The Structure
Timber framing is the method of creating framed structures of heavy timber jointed together with various joints, but most commonly originally with lap jointing, and then later pegged mortise and tenon joints. Diagonal bracing is used to prevent “racking”, or movement of structural vertical beams or posts.
Originally, German (and other) master carpenters would peg the joints with allowance of approximately an inch (25 mm), enough room for the wood to move as it seasoned, then cut the pegs and drive the beam home fully into its socket.
To cope with variable sizes and shapes of hewn (by adze or axe) and sawn timbers, two main carpentry methods were employed: scribe carpentry and square rule carpentry.
Scribing was used throughout Europe, especially from the 12th century to the 19th century and subsequently imported to North America where it was common into the early 19th century. In a scribe frame, timber sockets are fashioned or “tailor-made” to fit their corresponding timbers; thus each timber piece must be numbered (or “scribed”).
Square-rule carpentry was developed in New England in the 18th century. It used housed joints in main timbers to allow for interchangeable braces and girts. Today, standardised timber sizing mean that timber framing can be incorporated into mass-production methods as per the joinery industry, especially where timber is cut by precision CNC machinery.
To finish the walls, the spaces between the timbers (in German called Fächer) were often infilled with wattle and daub, loam, brick, or rubble. Plastered faces on the exterior and interior were often “ceiled” with wainscoting for insulation and warmth.
This juxtaposition of exposed timbered beams and infilled spaces created the distinctive “half-timbered”, or occasionally termed “Tudor”, style.
The Timber
Historically, the timbers would have been hewn square using a felling axe and then surface-finished with a broadaxe. If required, smaller timbers were ripsawn from the hewn baulks using pitsaws or frame saws. Today it is more common for timbers to be bandsawn, and the timbers may sometimes be machine-planed on all four sides.
- The vertical timbers include
- posts (main supports at corners and other major uprights),
- Wall studs (subsidiary upright limbs in framed walls), for example, close studding.
- The horizontal timbers include
- sill-beams (also called ground-sills or sole-pieces, at the bottom of a wall into which posts and studs are fitted using tenons),
- noggin-pieces (the horizontal timbers forming the tops and bottoms of the frames of infill panels),
- wall-plates (at the top of timber-framed walls that support the trusses and joists of the roof).
When jettying, horizontal elements can include:
- the jetty bressummer (or breastsummer): the main sill (horizontal piece) on which the projecting wall above rests and which stretches across the whole width of the jetty wall. The bressummer is itself cantilevered forward, beyond the wall below it.
- the dragon-beam which runs diagonally from one corner to another, and supports the corner posts above and supported by the corner posts below.
- the jetty beams or joists which conform floor dimensions above but are at right angles to the jetty-plates that conform to the shorter dimensions of “roof” of the floor below. Jetty beams are morticed at 45° into the sides of the dragon beams. They are the main constituents of the cantilever system and determine how far the jetty projects
- the jetty-plates, designed to carry the jetty beams. The jetty plates themselves are supported by the corner posts of the recessed floor below.
- The sloping timbers include
- trusses (the slanting timbers forming the triangular framework at gables and roof),
- braces (slanting beams giving extra support between horizontal or vertical members of the timber frame),
- herringbone bracing (a decorative and supporting style of frame, usually at 45° to the upright and horizontal directions of the frame).
Modern Features
In the United States and Canada, timber-frame construction has been revived since the 1970s and is now experiencing a thriving renaissance of the ancient skills. This is largely due to practitioners like Kurt Hoeft, who studied old plans and techniques and revived a long-neglected technique. Once a handcrafted skill passed down, timber-frame construction has now been modernized with the help of modern industrial tools and techniques that have made for more affordable frames and shorter lead-times for projects.
Timber-framed structures differ from conventional wood-framed buildings in several ways. Timber framing uses fewer, larger wooden members, commonly timbers in the range of 15 to 30 cm (6″ to 12″), while common wood framing uses many more timbers with dimensions usually in the 5 to 25 cm (2″ to 10″) range. The methods of fastening the frame members also differ. In conventional framing, the members are joined using nails or other mechanical fasteners, whereas timber framing uses the traditional mortice and tenon or more complex joints that are usually fastened using only wooden pegs. Modern complex structures and timber trusses often incorporate steel joinery such as gusset plates, for both structural and architectural purposes.
Recently, it has become common practice to entirely surround the timber structure in manufactured panels, such as SIPs (Structural Insulated Panels). This method has benefits: the timbers can only be seen from inside the building, but is less complex to build and provides more efficient insulation. Structural Insulated Panels are commonly two rigid composite materials usually wood-based like OSB or plywood with a foamed insulation material innard, between either gluing billets as in EPS (Expanded Polystyrene) or formed in place with foaming polyurethane. Another advantage is less of a dependency on extraneous bracing and auxiliary members, minor joists and rafters, as the panels can span considerable distances and add greater rigidity to the basic timber frame.
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