Green Oak Structure

Unseasoned oak posts, beams and braces cut and jointed by a framing carpenter, raised and pegged on site. Worked green because the timber cuts more easily wet, then dries and moves in place.

Green Oak Structure

Carbon and evidence

How This Is Made

An Environmental Product Declaration is issued by a manufacturer against a declared unit. This record has neither, so it states sourced facts about process and provenance instead of a carbon figure.

No published figure held

Continuous English framing tradition; scribe and square-rule carpentry still in use

Process

Feedstock

Plant fibre

Unseasoned home-grown or European oak, converted from the log rather than laminated

Process heat

No heat

Binder

Mechanical

Fabrication

Workshop-made

Sourcing: UK to European, depending on the section sizes available

Who Builds It

Specialist trade

Limited UK availability

Cut in a framing yard, then raised on site. Detailing for shrinkage across the grain is the whole skill — the frame will move for years

End Of Life

Demountable

Pegged joints can be dismantled and the frame re-raised; historic frames have been moved and reused repeatedly

Maintenance: Left exposed and unfinished in most cases; movement and checking are expected, not repaired

Specification Risk

What a specifier has to resolve before this can be built.

Certification
Strength grading to BS EN 14081 is available but not universal on bespoke frames; confirm the grade
Fire
Combustible; charring rate design to Eurocode 5 is the normal route for exposed frames
Warranty
Carpenter workmanship warranty; no product warranty exists for a bespoke frame
Insurance
Not normally an issue where the frame is engineered and graded
Supply
A small trade with long lead times; large sections are the constraint

Read This Honestly

  • Green oak moves substantially as it dries. Junctions with glazing, plaster and services must be detailed for it.
  • No EPD applies to a bespoke cut frame. Generic sawn-hardwood figures exist but cover a different product and are not cited here.
  • Carbon stored in the timber is not netted against anything in this record.

Design & Specification Notes

Unseasoned oak posts, beams and braces cut and jointed by a framing carpenter, raised and pegged on site.

Typical Uses

  • Primary frame
  • Long-span elements
  • Load-bearing supports

Key Performance

High load-bearing capacity for primary frame.

Specification Actions

  • Provide FSC or PEFC chain-of-custody proof (and origin details if reclaimed).
  • Verify green oak is appropriately seasoned for application
  • Specify traditional joinery connections where possible

Indicative Health & Indoor Air

low Risk

Natural untreated material with excellent indoor air quality. No adhesives or chemical treatments.

Evidence:Reference data — process facts

Category baseline

No baseline established

No published figure for this category meets the declared unit, lifecycle modules and standard needed to sit alongside product declarations.

Searched and rejected. Published glulam figures disagree by roughly 46% (117.6 vs 172.18 kgCO2e/m³ A1–A3), and the lower one is itself derived from a per-kg factor via an assumed 420 kg/m³ softwood density rather than published per m³. CLT figures found were A1–A5 and net negative, mixing biogenic carbon into the scope. A baseline here needs a source that publishes per m³ at A1–A3 on a stated biogenic convention; none was found. All five products in this category declare per m³, so the unit is not the obstacle — the absence of a comparable published figure is.

Products in this category

5 products from 4 manufacturers. Ordered by the evidence each record holds, never by commercial standing.

Specification

Finish
Fresh-sawn structural oak, traditional joints
Service life
60 years

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