Aluminium Beam & Clamps for RCC Beam Formwork / Slab Formwork

Aluminium Beams

Aluminium Beams have many advantages over M.S Beams / Sq. Tubes/ H-20 Beams. These Beams are made from a high-grade structural alloy which has greater strength than any other material. It is very quick to use being light in weight. They are more efficient as the “T” bolt attachment helps in fast alignment. The provision of the wood insert allows for nailing or screwing down plywood decking and making these beams more versatile to use over all these beams are more economical and safe as compared to other alternatives.

Advantages

  • Improved productivity
  • Environmental protection and energy saving
  • Minimum labor required
  • Reduces construction cycle time
  • Most versatile systems
  • Less wastage of plywood
  • Very high resale value( scrap value)

Advantages

  • Improved productivity
  • Environmental protection and energy saving
  • Minimum labor required
  • Reduces construction cycle time
  • Most versatile systems
  • Less wastage of plywood
  • Very high resale value( scrap value)

These Beams can be used in shuttering of RCC Beams/Slab Decking. These aluminium Beams can be used along with some standard shoring material.
For RCC Slab : Adjustable props/Swivel coupler / Tripod/U-head/’T Bolt Assembly
For RCC Beams : Adjustable Props/Beams Clamps

Adjustable Props

Size : 2+2/2+3
Weight : 18/21 kg

Swivel Coupler

Used for bracing of Props using pipes for heights more than 3m
Weight : 0.8 kg

Forway Head

Used to support at the junction of Beams

AL 120 Beam

Area : 9.20 cm2
Weight : 2.45 kg/m2

Tripod

Used for support of props
Weight : 11.0 kg

Used for locking of Beams and also Props / U head

Beam Clamp

Used for clamping Beam side panels

AL 140 Beam

Area : 12.90 cm
Weight : 3.483 kg/m

IMP Note : Our design team shall work on all load calculations as per your RCC drawings and suggest the spacing of Aluminium Beams (Ledger & Joist) for Slab Spacing Tabulation

Spacing Tabulation (For 140 H-beam)

SLAB THICKNESS (mm)/strong> IMPOSED LOAD (Kpa) JOIST SPACING (mm) LEDGER SPACING (mm) PROPS SPACING (mm)
100 9.47 610 2000 2400
150 11.15 488 2000 1350
180 12.16 488 2000 1300
200 12.83 488 2000 1250
250 14.51 488 2000 1200
280 15.52 488 1800 1150
300 16.19 406 1800 1100
350 17.87 406 1800 1000
400 19.55 406 1600 1000
  • Imposed Load is 1.4 DL + 1.7 LL, where LL is 50 Psf + 25 Psf Impact load
  • The suggested ledger and props spacing may vary depending on the length of Josit and floor height
  • Floor height considered in this analysis is 3.6 meters and length of Joist is 3.9 to 4.5 meters

Transverse Section

Longitudinal Section

We supply our products in Pune, Kolhapur, Mumbai, Navi Mumbai, Nagpur, Nashik, Aurangabad, Sangli, Satara, Jalgaon, Karad and various nearby cities of Goa and Karnataka.

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