm/380mm/420mm X100/1600/2400/3000/3600/4200/4800/5400/6000mm
Thickness: 38/42mm
Density: 590-610kg/m3
Core：Eucalyptus, radiata pine, poplar or combi as requested.
Glue: WBP, Melamine, MR
Surface finish: un-sanded faces, raised edges and square-cut, painted sealed ends.
Quality: under the procedures of the VTT184/03 certificate and the EN 14374Applications
- Frame and truss application
- As lintels and beams
- An ideal alternative to solid lumber when used for high-load applications such as headers, beams, rails, rim boards, and edge-forming material
- Door component
- Cabinet components
- Furniture industry
- Structural framing for residential and commercial construction
- Pitched rafters
- Floors JoistsSGS test report according to OSHA standard 29 CFR 1962.451 and the actual test method is supplied by the applicant.
This test result is a sample of products as specimen LVL produced with Radiata pine 3900mmX230mmX40mm, 6 piecesTest result
Loading rate: 200N/s
Keeping time after loading: 1min
Precompact force: 100NTest item(s) Support
Span(mm)Intended load Deflection in perpendicular
direction after loading
the intended load(mm)Requirement of
deflection(mm)Specimen after loading
4 times
the intended loadLight-duty test
3190
25psf
18.20
≦53.2
No failure
Medium-duty test
2591
50psf
12.78
≦43.2
No failure
Heavy-duty test
1829
75psf
4.05
≦30.5
No failure
One-person loading test
3190
250pounds
38.54
≦53.2
No failure
Two-person loading test
2591
500pounds
40.62
≦43.2
No failure
Three-person loading test
1829
750pounds
13.54
≦30.5
No failure
1). The standard has not determined the keeping time, the time of 1min is just for reference.
2). It is impossible to make sure the force is uniformly between span in the Light-duty test, Medium-duty test, and Heavy-duty test, so several stones were uniformly distributed between span and a place covered on the stone was used to simulate the force applying on the specimen is well-distributed.
3). It is difficult to make sure that the force is the same for 2 force location in Three-person test because the location is bending.
4). 1psf=4.8825 kg/m2Requirement
he platform shall not deflect more than1/60 of the span when loaded the intended load and shall be capable to support at least 4 times without failure. The maximum intended load applied or transmitted.
-
roperty
Common Specification
Applicable Standards
Thickness
3.6mm - 80mm
Sheet Size Width: 25mm - 1250mm, Length: Up to 6m
GLue type
Phenol-Formaldehyde Resin (PF) / Melamine Urea Formaldehyde
Resin (MUF) / Urea Formaldehyde Resin (UF)Wood species:
Radiata pine, Eucalyptus or other Mix hardwood
AS/NZS 4357, EN 717-1
Formaldehyde Level
E0, E1, E2， MR, WBP
AS/NZS 4357, EN 314, CE 636-2
Density
High Density: 750-850kg/m3 Medium Density: 500-600kg/m3
Resistance to Water
up to 72H of boiling water or as customer request
*Relevant and appropriate products requirement is available upon request
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Add:Room 1503, International Inspiration Space, No. 25 Guanlu Yuannanli, Chaoyang Road, Chaoyang District, Beijing
E-mail:info@bestco-sourcing com
