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H20 TIMBER BEAM

6.5~8.5 USD
Min. Order: 4500 Meter
Payment Terms: L/C, T/T
Supply Ability: 100,000meters per month
Place of Origin: Beijing

Company Profile

Product Detail

Model No.: HM-H20
Brand Name: HUA MEI
Average Weight: 4.6kg/m
Standard Length: 2.45m,2.65m,3.30m,3.60m,4.50m,4.90m,5.9m
Perm. Shear Force: 11.2kn
Perm. Bending Moment: 5.0kn*m
Perm. Deflection: 1/500
Production Capacity: 100,000meters per month
Packing: standard export pallet
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Product Description

H20 timber beam is used for concrete formwork construction. H20 timber beam widely applied in slab formwork system, wall formwork system, column formwork system, timber structures, and other temporary bearing structures.


Characteristics:
A)Solid flange: Sawed-Pine or Spruce imported from Finland ,High quality spruce; High stability
B)Web: Birch or poplar or larch plywood; High durability; High load bearing capacity
C) Treated by KONY BOND glue exterior used weather & water-proof
D) Beam ends sealed: Protect from moisture and UV; Reduce damage; Increase service life
E) With high standardization, universal property, fast operation.
F) High stiffness, light weight, strong load-carrying capability.
G) Low cost, recycle resource.
 
Technical Information:
Standard Size
200mm(height)*80mm(width)*40mm(flange thickness)* 27mm(web thickness)
Standard Length (M)
2.45,2.65,2.90,3.30,3.60,3.90,4.50,4.90,5.90
Other beam lengths or web thickness upon request
Average Weight
4.6kg/m
Bending moment
max.5 KN/m
Cutting action
max 11.2KN
Bending
max 1/500
Live load
max 1.5 KN/m2
Moisture content
12%-14%
Beijing HuaMei World Trade Technology Development Co., Ltd. is one of biggest H20 Formwork timber beams producers in mainland China. All high quality row materials are imported from Finland, and this ensuresHM-H20products have high stiffness, light weight, strong load-carrying and waterproof capability; Low cost, high durability; HM-H20 timber beams are suitable for various structures concrete casting worldwide and also easy to connect with other formwork series system.
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