GB2037864A

GB2037864A - Overcladding Structure for a Roof

Info

Publication number: GB2037864A
Application number: GB7938907A
Authority: GB
Original assignee: Bromwell M A J
Current assignee: Bromwell M A J
Priority date: 1978-11-17
Filing date: 1979-11-09
Publication date: 1980-07-16
Also published as: GB2037864B

Abstract

An overcladding structure for the roof of a building, to form a fresh roof overcladding the existing roof without needing to remove the existing roof and disrupting the inside use of the building, comprises fresh sheeting 4 secured in position by anchoring to purlins 3 of the existing roof 1. Short channel members 5 are placed on the roof above and at intervals along the existing purlin and elongate Z section bearers 6 are placed over these, and anchored by hook bolts 9 to the existing purlins 3, to strengthen the existing purlins. The fresh sheeting is bolted to the bearers 6 and thermal insulating material 10 may fill the space between existing roof and the fresh sheeting 4. <IMAGE>

Description

SPECIFICATION Overcladding Structure for a Roof This invention relates to an overcladding structure for the roof of a building, to form a fresh roof overcladding the existing roof.

A commonly found form of pitched or sloping roof for factories, warehouses and other large buildings comprises corrugated sheeting (usually asbestos) laid onto and secured directly to purlins, several parallel purlins being provided and spaced apart up the slope of the roof. The underside of this sheeting is the ceiling of the used interior of the building and there is no thermal insulation. If the roof becomes damaged and requires replacing, or if thermal insulation is to be provided to reduce heating costs, this hitherto has involved removing the existing roof, usually section-bysection, with consequent disruption of the normal use of the building.

In accordance with this invention, there is provided an overcladding structure for the roof of buildings, in which the existing roof is overclad with fresh sheeting to form a fresh roof overcladding the existing roof, the fresh sheeting being secured in position by anchoring to purlins of the existing roof. The overcladding structure may form a fresh roof effectively replacing a damaged existing roof, or provide thermal insulation for the existing roof by means of thermal insulating material provided between the existing roof and the fresh sheeting, and the work can be carried out by working on the upper side of the roof and without removing sections of the roof and thereby disrupting the normal use of the building.

An embodiment of this invention will now be described, by way of example only, with reference to the accompanying drawing, in which: Figure 1 is a section through part of a roof, showing the thermal insulation and fresh sheeting overcladding the existing roof and showing also the anchoring to an existing purlin; Figure 2 shows in section and in plan a channel bearer member used to anchor the fresh sheeting; and Figure 3 shows in section and in plan a Zed bearing member used to anchor the fresh sheeting and providing an additional purlin.

In the example shown in Figure 1, the invention is shown applied to an existing roof of asbestos corrugated sheeting 1 bolted by hook bolts (one of which is indicated at 2) to Zed (Z-section) steel purlins 3: a plurality of these purlins extend parallel to each other and are spaced apart up the slope of the roof, which is either pitched or sloping. Alternatively, the existing purlins may comprise an angle section or circular section.

In order to provide the thermal insulation, the existing roof is overclad with corrugated sheeting 4, for instance steel sheeting, with insulating material 10 such as fibre glass infilling the space between the existing roof sheeting 1 and the fresh, overcladding sheeting 4. The fresh sheeting 4 is both spaced from the existing roof and secured in position by an arrangement comprising channel bearer members 5 (as shown in Figure 2) and Zed (Z-section) bearer members 6 (as shown in Figure 3).

The channel bearer member 5, referring to Figure 2, is a channel section as shown formed in this example from galvanised mild steel. The member is 375 mm long, is provided along its middle with two slotted bolt holes 7 with 300 mm between centres, and in section has the dimensions shown in the Figure.

The Zed bearer member 6, referring to Figure 3, is a simple Z section also formed in this example from galvanised mild steel. In section, it has the dimensions shown in the Figure, and it has an overall length of 3044 mm with slotted bolt holes 8 provided along the middle of its base section at the spacing shown in the Figure.

Returning to Figure 1, channel bearer members 5 are placed on the upper side of the existing roof at 1 metre spacing (between centres) along the existing purlins. Then, above each existing purlin, a Zed bearer member 6 is laid on top of the channel bearer members 5 which have already been positioned over that purlin, the Zed bearer member 6 being positioned so that its bolt holes 8 align with the bolt holes 7 of the channel bearer members 5: in this connection, it will be noted from Figure 3 that the spacings of the holes 8 in Zed bearer member 6 are such that channel bearer members 5 should be positioned at A and B, but also at C and D to receive the ends of adjacent Zed bearer members laid end-to-end with the one shown.Standard hook bolts 9 (Figure 1) are inserted through the aligned holes of the bearer members 5 and 6 and through holes bored in the existing roof, to engage the downturned edge of the existing purlin 3. Thus, the hook bolts 9 clamp the bearer members 5 and 6 together and onto the existing roof (by means of the nuts applied to the top ends of the bolts) to form an anchor to the existing purlins. It will be noted that the bearer members 6 form additional purlins and have the effect of strengthening the roof structure. The fresh sheeting 4 is secured to the upper side of these additional purlins by conventional so-called Tek bolts.

If the existing purlin differs from the type shown, then hook bolts of appropriate form are selected to anchor onto them. Appropriate anchoring results for the entire overcladding roofing, and the lowermost and uppermost existing purlins will be sufficiently close to the eaves and the ridge of the roof. The overcladding roof then only requires finishing at the eaves and ridge and ends of the building with appropriate flashings.

Claims

1. An overcladding structure for the roof of buildings in which the existing roof is overclad with fresh sheeting to form a fresh roof overcladding the existing roof, the fresh sheeting being secured in position by anchoring to purlins of the existing roof.

**WARNING** end of DESC field may overlap start of CLMS **.

Claims

**WARNING** start of CLMS field may overlap end of DESC **. SPECIFICATION Overcladding Structure for a Roof This invention relates to an overcladding structure for the roof of a building, to form a fresh roof overcladding the existing roof. A commonly found form of pitched or sloping roof for factories, warehouses and other large buildings comprises corrugated sheeting (usually asbestos) laid onto and secured directly to purlins, several parallel purlins being provided and spaced apart up the slope of the roof. The underside of this sheeting is the ceiling of the used interior of the building and there is no thermal insulation. If the roof becomes damaged and requires replacing, or if thermal insulation is to be provided to reduce heating costs, this hitherto has involved removing the existing roof, usually section-bysection, with consequent disruption of the normal use of the building. In accordance with this invention, there is provided an overcladding structure for the roof of buildings, in which the existing roof is overclad with fresh sheeting to form a fresh roof overcladding the existing roof, the fresh sheeting being secured in position by anchoring to purlins of the existing roof. The overcladding structure may form a fresh roof effectively replacing a damaged existing roof, or provide thermal insulation for the existing roof by means of thermal insulating material provided between the existing roof and the fresh sheeting, and the work can be carried out by working on the upper side of the roof and without removing sections of the roof and thereby disrupting the normal use of the building. An embodiment of this invention will now be described, by way of example only, with reference to the accompanying drawing, in which: Figure 1 is a section through part of a roof, showing the thermal insulation and fresh sheeting overcladding the existing roof and showing also the anchoring to an existing purlin; Figure 2 shows in section and in plan a channel bearer member used to anchor the fresh sheeting; and Figure 3 shows in section and in plan a Zed bearing member used to anchor the fresh sheeting and providing an additional purlin. In the example shown in Figure 1, the invention is shown applied to an existing roof of asbestos corrugated sheeting 1 bolted by hook bolts (one of which is indicated at 2) to Zed (Z-section) steel purlins 3: a plurality of these purlins extend parallel to each other and are spaced apart up the slope of the roof, which is either pitched or sloping. Alternatively, the existing purlins may comprise an angle section or circular section. In order to provide the thermal insulation, the existing roof is overclad with corrugated sheeting 4, for instance steel sheeting, with insulating material 10 such as fibre glass infilling the space between the existing roof sheeting 1 and the fresh, overcladding sheeting 4. The fresh sheeting 4 is both spaced from the existing roof and secured in position by an arrangement comprising channel bearer members 5 (as shown in Figure 2) and Zed (Z-section) bearer members 6 (as shown in Figure 3). The channel bearer member 5, referring to Figure 2, is a channel section as shown formed in this example from galvanised mild steel. The member is 375 mm long, is provided along its middle with two slotted bolt holes 7 with 300 mm between centres, and in section has the dimensions shown in the Figure. The Zed bearer member 6, referring to Figure 3, is a simple Z section also formed in this example from galvanised mild steel. In section, it has the dimensions shown in the Figure, and it has an overall length of 3044 mm with slotted bolt holes 8 provided along the middle of its base section at the spacing shown in the Figure. Returning to Figure 1, channel bearer members 5 are placed on the upper side of the existing roof at 1 metre spacing (between centres) along the existing purlins. Then, above each existing purlin, a Zed bearer member 6 is laid on top of the channel bearer members 5 which have already been positioned over that purlin, the Zed bearer member 6 being positioned so that its bolt holes 8 align with the bolt holes 7 of the channel bearer members 5: in this connection, it will be noted from Figure 3 that the spacings of the holes 8 in Zed bearer member 6 are such that channel bearer members 5 should be positioned at A and B, but also at C and D to receive the ends of adjacent Zed bearer members laid end-to-end with the one shown.Standard hook bolts 9 (Figure 1) are inserted through the aligned holes of the bearer members 5 and 6 and through holes bored in the existing roof, to engage the downturned edge of the existing purlin 3. Thus, the hook bolts 9 clamp the bearer members 5 and 6 together and onto the existing roof (by means of the nuts applied to the top ends of the bolts) to form an anchor to the existing purlins. It will be noted that the bearer members 6 form additional purlins and have the effect of strengthening the roof structure. The fresh sheeting 4 is secured to the upper side of these additional purlins by conventional so-called Tek bolts. If the existing purlin differs from the type shown, then hook bolts of appropriate form are selected to anchor onto them. Appropriate anchoring results for the entire overcladding roofing, and the lowermost and uppermost existing purlins will be sufficiently close to the eaves and the ridge of the roof. The overcladding roof then only requires finishing at the eaves and ridge and ends of the building with appropriate flashings. Claims

2. An overcladding structure as claimed in claim 1, comprising elongate bearer members laid on the existing roof over and anchored to the existing purlins, thus strengthening the existing purlins, the fresh sheeting being anchored to said elongate bearer members.

3. An overcladding structure as claimed in claim 2, in which said elongate bearer members comprise Z section members to which the fresh sheeting is bolted through apertures pre-formed in one limb of the Z section members.

4. An overcladding structure as claimed in claim 2 or 3, in which said elongate bearer members are anchored to the existing purlins by hook bolts, spaced apart along the existing purlins, passing through apertures pre-formed in the elongate bearer members, through the existing roof and hooked onto the purlins.

5. An overcladding structure as claimed in claim 4, comprising further bearer members disposed at intervals along said elongate bearer members between said elongate bearer members and the existing roof, said hook bolts extending through apertures pre-formed in said further bearer members.

6. An overcladding structure as claimed in claim 5, in which said further bearer members comprise channel members.

7. An overcladding structure as claimed in any preceding claim, in which thermal insulating material is disposed between the existing roof and fresh sheeting.

8. An overcladding structure for the roof of buildings, substantially as herein described with reference to the accompanying drawings.