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Defence · Shelters and enclosures

Aluminium Profiles for Military Shelters

Rigid-wall military shelters are built from aluminium-skinned sandwich panels held together by an extruded aluminium frame. Nine profile families do most of the work: door frames, window frames, roof and floor beams, side beams, outer edge trims, aperture frames, small access-door frames and custom fittings. This page explains what each profile does, which alloys and tempers suit it, and what to specify when you order. Metline supplies shelter extrusions to drawing for shelter builders worldwide.

Assorted extruded aluminium frame sections of the kind used to build military shelters
Profile families
9 frame and fitting types
Alloys
6061 · 6063 · 6082 · 6005A
Tempers
T5, T6
Standards
EN 755 · ASTM B221 · ASTM E1976
Overview

How a military shelter is built

A typical rigid-wall tactical shelter is a box about the size of an ISO 20 ft or 10 ft container, made of sandwich panels with aluminium skins and a honeycomb or foam core. Extruded aluminium sections are bonded or welded round every panel edge, joined at the corners and fitted with doors, hatches and cable entry plates.

The frame gives the panels their edge strength, carries lifting and stacking loads to the corner fittings, and seals the joints against rain, sand and electromagnetic leakage. Because the shelter is often carried on a truck, lifted by helicopter or shipped as an ISO container, every kilogram counts, which is why aluminium extrusions are used rather than steel sections.

ASTM E1976 describes a common non-expandable shelter of this type: aluminium-faced honeycomb panels framed with bonded aluminium extrusions, with lifting, stacking and racking loads taken from ISO 1496-1. Expandable shelters add hinged or sliding wall sections, which call for additional hinge, seal and guide profiles.

Profile families

The nine main shelter profiles

No.ProfileFunctionTypical alloy and temper
1Main door frame (type A)Frames the personnel door; carries hinges, locks and the door seal6061-T6 or 6082-T6
2Main door frame (type B)Lighter alternative section with a wider sealing flange6061-T6 or 6063-T6
3Window frameHolds glazing or blackout panels and their gaskets6063-T5 or T6
4Roof and floor beamEdge members that carry roof snow loads, floor equipment loads and racking6061-T6 or 6082-T6
5Side beamVertical and horizontal wall edge members joining wall panels to roof and floor6061-T6 or 6005A-T6
6Outer edge trimCloses and protects the external panel joints; forms a drip edge6063-T5
7Aperture frameFrames openings for air-conditioning units, cable entry panels and vents6063-T6 or 6061-T6
8Small door frameFrames service hatches and equipment access doors6063-T6
9Custom fittingsFlat bars, angles, channels and special sections for brackets, rails and racks6061-T6, 6063-T5

Example section sizes taken from typical shelter designs are shown below. They illustrate the scale of the profiles; actual dimensions always follow the customer drawing.

Sectiona (mm)b (mm)c (mm)d (mm)
Door frame, type A504033.5
Door frame, type B704022
Window frame50382—
Beam, light38382—
Beam, heavy40403—
Flat fitting bar255——
Flat fitting bar, small204——
Materials

Choosing the alloy and temper

Alloy and temperTypical tensile / yield (MPa)StrengthsBest for
6063-T5≈ 185 / 145Excellent extrudability and surface finish; complex thin sectionsTrims, window frames, aperture frames
6063-T6≈ 240 / 215Higher strength while keeping good finishSmall door frames, light frames
6061-T6≈ 310 / 275High strength, good toughness, weldableDoor frames, beams, corner members
6082-T6≈ 310 / 260 (EN 755-2 min. about 290 / 250 for thin walls)Strong structural alloy, common under EN standardsBeams, side members, load-bearing frames
6005A-T6≈ 285 / 240Good strength with better extrudability than 6082Larger hollow side beams

Typical values; design to the minimums of EN 755-2 or ASTM B221 for the wall thickness and temper ordered.

Engineering

Design points for shelter profiles

Bonding to panels

Frame profiles bonded to sandwich skins need clean, pretreated surfaces and a bonding flange wide enough for the adhesive. Specify the pretreatment (for example a chromate-free conversion coat) so the bond survives humidity cycling.

EMI shielding

Shielded shelters rely on continuous metal-to-metal contact at every joint. Profiles need flat, conductive gasket seats and a compatible surface finish; anodising insulates, so contact faces are usually left conductive or conversion coated.

Sealing

Door and window profiles carry gasket grooves sized to the chosen seal. Tolerances on groove width and depth matter more than overall size, so mark them as critical on the drawing.

Corner loads

Lifting, stacking and racking loads pass through the frame to the corner fittings. Beams and side members near the corners are usually 6061-T6 or 6082-T6 with heavier walls.

Galvanic corrosion

Steel corner castings and fasteners must be isolated from the aluminium frame with sealants, washers or coatings, particularly for coastal and shipborne use.

Environment

Shelters are typically qualified for heat, cold, rain, sand, salt fog and vibration under MIL-STD-810 methods. Profile finish and sealing details should be chosen with these tests in mind.

Supply range

Supply range, finishing and inspection

Shelter profile supply

Section types
Solid, semi-hollow and hollow profiles to drawing; standard angles, channels and flat bars
Lengths
Mill lengths, typically up to about 6 m, or cut to exact length
Tolerances
EN 755-9 or ANSI H35.2 standard tolerances; tighter on agreed critical dimensions
Finishes
Mill finish, conversion coating, anodising, powder coating or primer ready for paint
Processing
Cutting, mitring, drilling, punching and CNC machining on request
Inspection
First-article dimensional report, mechanical tests per lot, EN 10204 3.1 certificate

New sections need an extrusion die. Send the drawing early so the section can be reviewed for extrudability (wall thickness ratios, tongue ratios and sharp corners) before the die is cut. Small design changes at this stage often cut cost and improve straightness.

Sources

References and standards

  1. ASTM E1976 – Standard Specification for Shelter, Tactical, Nonexpandable
  2. ISO 1496-1 – Series 1 freight containers: specification and testing
  3. EN 755-2 – Aluminium extruded rod, tube and profiles: mechanical properties
  4. ASTM B221 – Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles and Tubes
  5. MIL-STD-810 – Environmental Engineering Considerations and Laboratory Tests
FAQ

Military shelter aluminium profiles: frequently asked questions

Which aluminium alloy is best for military shelter frames?

6061-T6 or 6082-T6 for load-bearing beams, door frames and corner members; 6063-T5 or T6 for trims, window frames and other complex, lighter sections where finish and extrudability matter.

Can you make profiles to our existing shelter drawings?

Yes. Profiles are extruded to your drawing. Send the section, alloy, temper and critical dimensions; new sections need a die, which we review for extrudability before production.

What finish should shelter profiles have?

It depends on the joint. Bonded and EMI contact faces are usually conversion coated or left bare; exposed trims are anodised, powder coated or primed for the shelter paint system.

Are shelter profiles welded or bonded?

Both. Many rigid-wall shelters bond the extrusions to the panel skins and weld or rivet the frame corners. 6061, 6082 and 6063 all weld with ER4043 or ER5356 filler, with some strength loss in the heat-affected zone.

What length can profiles be supplied in?

Profiles are usually supplied in mill lengths up to about 6 m, or cut to exact length, mitred and drilled to drawing.

Building military shelters?

Send your profile drawings, alloys, lengths and quantities. Our team will reply with a section review and quotation.