CONTEMPORIST |
- Graticule House by David Jameson Architect
- The Dropit Hook by Asshoff & Brogård for Normann Copenhagen
- Cantilevered Glass Helical Staircase by Diapo
| Graticule House by David Jameson Architect Posted: 28 Nov 2011 04:01 PM PST Architect David Jameson designed the Graticule House in Great Falls, Virginia.
. Description from the architect:
Visit the David Jameson Architect website – here. Photography by Nic Lehoux . . |
| The Dropit Hook by Asshoff & Brogård for Normann Copenhagen Posted: 28 Nov 2011 07:28 AM PST Swedish design studio Asshoff & Brogård have designed a wooden, drop-shaped hook for
. Visit the Normann Copenhagen website – here. . . |
| Cantilevered Glass Helical Staircase by Diapo Posted: 28 Nov 2011 05:19 AM PST Diapo, a London-based staircase fabricator, have sent us some images of a cantilevered glass helical staircase they designed and built around a large aquarium earlier this year.
. Description The stair is fabricated from a single steel helical stringer with cantilevering glass treads and glass balustrade to stairs and landing. Steelwork - The stringer will be connected to the floor structure using a steel base plate and supported off steel CHS columns (columns by others) at 3 other locations with fabricated brackets. - The stringer will be a customised steel parallel flange channel (PFC) running around the outer edge of the stair with a plate infill welded into the open side and 'post-box' cut-outs to enable the glass treads to cantilever from the stringer towards the aquarium in the centre. Glass - The glass treads are to be wedge shaped heat soaked toughened laminated glass 40mm thick with structural sentry interlayer. - The glass treads will be inserted through the stringer from the outside edge of the stair and held in place using high modulus silicon and nylon packers. - The landing glass will be supported off the PFC stringer in a similar manner to the treads. - The glass balustrade is to be heat soaked toughened laminated glass 15mm thick clamped between the stringer and a fascia plate. Structural feasibility - The design loads will be taken as 1.5kN/m2 floor load for a residential building and 0.36kN/m run balustrade loading taken in accordance with BS6399:pt 1. - The target frequency of the stair will be 7Hz with 25% live load taken as participant mass. – This means that the stair will exhibit mild perceptible vibrations when trafficked energetically, which is normal for a stair of this type. - It is assumed that the supporting structure has been designed with adequate stiffness and strength to support the proposed stair. . . |
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