Scaffolding Foundations

Often scaffold frameworks will require more than simple base plates to safely carry and spread the load and only on concrete or similar hard surfaces could one do without. Base plates are necessary for surfaces like pavements or tarmac. For heavier duty scaffold much more substantial baulks set in concrete can be required. For softer or more doubtful surfaces sole boards must be used, beneath a single standard a sole board should be at least 1,000 cm² with no dimension less than 220 mm.

 

A working platform requires certain other elements to be safe. They must be close-boarded, have double guard rails and toe and stop boards. Safe and secure access must also be provided.

Scaffolding Ties

Scaffolds are rarely independent structures. Ties are generally fixed to the adjacent building / fabric / steelwork to provide stability for the structure.

 

General practice is to attach a tie every 4m on alternate lifts (traditional scaffolding). Prefabricated System scaffolds, however, require structural connections at all frames – ie. 2-3m centres.  The ties are coupled to the scaffold as close to the junction of standard and ledger (node point) as possible. Due to recent regulation changes, scaffolding ties must support +/- loads (tie/butt loads) and lateral (shear) loads.

 

Due to the different nature of structures there are a variety of different ties to cover all potential eventualities.

 

Through ties are put through structure openings such as doors and windows. A vertical inside tube crossing the opening is attached to the scaffold by a transom and a crossing horizontal tube on the outside called a bridle tube. The gaps between the tubes and the structure surfaces are packed or wedged with timber sections to ensure a solid fit.

 

Scaffold Anchor Tie

Scaffold Anchor Tie

Box ties are used to attach the scaffold to suitable pillars or comparable features. Two additional transoms are put across from the lift on each side of the feature and are joined on both sides with shorter tubes called tie tubes. When a complete box tie is impossible a l-shaped lip tie can be used to hook the scaffold to the structure, to limit inward movement an additional transom, a butt transom, is place hard against the outside face of the structure.

 

Sometimes it is possible to use anchor ties (also called bolt ties), these are ties fitted into holes drilled in the structure. A common type is a ring bolt with an expanding wedge which is then tied to a node point.

 

Scaffolding Reveal Tie

Scaffolding Reveal Tie

The least ‘invasive’ tie is a scaffolding reveal tie which use an opening in the structure but use a tube wedged horizontally in the opening. The reveal tube is usually held in place by a reveal screw pin and protective packing at either end. A transom tie tube links the reveal tube to the scaffold. As reveal ties rely wholly on friction and require regular checking they are not well regarded so it is not recommended that more than half of all ties be reveal ties.

 

Raker

Raker

Rakers are used if it is not possible to use a safe number of scaffolding ties. These are single tubes attached to a ledger extending out from the scaffold at an angle of less than 75° and securely founded. A transom at the base then completes a triangle back to the base of the main scaffold.

Scaffolding Poles

The main elements of a scaffold are poles called scaffolding standards, scaffolding ledgers and scaffolding transoms.

 

Scaffolding Standards, also called uprights, are the vertical tubes that transfer the entire mass of the structure to the ground where they rest on a square scaffolding base plate to spread the load. At the centre of the base plate is a shank to hold the tube which is sometimes pinned to a scaffolding sole board to help distribute the weight.

 

 Scaffolding Ledgers are horizontal tubes which connect between the standards stabilising the structure.

 

Transom

Transom

 Scaffolding Transoms rest upon the ledgers at right angles forming a much more rigid structure. Main scaffolding transoms are placed next to the standards, they hold the standards in place and provide support for boards; intermediate scaffolding transoms are those placed between the main scaffolding transoms to provide extra support for scaffolding boards.

 

Cross Braces

Cross Braces

Scaffolding cross braces are a further brace fitted to the scaffolding standards to increase rigidity, these are placed diagonally from ledger to ledger. If the scaffolding braces are fitted to the scaffolding ledgers they are called gin wheels. To limit sway a facade brace is fitted to the face of the scaffold every 30 metres or so at an angle of 35°-55° running right from the base to the top of the scaffold and fixed at every level.

 

 Right-angle couplers join ledgers or transoms to standards, putlog or single couplers join board bearing transoms to ledgers – Non-board bearing transoms should be fixed using a right-angle coupler. To connect tubes at any other angle scaffolding swivel couplers are used. The actual joints are staggered to avoid occurring at the same level in neighbouring standards.

 

The spacing of the basic elements in the scaffold is fairly standard. For a general purpose scaffold the maximum bay length is 2.1 m, for heavier work, where the structure has to carry a greater load, the bay size is reduced to 2 or even 1.8 m while for inspection a bay width of up to 2.7 m is allowed.

 

Transom spacing is determined by the thickness of the boards supported, 38 mm boards require a transom spacing of no more than 1.2 m while a 50 mm board can stand a transom spacing of 2.6 m and 63 mm boards can have a maximum span of 3.25 m. The minimum overhang for all boards is 50 mm and the maximum overhang is no more than 4x the thickness of the board.

How Scaffolding works

The main elements of a scaffold are poles called scaffolding standards, scaffolding ledgers and scaffolding transoms.

 

Scaffolding Standards

Scaffolding Standards

 

Scaffolding Standards, also called uprights, are the vertical tubes that transfer the entire mass of the structure to the ground where they rest on a square scaffolding base plate to spread the load. At the centre of the base plate is a shank to hold the tube which is sometimes pinned to a scaffolding sole board to help distribute the weight.

 

Ledgers are horizontal tubes which connect between the standards stabilising the structure.

 

 

Scaffolding Transom

Scaffolding Transom

 

 Transoms rest upon the ledgers at right angles forming a much more rigid structure. Main scaffolding transoms are placed next to the standards, they hold the standards in place and provide support for boards; intermediate scaffolding transoms are those placed between the main scaffolding transoms to provide extra support for scaffolding boards.

 

 

Scaffolding Cross Braces

Scaffolding Cross Braces

 

Scaffolding cross braces are a further brace fitted to the scaffolding standards to increase rigidity, these are placed diagonally from ledger to ledger. If the scaffolding braces are fitted to the scaffolding ledgers they are called gin wheels. To limit sway a facade brace is fitted to the face of the scaffold every 30 metres or so at an angle of 35°-55° running right from the base to the top of the scaffold and fixed at every level.

 

Right angle coupler

Right angle coupler

 

Right-angle couplers join ledgers or transoms to standards, putlog or single couplers join board bearing transoms to ledgers – Non-board bearing transoms should be fixed using a right-angle coupler. To connect tubes at any other angle scaffolding swivel couplers are used. The actual joints are staggered to avoid occurring at the same level in neighbouring standards.

 

The spacing of the basic elements in the scaffold is fairly standard. For a general purpose scaffold the maximum bay length is 2.1 m, for heavier work, where the structure has to carry a greater load, the bay size is reduced to 2 or even 1.8 m while for inspection a bay width of up to 2.7 m is allowed.

 

Transom spacing is determined by the thickness of the boards supported, 38 mm boards require a transom spacing of no more than 1.2 m while a 50 mm board can stand a transom spacing of 2.6 m and 63 mm boards can have a maximum span of 3.25 m. The minimum overhang for all boards is 50 mm and the maximum overhang is no more than 4x the thickness of the board.