Ancon ESDQ-L20 Lockable Dowel

DSD shear load connectors

Guidance for specification option:

• Two-part, double dowel connector.
• Will accommodate longitudinal movement.
• Has design capacities from 20 kN to over 950 kN.
• Use where joint widths are up to 60 mm wide.

DSDQ shear load connectors

Guidance for specification option:

• Two-part, double dowel connector.
• Will accommodate longitudinal and lateral movement.
• Has design capacities from 30 kN to over 950 kN.
• Use where joint widths are up to 60 mm wide.

E-HLD shear load connectors

Guidance for specification option:

• Single dowel connector.
• Has design capabilities from 19 kN to over 302 kN.
• Used for joining new concrete slabs to existing concrete walls in basement construction.
• Use where joint widths are up to 60 mm wide.

ESD shear load connectors

Guidance for specification option:

• Single dowel connector.
• Will accommodate longitudinal movement
• Has design capacities from 19 kN to over 75 kN.
• Used where joint widths are up to 40 mm wide.

ESDQ shear load connectors

Guidance for specification option:

• Single dowel connector.
• Will accommodate longitudinal and lateral movement.
• Has design capacities from 10 kN to over 25 kN.
• Use where joint widths are up to 40 mm.

ED shear load connectors

Guidance for specification option:

• Single dowel connector.
• Will accommodate longitudinal movement.
• Has design capacities from 19 kN to over 75 kN.
• Use where joint widths are up to 40 mm wide.

Multi Joint

Guidance for specification option:

MultiJoint is an all-in-one solution to load transfer, concrete contraction, armoured edge protection and formwork. It is ideal for use in factories, warehouses, distribution centres and other applications where floor slabs are subject to high loads and wheeled traffic. Its use can minimise slab depth, saving time and materials, and prevent uneven vertical settlement between slabs.

Staisil acoustic dowel

Guidance for specification option:

• Single dowel connector.
• For the transfer of shear and limitation of sound transmission across movement joints in concrete structures.
• A reduction of 20 dB can be achieved in the 100–3150 Hz frequency range.