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Dickabram Bridge Aluminium Scaffold System

How Proscaf Aluminium Reduced Scaffold Load at Dickabram Bridge https://www.proscaf.com/wp-content/uploads/sites/6/2026/08/Proscaf-DickaBram-Bridge.mp4 A hung scaffold had to reach from the bridge truss to the Mary River without exceeding a tight load allowance. Proscaf Aluminium and SmartBeam gave the project team a lighter, buildable access method for pier remediation and recoating.   The bridge could not carry a conventional scaffold load Building access down a bridge pier depends on what the existing structure can carry. At Dickabram Bridge, the scaffold design had to provide several working levels while keeping the scaffold dead load within the bridge allowance.  RoadTek engaged Brisbane Scaffold Hire for the remediation scope. Early concepts used steel Proscaf, but the design loads remained too high. Working levels were progressively reduced, yet the steel arrangement still did not meet the required limit.  The access requirement remained. Crews needed a hung scaffold from the bridge truss down to the waterline. The lower working levels also had to follow the changing diameter of the steel piers. The material and support method had to change without removing the access needed to complete the work.    Project context: remediation on a heritage-listed bridge  Dickabram Bridge crosses the Mary River between Miva and Theebine in Queensland’s Gympie Region. Completed in 1886 and heritage-listed, it is one of Australia’s few surviving combined road-and-rail bridges.  Brisbane Scaffold Hire has worked alongside RoadTek on different stages of access at the bridge for about a decade. Earlier work included access and temporary support around the timber approach piers as old timber was removed and replacement sections were installed.  This phase focused on the central steel spans. It called for Brisbane Scaffold Hire’s most complex access arrangement on the bridge to date, suspended from the truss structure and built down the piers towards the river.  The pier geometry had to be measured from the site  The design team could not rely on a uniform pier profile.

Proscaf Cantilevered Scaffolds

Proscaf in Action: Building Complex Access Structures Complex construction sites demand more than standard scaffold arrangements. Across seven practical demonstrations, Proscaf shows how a modular system can be configured into walkway gantries, multi-storey cantilevered scaffolds, large decks and other engineered temporary works structures.  https://www.youtube.com/watch?v=lXncjSJUSRo See Proscaf in action Explore seven practical demonstrations of Proscaf used for gantries, cantilevered scaffolds, spurring and large elevated decks.  contact proscaf THE SHORT ANSWER  The videos show how Proscaf can be configured for complex access requirements, including internal walkway gantries,  multi-storey cantilevered scaffolds, large decks and the bracing methods that help make these structures possible.  What the Proscaf videos show about complex access  Construction sites rarely provide perfect conditions for scaffolding. Ground space may be limited, building geometry may be irregular, access routes may need to remain open and work may need to continue around the structure. In these situations, the scaffold needs to be designed around the project rather than forced into a standard arrangement.  Proscaf’s modular approach gives scaffold professionals a way to create practical access structures from compatible system components. The system is available in steel and aluminium options, with positive locking rosette connections, high-capacity braces and dedicated engineering support for complex applications.  The videos in this article show that flexibility in practice: from a protected internal walkway gantry to a nine-storey cantilevered scaffold, from the principles of spurring to large cantilevered decks delivered with Builtrite. A system built around the site constraints  When a scaffold must extend beyond its supporting footprint, reach multiple levels or provide access through a restricted work area, the design needs to account for more than height alone. The structure, load path, bracing, installation sequence, lifting method and surrounding work interfaces all form part of the solution.  Access geometry: Work around façades, internal structures, bridges, decks and other irregular project conditions.  Limited ground support: Create access where the footprint below the work area is restricted or cannot be occupied.  Installation sequence: Plan progressive

Just Tube Public Access Ramp with Proscaf

Proscaf Public Access Ramp Installed by Just Tube A canal sat between pedestrian traffic and an ongoing construction site. Construction works changed the normal route, so foot traffic had to be redirected from one side of the canal to the other. The site needed a temporary access method that could keep pedestrians moving without sending them through the construction interface. Proscaf’s engineering supplied the Proscaf ramp and bridge system design. Just Tube Scaffolding installed it on site. The final layout used a ramp on either side of the canal, connected by a bridge section. This created one continuous public access route across the obstruction. The bridge section was built on the ground and lifted into position. That method reduced install exposure and meant personnel did not need to enter the canal during the works. Project Context The project required a temporary pedestrian access route across a canal. Pedestrians needed to move from one side of the site to amenities on the opposite side. Construction works affected the existing route, so the project team needed a controlled way to redirect foot traffic. Proscaf supplied the gear and temporary works engineering support. Just Tube Scaffolding completed the installation. The access system included two ramps and a bridge section to take pedestrians across the canal and around the construction interface. The Challenge Pedestrian movement had to continue while construction works changed the site layout. Crossing the canal was the direct option, but the install method had to be controlled. Building over a canal can push crews toward exposed work or work from inside the waterway. The project team needed a method that reduced that exposure. The site requirements were clear: Redirect pedestrians from one side of the canal to the other. Provide ramp access on both sides. Connect the ramps with a bridge section. Keep the route away from