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Case file 0217 · Commercial & facade · Hemel Hempstead

Aldwick Exchange.

A 1960s concrete telephone exchange, repairs on every elevation, a bus route outside and a deadline set by the weather. Nine lifts of designed scaffold, up in four days and struck in two.

Height
17.6 m
Lifts
09
Frontage
21.6 m
Erect
4 days
Standing
9 weeks
Inspections
09
The concrete exchange building wrapped in tube scaffold at dusk with one band of yellow light

/ THE BRIEF

Keep the pavement open.

The contractor needed every elevation reachable for concrete repair and re-coating, with a footway and a bus stop that could not close. We designed a loading-bay gantry over the pavement, boarded every lift and netted the lot against falling debris.

The frame went up in four days on a plan drawn the week before: bay lengths set to the window grid, ties placed to the structural engineer's drawing, a stair tower on the quiet elevation so nobody climbed a ladder with a bucket.

Close-up of a steel right-angle coupler clamped on two galvanised tubes
Fig. 2: 214 right-angle couplers per lift, each one torqued and marked.

/ ELEVATION A-A

The drawing we built from.

Nine bays at 2.4 m on the frontage, nine lifts at 2.0 m, braces alternating, loading gantry across the two eastern bays.

/ PROGRAMME

Four days up, one plan.

  1. DAY 1

    Set out

    Sole boards, base plates levelled to 2 mm, pavement protection down.

  2. DAY 2-3

    Frame and decks

    Standards, ledgers, transoms, boards. Gantry over the footway finished first.

  3. DAY 4

    Bracing, ties, netting

    Ties drilled to the engineer's schedule, fan-guard and debris netting fixed.

  4. DAY 4 PM

    Handover inspection

    Every coupler checked, tag signed and posted at the stair tower.

  5. WEEKS 1-9

    Weekly inspection

    Same competent person, same checklist, nine tagged entries in the register.

  6. WEEK 10

    Strike

    Two days. Dismantled lift by lift, tubes counted back onto the lorry, footway swept.

/ NEXT

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