LOFT CONVERSION

Abstract

In carrying out a loft conversion some way has to be found of reinforcing the triangular timber roof trusses so that the internal bracing can be removed, to make the space. In the invention this is done by fixing C-sections to the outline of the triangular trusses, preferably sandwiching the timber frame. For the C-sections to overlap at the corners, part of one flange, e.g., the upper flange of the horizontal beam, is removed, and then the beams are bolted onto the frame. The process can be carried out with minimal disruption to the roof as no transverse (longitudinal) reinforcement is needed. A dormer process can also be included, making use of a versatile reinforcement plate.

Claims

1. A timber framework for a roof, reinforced by C-section metal beams fixed to one or both sides of the framework.

2. A timber framework according to claim 1, in which the framework is generally triangular.

3. A timber framework according to claim 2, in which the framework has one side of the triangle missing and a frame for a dormer inserted.

4. A timber framework according to claim 1, in which the metal beams follow the outline of the framework, but optionally are deeper, as seen in the plane of the framework.

5. A timber framework according to claim 1, in which the fixing includes bolts passing through the framework.

6. A timber framework according to claim 1, in which at at least one of the corners of the framework the C-sections overlap and at least one C-section flange is locally removed to allow contact between the overlapping portions.

7. A timber framework according to claim 1, in which, at at least one of the corners of the framework, the C-sections are joined together by a hinge piece which has two legs engaging with the respective C-sections.

8. A timber framework according to claim 1, in which, at at least one of the corners, the C-sections that meet there have end caps with inclined or rounded surfaces so that the end caps abut and can be bolted together.

9. A timber framework according to claim 1, including a dormer part, the upper, obtuse, joint of which is additionally reinforced by a plate on at least one side, the plate having an upstanding reinforcing flange forming a diagonal in the obtuse joint region.

10. A roof structure comprising reinforced timber frameworks, at least one of the reinforced timber frameworks reinforced by C-section metal beams fixed to one or both sides of the framework.

11. A roof structure according to claim 10, in which the framework is generally triangular.

12. A roof structure according to claim 11, in which the framework has one side of the triangle missing and a frame for a dormer inserted.

13. A roof structure according to claim 10, in which the metal beams follow the outline of the framework, but optionally are deeper, as seen in the plane of the framework.

14. A roof structure according to claim 10, in which the fixing includes bolts passing through the framework.

15. A roof structure according to claim 10, in which at at least one of the corners of the framework the C-sections overlap and at least one C-section flange is locally removed to allow contact between the overlapping portions.

16. A roof structure according to claim 10, in which, at at least one of the corners of the framework, the C-sections are joined together by a hinge piece which has two legs engaging with the respective C-sections.

17. A roof structure according to claim 10, in which, at at least one of the corners, the C-sections that meet there have end caps with inclined or rounded surfaces so that the end caps abut and can be bolted together.

18. A roof framework including a dormer window framework with an apex corner reinforced by a plate for the inner apex corner of a dormer framework, the plate having a central part with two arms extending at an obtuse angle, means to attach the plate to the said apex corner, and an upstanding flange to the inward (obtuse-angled) side of the central part, serving to reinforce the plate and to afford a surface for later application of finishing when the dormer is complete.

19. A roof framework according to claim 18, in which the apex corner is reinforced on each side by such a plate.

20. A roof framework according to claim 18, in which the or each plate is fixed to the framework by screws.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0017] For a better understanding of the invention, embodiments will now be described by way of example with reference to the attached drawings, in which:

[0018] FIG. 1 is a view of a standard timber roof truss;

[0019] FIG. 2 is a cross-section of the kind of reinforcement used in embodiments of the invention;

[0020] FIG. 3 shows a detail of a corner reinforcement in accordance with the invention;

[0021] FIG. 4 shows an apex reinforcement;

[0022] FIG. 5 shows a variant where a dormer window is to be included in the conversion;

[0023] FIG. 6 is a detail of the reinforcement plate used in FIG. 5;

[0024] FIG. 7 is an alternative embodiment of a joint between two C-sections, using a custom component;

[0025] FIG. 8 shows the embodiment of FIG. 7 in situ on a complete truss; and

[0026] FIG. 9 shows a method of constructing a roof conversion with a dormer in accordance with the invention.

DETAILED DESCRIPTION

[0027] As shown in FIG. 1, a standard (“Fink”) roof truss 1 is a planar framework, generally (isosceles) triangular in outline, resting on the long side, with two usually equal shorter sides 5a, 5b, extending at an angle of about 40° to the base 3. Since the timber for a typical domestic roof is only about 3×1″ (76×25 mm) in section it needs reinforcement in the form of a W-shaped integral stiffening 7, in order to support the roof. Such trusses rest on the house walls and are spaced longitudinally (perpendicular to the page) at intervals of 600 mm.

[0028] FIG. 1 also shows in dashed lines how the sides 5 would need to be supported if the W-reinforcement were to be removed for a loft conversion.

[0029] In embodiments of the invention such a vertical intermediate support or pillar is not needed, though it can also be present since the corner space is not generally used. Instead the outer triangular frame itself is reinforced with steel sections, generally speaking C-sections, as shown in FIG. 2. These sections follow the triangular outline of the truss and so reinforce it all round, or at least round the remaining parts of the outline, if some is removed e.g. for a dormer window. The “back” or straight part of the C-section lies against the timber, the concave part facing outward.

[0030] Preferably two such sections 23, 25 are bolted to the frame part (here the base 3 is shown), back to back on either side of the truss and held together by a set of bolts 32 to sandwich the timber. The sections may, as here, be somewhat taller (i.e. deeper, in the plane of the truss) than the timber itself.

[0031] FIG. 2 also shows a section though another metal plate between the timber and the horizontal beam; this is the similar C-section reinforcement 33a of the inclined frame part 5a, as shown in FIG. 3. For the frame to be sufficiently stiff it is important for the reinforcements to overlap at the corners. Since the C-sections would otherwise interfere with each other, a cut-out 24 is made in the top flange (the inner flange, with respect to the acute joint angle) of the horizontal beam 23 to accommodate the end of the inclined beam 33a, so that the beams lie flush against each other; similarly on the other side (not shown), where a recess is made by cutting away the end, perhaps the last 15-20 cm, of the top flange of the beam 25, into which recess the inclined beam 35a fits. It can also be seen that the ends of the beams are inclined to match the overall shape of the truss (or roof).

[0032] FIG. 4 shows how the two side supports of a truss are joined at the apex. This joint is made using fitted ends 39 that close off the open ends of the C-channels and are curved or faceted so that they have surfaces that meet for a wide range of relative angles of the two beams 33a, 33b. At the point of meeting the two beams are fastened together by a bolt 45, a very simple operation. Such designs have been used before for new steel roof constructions, as in GB 2449832, but not, to the applicant's knowledge, for reinforcement.

[0033] The resulting truss is thus reinforced along its entire outer triangular outline by steel sandwiching it on both sides, and the W-bracing can be removed, allowing the roof space to be exploited. A stud wall can be built up as shown by the dotted lines in FIG. 1, but it is not needed for support purposes. The trusses at the ends, or at least at the partition-wall end of a semi-detached house, may not be accessible from the far side, so such a truss may be reinforced only on one side by C-beams. Indeed, this is generally the case, but usually a sandwich is better.

[0034] If a dormer window is to be included for the conversion, then one or more of the inclined rafters 5b will also be removed and replaced by horizontal and vertical beams 51, 53. This is shown in FIG. 5. To take the weight of the roof, which tends to push the structure to the right in FIG. 5, the apex joint between the remaining rafter 5a and the horizontal dormer frame 53 is reinforced by an angled plate 60, shown in detail in FIG. 6. A similar plate is present on the other side of the apex joint of the timber framework. The C-section 33a (not shown) lies on top of the plate on each side.

[0035] The plate 60 has a central part 61 straight at one side and angled at an obtuse angle at the other, with two arms 64 and 66 extending at that obtuse angle so as to follow the apex joint, and an upstanding flange 62 in a plane perpendicular to the plate and facing inwardly with respect to the frame, facilitating the application of plasterboard for the internal finishing and also serving as reinforcement. The plate can be made of galvanised steel 1-3 mm thick, and is in the region of 25-40 cm long, between the ends of the arms. Holes are provided distributed over its area to allow fixing to the framework.

[0036] The procedure for converting the loft space is typically as follows. Two (or more if needed) rows of tiles are removed, preferably near the lower end of the roof, to allow access to the roof space from outside, in order to insert the C-beams and other components. First the dimensions of the trusses are measured. Then C-beams are cut to size, which can be done on site. Recesses in the ends of the horizontal beams are cut out to allow the interlocking as shown in FIG. 3. Holes are drilled in the timber as required, the various C-section beams are inserted and applied to the frame, and the bottom corners are bolted together, followed by the apex.

[0037] If a dormer window is being fitted, tiles are also removed near the top to allow the timber beam construction to be made. Rafters 5b are removed, wholly or partly, from one side, and Vertical 51 and horizontal 53 beams are fitted to create the shape of the dormer, the horizontal beam 53 meeting the remaining rafter on the other side of the roof (FIG. 5). Plates 60 are applied to the apex (joint of horizontal beam 53 and existing rafter 5a). A dormer process is shown very schematically in FIG. 9. Then the W-reinforcements, if present, are removed, as is the remainder of the roof within the dormer. The structure is then ready for the application of a stud wall and finishing. The diagonal flanges 62 of the plates 60 provide a smooth base for attaching plasterboard for the ceiling.

[0038] The dormer process and plates 60 can also be used with any means of reinforcing the lower corner of the trusses, though clearly the described C-beam method is ideal.

[0039] FIG. 7 shows an alternative way, within the scope of the invention, of fixing two C-beams together at a vertex, in fact at all three vertices of the triangular truss. The C-beams are joined using a hinge piece or knuckle joint 80. In FIG. 7 an end reinforcement is shown, so there is no corresponding reinforcement on the other side, but for all the intermediate trusses such a sandwiching configuration would generally be present.

[0040] The knuckle joint 80 is in two parts, each with a hinge plate 88, 90 together defining a pivot 86 and an extending legs 82 and 84. The free ends of the legs fit inside the respective C-sections, e.g. 25, 35a, and the assembly is then bolted to the section of the truss by bolts through holes 30, namely at least the lower corners and, as here, preferably the upper vertex.

[0041] During the assembly process, C-section beams are cut to length on site and joints 80 are applied to their ends. The C-beams here are somewhat shorter than the lengths of timber that they reinforce, and than the beams in the first embodiment, since the remainder of the length is provided by the legs of the knuckle joint. Here of course there is no need to remove part of the flange of the C-section. The angle of the joint is adjusted so that the C-sections lie alongside the horizontal and sloping sides of the truss, and the beams and joints are bolted to the truss, resulting in the arrangement shown in FIG. 8.

[0042] Where, as for the intermediate trusses, there is a reinforcing frame on each side of the truss, these are bolted to each other by bolts passing through the timber frame of the truss.

[0043] Some innovations include: [0044] 1. A given reinforcing plate for the inner apex corner of a dormer framework, the plate having a central part with two arms extending at an obtuse angle, means to attach the plate to the said apex corner, and an upstanding flange to the inward (obtuse-angled) side of the central part, serving to reinforce the plate and to afford a surface for later application of finishing when the dormer is complete. [0045] 2. A method of installing a dormer in a timber roof, comprising: [0046] removing the tiles or other roof covering to allow access to the timber frame of the roof; [0047] removing one or more rafters where the dormer is to be fitted; [0048] replacing the or each removed rafter by horizontal and vertical timber sections to form the dormer, the horizontal section extending from the frame where the rafter was removed; and [0049] joining the horizontal section to the remaining rafter on the other side of the roof using one or more plates configured in accordance with the above noted given reinforcing plate. [0050] 3. A method of converting a timber-framed roof, comprising: [0051] fastening C-section metal beams to at least one side of the existing timber framework, the beams overlapping or nearly meeting at one or both lower corners of the framework; [0052] fixing the overlapping ends of the beams to each other by bolts or by a hinge piece; and [0053] removing any inner framework parts of the timber frame. [0054] 4. A method according to innovation 3, in which metal beams are applied to both sides of the framework. [0055] 5. A method according to innovation 3, in which the beams overlap and the end of one flange of one beam is removed so that the other beam can lie against that beam in a flush manner. [0056] 6. A method according to innovation 3, in which the roof covering is removed only to a vertical extent of about 30-60 cm, and the components for the conversion are passed through the aperture thus made in the roof.