[0001] The regulations applicable to the construction of cold-stores for foods do not call
for fire resistance, perhaps because of the supposed unlikelihood of fire occurring,
and/or because employees spend only minimal time in such stores. However, the possibility
of a fire from an electric fault, coupled with the flammability of certain food stuffs
e.g. those having a high fat content render fire protection desirable. The conventional
construction method for mere thermo- insulation relies upon panels of insulant with
only minor structural strength to extend as cladding over a skeleton framework and
provide at least the walls of the store. The panels abut edge-to-edge.
[0002] Where food manufacture is carried out, so that the occupancy factor is higher, there
is or may be at least similar thermo-insulation requirements, and fire resistance
may be a legal requirements at least for a certain time, for example 30 minutes. It
is found that the conventional panels, even when provided with a reinforcing panel
notionally having a suitable fire resistance do not in fact meet the requirements
when tested to destruction.
[0003] The object of the invention is to resolve this problem.
[0004] According to the invention a thermally insulating and fire resistant barrier panel
comprises a slab of polyurethane foam or like thermal insulation and a sheet metal
layer, with a layer of mineral insulation comprising a cast foamed magnesium oxychloride
material sandwiched between the thermal insulation and the sheet metal.
[0005] Also according to the invention a thermally insulating and fire resistant barrier
comprises a series of panels having tongue and groove or like connections or otherwise
arranged at adjacent and abutted edges so that there is no straightline path through
the joint between the panels from one to the other face.
[0006] Various embodiments of the invention are now more particularly described with reference
to the accompanying drawings wherein:-
FIGURE 1 is a section through a joint between a pair of panels forming a barrier,
part- assembled;
FIGURE 2 shows a modification;
FIGURE 3 shows a different form of joint structure between adjacent panels;
FIGURE 4 is an alternative joint;
FIGURE 5 is a fragmentary sectional plan view showing construction of a cold room
using panels of the invention; and
FIGURE 6 is a sectional plan view showing a fire door constructed according to the
invention.
[0007] Turning first to Figure 1, this shows adjacent edges of a pair of panels each comprising
a slab of CFC free polyurethane foam, the two slabs having the reference numbers 10,
12 respectively. In this instance the slabs have edges 14 which are substantially
perpendicular to the faces of the slabs, that is to say they are not tongue and grooved,
but both have substantial recesses extending along their length as explained hereunder.
However, if desired they could have complementary edge formations as shown in Figure
5.
[0008] Each slab may be of the order of 70mm thickness.
[0009] Each slab is faced on both faces with magnesium oxycholoride applied by casting this
material in a saline solution with a foaming agent and a curing agent and with perlite
inert filler material, so that when cured this creates a generally cellular low density
mineral board typically of the order of 15mm thick, which is a thickness capable of
giving 1 hour five protection. The mineral material is shown by the references 16,
18 on the respective faces of the slab.
[0010] Each panel is completely by a layer of steel which typically may be 0.55 mm thick
and of 'food safe' sheet grade, that is to say provided on its outer surface when
assembled to the panel with a polyvinyl chloride or other appropriate plastics layer.
The sheet steel on one face enclosing the mineral boards 18 bears the reference numeral
20 and these sheets have inturned end edges 22 substantially containing the thickness
of the mineral material. At the opposite face the sheet metal is joggled to provide
spaced inturned portions 24 and flanges 26, 28 which are overlapped, so that a fixing
screw 30 can be engaged through the overlapped portions to hold the panels together.
Both faces may be so overlapped and fixed although the drawing shows only one face
so arranged. The overlapping is one way of preventing the existence of a straightline
path through the joint. The tongue and groove or like is another way.
[0011] The slabs 10 and 12 are recessed adjacent one another as mentioned earlier, the joggled
portions to create a cavity extending along the length of the edges which abut, to
receive a mineral board strip 34 which extends across the joint and substantially
fills the recess. A relatively thin space about the board is filled with a fire-resistant
mastic material and preferably one which is intumescent, indicated in Figure 1 by
the reference numeral 36.
[0012] The channel defined between the joggled edges is by an (in the drawing inverted)
U shaped strip 38 of the food safe steel which may be a push fit, and a further filling
of intumescent material or a further strip of mineral board substantially Fills the
cavity defined between the parts 24, 26, 28 and 38. The mineral board filler (not
shown in Figure 1) in that cavity like the mineral board filler 34 may be magnesium
oxychloride, but in cases high density material, that is to say not made with a foaming
agent and possibly without any inert filler.
[0013] It will be seen that the boards also span the joint and further ensure that there
is no straightline path for flame between the panels. In the event of fire resulting
in erosion which might progressively destroy the polyurethane foam at the faces 14,
the intumescent strip 36 and the high density mineral component act to provide greater
resistance to the flame to prevent it penetrating from one side of the barrier to
the other.
[0014] Figure 2 shows the mentioned modification where the channel formed between the adjacent
sheet metal faces is filled with the mineral board strip, although in this case the
flanges 40 corresponding to the ones 24 in Figure 1 have a slight shaping along their
length as do the side limbs 42 of the channel member, so that this may be a snap-fit.
[0015] Figure 3 shows a modified joint between a pair of ceiling panels each of which is
generally similar to the panel of Figure 1 except that each panel is edged with a
mineral board similar to the board 34 of Figure 1 and this is indicated by the reference
numeral 44.
[0016] At this point it may be convenient to discuss methods of manufacture of the panels.
The preferred method is to locate the core slab 10 in a mould in spaced relation to
the pair of sheet metal panels 20, 21 and cast the foamed mineral material 16,18 to
fill the spaces. In the case of Figure 3, the boards 44 may likewise be located within
the mould so as to further define the cavities into which the mineral material is
cast.
[0017] The curing period recommended for boards of this kind is six hours oven curing plus
a minimum of 14 days air curing.
[0018] In Figure 3 the two panels are joined together by a sheet steel coupling member having
co-planar limbs 56 extending away from the edges of a channel section 48 and as seen
in the Figure said co-planar limbs 46 are in face to face contact with the adjacent
panels. This arrangement of Figure 3 is primarily intended as a suspended ceiling
for a cold room where a screwed stud 50 depends into a space between the panels, and
extends through the channel 48 being fixed thereto by a pair of nuts 54 one on each
side of the base of the channel. The space between the two panels surrounding the
stud and substantially filling the channel section may be packed with mineral wool
thermal and fire resistant insulating material. The wool is kept in place and the
joint further improved by a further board of high density mineral material 56.
[0019] Turning now to Figure 4, this shows a modified joint similar to Figure 1 but in this
case a pair of panels generally similar to those in Figure 1 are secured together
by a tie-bolt 60 extending through the thickness of the panel instead of being a short
screw extending merely through the overlapped flanges as in Figure 1. The end of the
bolt where it is secured to nut 62 is enclosed by a mineral board 64 held in place
by a sheet metal pressing 66 shown partly assembled in the figure.
[0020] Figure 5 shows a fragmentary plan view of a cold room made of panels generally similar
to those discussed in herein, but without showing any of the joints between adjacent
panels except at corners of the room. In this case the panels are shown with tongue
and groove connections between the polyuretane foam core slabs these joints being
indicated by the reference numerals 70. An angle section folding of the facing sheet
metal material 72 is located in each corner to cover the joint and a board typically
of the order of 12 mm thickness and made of the high density mineral material indicated
by the reference numeral 74 is located outside each joint to extend across the abutted
edges of the panels. Intumescent material 76 is sandwiched between the mating faces
of the foamed mineral material e.g. by mastic injection.
[0021] Figure 6 shows a typical door construction. The door is hinged adjacent one edge
80 and sealed at the opposite edge 82. Intumescent material 84 is trapped as a gasket
between the door and the outer face of the wall around the perimeter of the door.
The door panel comprises inner face 86 of the food safe sheet metal, a core slab 88
of the CFC polyurethane foam, an outer layer 90 of the foamed mineral material 80
and a further sheet metal layer 92 on the outer face of the door. The door may comprise
a wooden frame 94 at a location where it does not provide a flammable bridge between
interior and exterior.
[0022] In all cases the adjacent panels are most desirably mechanically coupled together
by members embedded in the slabs during manufacture , so as to give structural strength
to the barrier. These conventional couplings are not shown in the drawings.
[0023] The door frame with which the door is dissociated may be secured to similar panels
to those used in the barrier elsewhere or in this relatively small area a heavier
denser material (e.g. brickwork) may be used in the interests of structural rigidity.
[0024] Panels barriers and doors substantially as described and illustrated herein have
been tested e.g. with respect to clause 6 of British Standard BS 476:Part 22: 1987.
The door set mentioned provided 62 minutes integrity and insulation performance with
respect to this performance. The partition wall assembly e.g. according to Figure
1 and Figure 4 was tested for a 67 minute period at which time tile test was discontinued
with no loss of integrity. The tests were performed in the case of panels on 1 metre
square sections of the partition panel. The unexposed surface did not exceed the rise
allowable within BS 476: Part 20: 1987 during a 95 minutes test duration.
[0025] Further tests have been performed on a 100 mm thick partition panel of similar construction
to that shown in Figure 1 again using 15 mm thick foamed mineral material of the kind
mentioned herein and in this case with an 85 mm thick foam core slab. During a 60
minute fire test there was no penetration of fire or flame through the panel although
a temperature rise in excess of 180°C was exceeded on the face of the panel.
[0026] Further tests carried out on barriers comprising jointed panels substantially as
shown in the accompanying drawings reveal that during 50 minute test duration flame
did not pass through the joint and the surface temperature did not exceed the maximum
allowable mean or individual values.
[0027] Accordingly, it is believed that the constructions according to the invention are
substantially better than the 30 minute fire test requirements of contemporary regulations.
1. A thermally insulating and fire resistant barrier panel comprising a slab of polyurethane
foam or like thermal insulation and a sheet metal layer, with a layer of mineral insulation
comprising a cast foamed magnesium oxychloride material sandwiched between the thermal
insulation and the sheet metal.
2. A thermally insulating and fire resistant barrier comprising a series of panels as
claimed in Claim 1 having tongue and groove or like connections at adjacent and abutted
edges so that there is no straightline path between the joint between the panels.
3. A barrier as claimed in Claim 2 wherein the adjacent panels are mechanically coupled
together.
4. A barrier as claimed in Claim 2 wherein intumescent sealing means are provided between
adjacent panels.
5. A barrier as claimed in any preceding Claim comprising two layers of the mineral insulation
sandwiching the slab and two sheet metal layers sandwiching the mineral insulation
layers.
6. A method of making the barrier panels as claimed in Claim 1 comprising casting a saline
solution of the mineral with a foaming agent, a curing agent and an inert filler onto
a sheet metal panel before assembly to said slab.
7. A method of making a panel as claimed in any of Claims 1 to 5 comprising assembling
a slab of the polyurethane foam and the sheet metal in a mould in spaced relation
and filling the space therebetween with a saline solution of the mineral material
with a foaming agent, a curing agent and an inert filler.
8. A barrier as claimed in any one Claims 2 to 5 wherein each joint between adjacent
panels further comprises a pair of adjacent recesses formed in the respective foam
slabs, and a mineral board strip bridging the joint and substantially filling both
recesses, spaces between the strip and the recess walls being filled with an intumescent
strip.
9. A barrier as claimed in any of Claims 2 to 5 and 8 wherein adjacent edges of two sheet
panels are overlapped and secured together, said edges being joggled to provide a
recess and a U-section channel of the sheet metal is inserted in said recess to he
co-planar with the sheet metal panels adjacent the recesses.
10. Fire resistant panels and barriers substantially as described with reference to the
accompanying drawings.