Forest canopy looking down

The Future
Doesn't Grow On Trees.

A new generation of structural panels,
engineered from rapidly renewable bamboo.

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Bamboo stalks (left) vs softwood forest (right)
4–6
YEARS
Bamboo growth cycle
20–30
YEARS
Softwood harvest cycle
VS
Rapidly renewable. Naturally advantaged.
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Bamboo strand macro

Engineered.
Not Harvested.

Precision strand technology
creates strength from nature.

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Resin distribution drum
OSB Glue System

Precision In
Every Strand.

Engineered resin distribution ensures uniform bonding from the inside out.

Uniform Coverage
Every strand, consistently coated.
Optimal Bonding
Resin penetration where it matters.
Durable Performance
Stronger panels, longer lasting.
OSB Forming Station

Designed For
Consistency.

Oriented layering. Engineered strength. Reliable performance.

Face Layer
Longitudinal strands for surface integrity.
Core Layer
Cross-oriented strands for dimensional stability.
Face Layer
Longitudinal strands for surface integrity.
Forming line
Continuous press

Built At
Industrial Scale.

Continuous press technology.
Consistent. Efficient. Precise.

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Performance

Numbers We Publish.

Three metrics. Third-party verified. No marketing multipliers.

0 MPa
Bending Strength
MOR — 18mm main axis
0 MPa
Modulus
MOE — bending stiffness
<0%
Thickness Swelling
24h water immersion
Bamboo OSB

Engineered
Into Structure.

Every strand aligned.
Every layer controlled.
Every panel consistent.

High Strength
Up to 55 MPa bend strength.
Dimensional Stability
Engineered for real-world performance.
Built To Last
Consistent quality. Long-term reliability.
BAMOSB panel
01 — STEP 01

Not Plywood.

Veneer over softwood. Constrained by tropical hardwood supply. 20–30 year rotation, with deforestation pressure on the source.

02 — STEP 02

Not Particleboard.

Uniform chips. Low structural integrity. Edge swelling under moisture. Not rated for load-bearing applications.

03 — STEP 03

Not Traditional OSB.

Wood-based. 20–30 year rotation. Heavier carbon footprint per m³. Weaker in the transverse axis.

04 — INTRODUCING

BAMOSB™

≥ 70 MPa MOR. ≥ 9 GPa MOE. 15 mm BAMOSB replaces 18 mm structural OSB at equivalent stiffness — with 2.5× bending strength.

05 — THE CATEGORY

A New Generation Of Structural Panels.

Not a product. A category. Engineered from rapidly renewable bamboo, built for the next century of construction.

Applications

Built For Real Projects.

BAMOSB interior application
01 / 04

Interiors.

Walls · Ceilings · Joinery

BAMOSB pavilion in bamboo forest
02 / 04

Pavilions.

Prefabricated pods · Light commercial structures

BAMOSB timber-frame modular construction
03 / 04

Modular.

Timber-frame housing · Sheathing · Roof deck

BAMOSB façade and cladding
04 / 04

Façade & Cladding.

Exterior sheathing · Coastal architecture

Benchmark

How BAMOSB Compares.

Independent third-party testing. OSB4 reference values per EN 300.

01 · Bending Strength (MOR)
Higher is better
BAMOSB
≥ 70 MPa
OSB4
28 MPa
02 · Modulus (MOE)
Higher is better
BAMOSB
≥ 9,000 MPa
OSB4
4,800 MPa
03 · Thickness Swelling
Lower is better
BAMOSB
< 6.5%
OSB4
< 12%
04 · Density
Higher is better
BAMOSB
800 kg/m³
OSB4
650 kg/m³
Engineering

More Strength.
Less Material.

A 15 mm BAMOSB panel can replace a conventional 18 mm structural OSB panel in many stiffness-governed applications while delivering over 130% higher bending strength.

15 = 18 mm
Stiffness-Governed Structural Equivalency
15 mm BAMOSB replaces 18 mm OSB/4 at equal stiffness · with 2.5× bending strength · 17% less material
+150%
Bending Strength
70 MPa vs 28 MPa · EN 300 MOR
+88%
Stiffness
9 GPa vs 4.8 GPa · EN 300 MOE
Same Structural Function
Equivalent stiffness with less material · engineering trade-off verified
Less Material
17% thinner profile · lower material volume per m²
Higher Capacity
2.5× bending strength · 1.8× stiffness · higher building potential

*Engineering calculation based on EN 300 OSB/4 minimum values (MOR ≥ 28 MPa, MOE ≥ 4,800 MPa, TS ≤ 12%, density 650 kg/m³) vs BAMOSB target specs (MOR ≥ 70 MPa, MOE ≥ 9 GPa, TS ≤ 6.5%, density 800 kg/m³). Third-party lab verification pending.

Factory interior with material handling gantry
Production

Industrial Scale
Execution.

80,000 m³/yr
Annual capacity
5–6 years
Bamboo rotation
0 U-F
Zero added urea-formaldehyde
Carbon −400 to −800 kg CO₂e / m³

Modeled cradle-to-gate scope. Third-party LCA verification pending.

Range derived from peer-reviewed bamboo structural studies (Correal & Ramírez 2018; van der Lugt 2006) and internal EPD-style models.

OEM supply model
Formulation & QC by BAMOSB. Production by audited partner network in China.

Build With
Bamboo.

Specification packages, sample requests, and engineering follow-up for architects, builders, and OEMs.