[0001] This invention relates to a fire propagation barrier system for a wall structure
of a building and to associated fire barriers. It relates particularly to a fire propagation
barrier system for a ventilated cavity facade.
[0002] In particular, the present invention relates to the type of wall structure of a building
which comprises, from the inside to the outside of the building, a load bearing wall,
a continuous layer of thermal insulation, a ventilated air cavity and an external
cladding. Such structures are arranged so that the external cladding provides weather
protection to the structure, so that in summer cooling is facilitated by warm air
in the ventilated cavity being replaced by cooler air thanks to natural convention
and so that in winter sufficient air circulation occurs to facilitate moisture removal.
[0003] In order to provide enhanced fire performance, particularly for example where such
structures are used for external wall constructions over 18m in height, it is recommended
to install cavity fire propagation barriers at the junctions between the external
cladding and the fire-resisting barriers of the building construction (e.g. the compartment
floors, the compartment walls or other walls or door assemblies that form a fire-resisting
barrier of the building).
[0004] One aim of the present invention is to provide an improved fire propagation barrier
system for a building, particularly as part of a ventilated façade system.
[0005] In accordance with one of its aspects, the present invention provides a wall structure
for a building in accordance with claim 1. Other aspects are defined in other independent
claims. The dependent claims define preferred or alternative features.
[0006] The present invention is useful, for example, in the type of structure illustrated
in Fig 1 and Fig 2 which comprises:
- i) in order from the interior to the exterior of the building: a load bearing wall
10; a plurality of thermal insulation panels secured to the a load bearing wall 10
which together make up a continuous thermal insulation layer 11 secured to and covering
the load bearing wall, a ventilated cavity 12 and an external cladding 14;
- ii) window openings 15;
- iii) load bearing floors 16; and
- iv) fire propagation barriers 17 provided across the ventilated cavity 12. In this
example, the fire propagation barriers 17 include:
- open state horizonal compartmenting fire propagation barriers 17' which run horizontally
within the ventilated cavity 12 at a level corresponding to the height of each load
bearing floor 16; and
- closed-state vertical compartmenting fire propagation barriers 17" which run vertically
within the ventilated cavity 12.
The combination of the horizontal 17' and vertical 17" compartmenting fire propagation
barriers separates the ventilated cavity 12 into discrete cavity compartments 18 with
fire propagation between discrete cavity compartments 18 being prevented or restrained
in the case of fire by the fire propagation barriers 17.
For each vertically arranged column of air cavity compartments, a lower ventilation
opening (not shown) is provided towards the base of the lowest air cavity compartments
in the column and an upper ventilation opening (not shown) is provided towards the
top of the highest air cavity compartments in the column vertical column. These ventilation
openings allow flow of air between the cavity compartments and the outside atmosphere.
Fire propagation barriers are also provided in the ventilated air cavities around
the window openings 15, around door openings (not shown) and around other openings
in the load bearing wall 10.
The provision of fire propagation barriers in this way restrains the propagation of
fire and temperature increase from fire i) from one air cavity compartment to another
and ii) from each air cavity compartment to an opening (e.g. a window or door opening)
in the load bearing wall 10.
The open-state horizonal compartmenting propagation barriers 17' allow, in ordinary
use, for air to circulate vertically between adjacent cavity compartments 18; this
provides the ventilated cavity. When subjected to fire conditions the open-state fire
propagation barriers close so as to prevent or at least restrict vertical propagation
of fire and fire gasses.
The closed-state vertical compartmenting propagation barriers 17" prevent or restrict
passage of gasses and fire both in ordinary conditions and in fire conditions.
[0007] The time during which fire propagation will be prevented or restrained by the fire
propagation barriers, and by other parts of the system, will depend upon the configuration
and materials used. As used herein, reference to fire propagation being prevented
by the fire propagation barriers should be understood as referring to fire propagation
being prevented or restrained for a certain time duration, notably for a duration
of at least 15 minutes (and preferably for a duration of at least 30 minutes, at least
60 minutes, or at least 90 minutes) when tested according to appropriate test standards
as required by local building regulations.
[0008] The present invention is particularly applicable for use with a ventilated cavity
façade systems which comprise a plurality of discrete ventilated cavity compartments,
notably at least three, four or five discrete ventilated cavity compartments arranged
one above the other in a vertical direction, notably providing a column of ventilated
cavity compartments.
[0009] Fig 3 illustrates a known arrangement for incorporating fire propagation barriers
in a ventilated facade system. In this known arrangement, the system comprises: i)
in order from the interior to the exterior of the building: a load bearing wall 30;
a plurality of thermal insulation panels secured to the a load bearing wall 30 which
together make up a thermal insulation layer 31 secured to and covering the load bearing
wall, a ventilated cavity 32 and a cladding layer 34; and ii) fire propagation barriers
37 provided across the ventilated cavity 32. Each fire propagation barrier 37 is arranged
in a respective recess 38 provided in the thermal insulation layer 31. In the case
of an open-state fire propagation barrier, the fire propagation barrier extends from
an external surface of the load bearing wall 30 part way across the cavity 34 towards
an internal surface of the cladding 34 and is provided with an intumescent layer (not
shown); when subjected to fire conditions the intumescent layer closes the gap between
the fire propagation barrier and the cladding layer 34. In the case of a closed-state
fire propagation barrier (not shown), the fire propagation barrier extends from an
external surface of the load bearing wall 30 across the cavity 34 to an internal surface
of the cladding 34. The embedding of each fire propagation barrier 37 in its respective
recess 38 retains the fire propagation barrier 37 in placed during construction and
use (for example when subjected to fire conditions); in addition, it provides a restrictive
and tortuous path which restrains any passage of fire or heat around the perimeter
of the fire propagation barrier at the layer of thermal insulation 31.
[0010] In accordance with one of its aspects, the present invention provides a ventilated
façade structure of a building comprising
- i) in order:
- a load bearing wall;
- a thermal insulation layer, notably of mineral wool insulation;
- an air filled cavity; and
- a cladding layer;
in which the thermal insulation layer is provided by a plurality of adjacent, contiguous
thermal insulation panels each of which is secured to the load bearing wall, the thermal
insulation panels together providing i) an interior facing major surface of the thermal
insulation layer which faces the load bearing wall and ii) an exterior facing major
surface of the thermal insulation layer which faces the air filled cavity, with the
air filled cavity providing a ventilated cavity between the exterior facing major
surface of the thermal insulation layer and the cladding layer; and
- ii) an open-state fire propagation barrier, notably an open-state mineral wool fire
propagation barrier, provided within the ventilated cavity, the open-state fire propagation
barrier being configured to allow ventilation of the ventilated cavity under ordinary
conditions of use and to block ventilation of the ventilated cavity under fire conditions;
wherein the open-state fire propagation barrier comprises:
- a) a fire barrier panel, notably a mineral wool fire barrier panel, which has an interior
facing fire barrier surface which lies against a portion of the exterior facing major
surface of the thermal insulation layer, and in which the fire barrier panel extends
from the interior facing fire barrier surface across a portion of the air filled cavity
towards the cladding layer; and
- b) an intumescent material supported by the fire barrier panel, the intumescent material
being arranged to expand when subjected to fire conditions so as to cause the fire
propagation barrier to block ventilation of the ventilated cavity;
and wherein the open-state fire propagation barrier is secured in place by one or
more fire barrier fixings, each fire barrier fixing having a portion which engages
with the fire propagation barrier, a portion which passes through the thermal insulation
layer and a portion which engages with the load bearing wall.
The open-state fire barrier panel preferably comprises a securing portion at which
it is secured to the layer of thermal insulation by the fire barrier fixing, and a
carrying portion, spaced from the securing portion, preferably arranged below the
securing portion, which carriers the intumescent material.
Arranging the carrying portion which carries the intumescent to be spaced from the
securing portion at which the open-state fire barrier panel is secured to the layer
of thermal insulation by the fire barrier fixing facilitates separation of the securing
and intumescent functions; it thus facilitates securing of the open-state fire barrier
panel to the layer of thermal insulation without constraint of the intumescent material.
Arranging the carrying portion which carriers the intumescent material below the securing
portion helps to avoid a pendulum effect upon expansion of the intumescent material.
[0011] The term "ventilated façade structure" as used herein means that the structure includes
an air filled ventilated cavity which is provided with a ventilation opening towards
its base and a ventilation opening towards its top so that air surrounding the structure
is free to flow into the ventilated cavity, air within the cavity can flow vertically
through the ventilated cavity and air from the cavity can flow out of the ventilated
cavity by natural convection.
[0012] The load bearing wall is preferably provided by a frame, for example a metal frame
or a wooden frame, particularly a frame covered with a substantially continuous sheathing
layer facing the ventilated air cavity. For example, one type of appropriate load
bearing wall comprises spaced, vertically arranged load bearing struts, for example
wooden struts or metal struts, to which inner panels are attached at the side of the
structure facing an interior of a building to form a continuous inner facing surface
and to which sheathing boards are attached at the side of the structure facing the
air cavity to form a continuous outer facing surface, with the spaces defined between
the inner and outer facing surfaces being provided with thermal insulation, notably
mineral wool insulation. Alternatively, the load bearing wall may be provided by a
reinforced concrete wall or a masonry wall comprising discrete masonry units with
mortar joints between them.
[0013] The thermal insulation layer secured to the load bearing wall preferably comprises
or consists of mineral wool insulation. The mineral wool insulation is preferably
water repellent, for example thanks to inclusion of water repellent additives in the
mineral wool insulation and/or provision of a water repellent facing arranged towards
the air cavity; this helps to prevent water penetration and helps water run off during
installation and use. Stone wool insulation is particularly suitable as it provides
a desirable combination of thermal insulation and resistance to fire conditions. Preferably,
the thermal insulation layer is provided by a plurality of adjacent pieces or slabs
of insulation, notably slabs of mineral wool insulation. The slabs or pieces of thermal
insulation may be secured to the load bearing wall by fixings, for example screw or
pins, or by being held in a frame which is secured to the load bearing wall. The mineral
wool insulation is preferably arranged with its major surfaces arranged in a vertical
plane and the majority of its fibres orientated parallel to its major surfaces; this
provides advantageous thermal insulation properties for the wall structure. Mineral
wool insulation, particularly stone wool insulation, which has a density which is:
≥ 30 kg/m
3, preferably ≥ 40 kg/m
3; and/or <_ 70 kg/m
3, preferably ≤ 60 kg/m
3, notably in the range ≥ 40 kg/m
3 and ≤ 60 kg/m
3, is preferred as this provides an advantageous combination of thermal insulation,
fire resistance and mechanical properties.
[0014] The thermal insulation layer is intended to insulate the exterior surface of the
load bearing wall; consequently, it preferably overlays at least 90% and preferably
at least 95% of the external surface of the load bearing wall (not including window
openings and door opening in the load bearing wall).
[0015] As used herein:
- the terminology "external" and "outer" is used to refer to an element at or facing
the outside of the building; and
- the terminology "internal" and "inner" is used to refer to an element at or facing
the inside of the building.
[0016] The ventilated cavity preferably has a ventilated cavity width which is: ≥ 40mm preferably
≥ 45 mm; it may be ≤ 150 and is preferably ≥ 40mm and ≤ 150. The ventilated cavity
width may be selected to be: ≥ 40mm and ≤ 60 mm; or ≥ 90 mm and ≤ 110 mm. This contributes
to the desired performance of the wall structure. As used herein, the term "ventilated
cavity width" means the average distance across the ventilated air cavity between
the surface of the cladding layer facing the air cavity and the exterior facing major
surface of the thermal insulation layer when measured perpendicularly from said surface
of the cladding layer.
[0017] The cladding layer preferably comprises a plurality of adjacent, individual cladding
panels each of which is secured to the load bearing wall, preferably via a frame secured
to the load bearing wall. The cladding panels are preferably large format in their
major plane (having a surface area ≥ 0.5 m
2, preferably ≥ 0.6 m
2) and relatively shallow in depth (having a depth preferably ≤ 40mm); they may be
monolithic or perforated and the joints between them may be 'open' or 'closed'.
[0018] Each fire propagation barrier is preferably elongate in form having a length L (intended
to lie in a plane parallel to the plane of the cladding layer), a width W (intended
to lie in the direction of the width of the ventilated cavity) and a height H (in
a direction perpendicular to its length and width). The width of the open-state fire
propagation barrier is selected so that, under ordinary conditions of use, a ventilation
gap of between 15mm and 35 mm is provided between the open-state fire propagation
barrier and the cladding layer; this allows the desired air circulation in the ventilated
cavity. When the open-state fire propagation barrier is subjected to fire conditions,
expansion of the intumescent material reduces, and preferably closes, the ventilation
gap; the ventilation gap may be reduced to less than 5mm, preferably to less than
1mm and more preferably to 0 mm. The width of each closed-state fire propagation barrier
is selected to fill the width of the ventilated cavity so that no ventilation gap
is provided between the closed-state fire propagation barrier and the cladding layer.
[0019] The height H of the fire propagation barrier provides a dimension of the fire propagation
barrier which lies against the exterior facing major surface of the thermal insulation
layer and contributes to restraining fire propagation; it should thus be selected
to provide a desired duration during which the fire propagation barrier will prevent
or restrain fire propagation. Particularly where a fire resistance of 30 minutes is
desired, a mineral wool fire propagation barrier, notably having a density ≥ 120 kg/m
3 and ≤ 200 kg/m
3, having a height H of about 100mm has been shown to be effective. Thus, particularly
where a fire resistance of 30 minutes is desired , the fire propagation barrier may
have a height H which is ≥ 80 mm and preferably ≤ 150 mm, more preferably ≤ 120 mm.
Particularly where a fire resistance of 90 minutes is desired, a mineral wool fire
propagation barrier, notably having a density ≥ 120 kg/m
3 and ≤ 200 kg/m
3, having a height H of about 200 mm has been shown to be effective. Thus, particularly
where a fire resistance of 90 minutes is desired, the fire propagation barrier may
have a height H which is ≥ 180 mm and preferably ≤ 250 mm, more preferably ≤ 220 mm.
In addition, the aforementioned heights H of the fire propagation barrier provide
a footprint of a contact area of the fire propagation barrier against the exterior
facing major surface of the thermal insulation layer which is suitable for distributing
compression forces of the fire propagation barrier against the exterior facing major
surface of the thermal insulation layer upon expansion of the intumescent material;
this helps to maintain contact during fire conditions whilst avoiding undesired or
uncontrolled deformation of the thermal insulation layer upon expansion of the intumescent
material. Such deformation of the thermal insulation layer would be likely to impair
the reliability and/or fire performance of the system.
[0020] Each fire propagation barrier is preferably provided in sections having lengths which
are ≥ 0.8 m, preferably ≥ 1 m and/or ≤ 2m, preferably ≤ 1.5 m, notably lengths which
are ≥ 1.1 m and ≤ 1.3 m; such lengths facilitate handling and assembly. Each fire
propagation barrier is preferably formed from adjacent individual fire barrier sections
whose ends cooperate, for example by abutment, to provide an extended length of the
fire propagation barrier, notably in a horizontal direction. Abutment between individual
fire propagation barrier sections may be provided by simple abutment of respective
planar end surfaces of each fire propagation barrier section. Alternatively, particularly
with a view to reducing risk of fire propagation through such abutments, multi-surface
abutments may be provided, for example a stepped abutment, a shiplap abutment or a
mortise and tenon abutment.
[0021] Each fire propagation barrier preferably comprises and more preferably consists essentially
of mineral wool insulation (for example at least 80% of the weight of the fire propagation
barrier being mineral wool insulation). The mineral wool insulation is preferably
water repellent, for example thanks to inclusion of water repellent additives; this
helps to prevent the fire propagation barrier retaining water in a way which could
be detrimental to the desired functioning of the wall structure. Stone wool insulation
is particularly suitable as it provides a desirable combination of thermal insulation
properties and resistance to fire conditions.
The mineral wool of the open state fire propagation barrier is preferably arranged
to have the majority of its fibres orientated perpendicular to its width direction,
with the density of the mineral wool providing a desired level of compression resistance
in the width direction in fire conditions. This facilitates both manufacture and provides
a reliable surface of the fire propagation barrier for the fire barrier fixings.
[0022] The mineral wool of each fire propagation barrier, particularly of a stone wool fire
propagation barrier, may have a density which is: ≥ 120 kg/m
3, preferably ≥ 140 kg/m
3; and ≤ 200 kg/m
3, notably in the range ≥ 140 kg/m
3 and ≤ 180 kg/m
3; this provides an advantageous combination of fire resistance and mechanical properties,
particularly when used in combination with the dimensions of the fire propagation
barrier disclosed above.
[0023] At least one surface of the fire propagation barrier may be provided with a facing,
for example a metal foil facing; this may be provided with marking and/or indications
notably facilitating use and/or installation of the fire propagation barrier. The
fire propagation barrier may be wrapped, for example shrink wrapped, with the wrapping
contributing to maintaining the intumescent material and the fire barrier panel together
during transport and/or installation. Preferably, the wrapping contributes to holding
the intumescent material against the fire barrier during transport and/or installation.
When the fire propagation barrier is wrapped in this way, the fire propagation barrier
is preferably adapted to be installed with its wrapping in place, and for the wrapping
nevertheless to allow desired expansion of the intumescent material when the fire
propagation barrier is subjected to fire condition. For example, the wrapping may
be provided by a plastics film, notably a plastics film which frees the intumescent
material when the fire propagation barrier is subjected to fire condition, for example
by being weakened, melted or burnt off. The wrapping is preferable provided as a continuous
wrapping along the entire length of the fire propagation barrier.
[0024] In use, each fire propagation barrier is preferably secured within the ventilated
cavity by a plurality of fire barrier fixings spaced along its length. The distance
between each fire barrier fixing along the length of the fire propagation barrier
may be ≥ 30 cm and/or ≤ 70 cm, preferably ≥ 30 cm and ≤ 50 cm; this provides a suitable
number of fire barrier fixings to secure the fire propagation barrier in place whilst
providing for simple installation. For example, where fire propagation barrier sections
are provided in lengths of 1200 mm, each fire propagation barrier section may be secured
in place with three fire barrier fixings, one fixing being arranged at the centre
along its 1.2m length and each of the other two fixings being arranged at 200 mm from
a respective end along the length. In this way, a fixing is positioned each 400mm
along the length of adjacent fire propagation barrier sections.
The fire propagation barrier may be provided with a marking, visible during its installation,
for example at its surface, to indicate recommended positions along its length for
the positioning of the fire barrier fixing(s).
[0025] As used herein, the term "fire barrier fixing" means a structural member which restrains
movement in at least one direction between the fire propagation barrier and the load
bearing wall. Preferably the fire barrier fixings restrain movement between the fire
propagation barrier and the load bearing wall in all directions; this prevents movement
of the fire propagation barrier in the x, y and z axes relative to the load bearing
wall and thus maintains the position of the fire propagation barrier relative to the
load bearing wall during completion of the construction of the ventilated façade structure
and, more importantly, if, during the lifetime of the ventilated façade structure,
fire conditions occur in the air filled cavity.
[0026] Preferably, each fire barrier fixing consists of a screw fixing, the screw fixing
preferably comprising a shaft having a head portion at one end and a threaded tip
portion at the other end, and in which
- the head portion engages with the fire barrier panel, preferably in cooperation with
a washer;
- the shaft passes through the fire barrier panel and through the thermal insulating
layer; and
- the tip portion engages with the load bearing wall.
The form of the threaded tip portion is selected as a function of the type of load
bearing wall with which it will engage; notably, the threaded tip section is preferably
provided with a thread selected from a thread configured to engage with a metal structure,
a thread configured to engage with a wooden structure, a thread configured to engage
with a concrete structure and a thread configured to engage with a masonry structure.
The threaded tip section is preferably self-tapping.
During preferred installation, the threaded tip portion is intended to by inserted
through the fire barrier panel and through the thermal insulation layer before engaging
with the load bearing wall. Consequently, when the fire barrier panel and the thermal
insulation layer are provided by mineral wool, the tip portion is preferable configured
to facilitate its penetration into and through the mineral wool of the fire barrier
panel and the thermal insulation layer. The tip section preferably penetrates into
the load bearing wall by a distance which is ≥ 20 mm, preferably ≥ 30 mm and which
may be ≤ 60 mm or ≤ 50 mm.
The shaft of the screw fixing is preferably a rod of circular cross section, notably
having a diameter which ≥ 1.5 mm and ≤ 5 mm.
The head of the screw fixing engages with the fire barrier panel, preferably in cooperation
with a washer, preferably a stainless steel washer, notably a washer having an external
diameter which is ≥ 30 mm, preferably ≥ 50 mm. Providing a relatively large surface
area of contact between the fire barrier fixing, for example an underside of a head
of a screw fixing or of an associated washer, and an exterior facing surface of the
fire barrier panel provides stability to the system when subjected to fire conditions.
With this in mind, the surface area of contact between the fire barrier fixing and
an exterior facing surface of the fire barrier panel may ≥ 4cm
2, preferably ≥ 5 cm
2, more preferably ≥ 10 cm
2 and even more preferably ≥ 15 cm
2; it is preferably ≤ 80 cm
2, more preferably ≤ 60 cm
2 to avoid encumberment.
The screw fixing is preferably steel, more preferably stainless steel.
Preferably, the screw fixing is a staple commercial product useable for a variety
of applications (rather than a screw fixing that is specifically designed for this
ventilated facade system); this allows the use of simple mass-produced screw fixings.
[0027] Each fire barrier panel has an interior facing fire barrier surface which lies against
a portion of the exterior facing major surface of the thermal insulation layer. This
greatly facilitates installation of the thermal insulation layer by avoiding the need
to either i) cut recesses to receive a fire propagation barrier out of a thermal insulation
layer which has been installed covering the entire area of the load bearing wall;
or ii) install the thermal insulation layer in a way in which recesses are provided
in the thermal insulation layer at positions at which it is anticipated that it will
be desired to arrange fire propagation barriers.
The exterior facing major surface of the thermal insulation layer is preferably a
continuous planar surface, notably formed by abutment of the plurality of adjacent,
contiguous thermal insulation panels. The continuous, planar surface need not, of
course, be perfectly planar or perfectly continuous and the term "continuous, planar
surface" as used herein indicates that this surface is sufficiently planar and sufficiently
continuous to be substantially without gaps and recesses.
[0028] The intumescent material of the open-state fire propagation barrier expands when
exposed to fire conditions, notably when exposed to heat. The intumescent material
may comprise intercalated graphite, mono-ammonium phosphates, or sodium silicate.
The intumescent material may be provided in the form of a strip of intumescent material,
and notably in the form of a strip of intumescent material which is secured to the
fire propagation barrier by a plurality of intumescent fixings, notably tacks, which
pass through the intumescent material into the fire barrier panel.
[0029] An embodiment of the invention will now be described, by way of example only, with
reference to the accompanying drawings, of which:
Fig 1 is a schematic cross section of a ventilated façade system;
Fig 2 is a schematic cross section taken along line 2-2 of Fig 1;
Fig 3 is a schematic cross section of a known arrangement for incorporating fire propagation
barriers in a ventilated facade structure;
Fig 4 is a schematic vertical cross section of a horizontally extending open-state
fire propagation barrier;
Fig 5 is a plan view of a fire barrier fixing;
Fig 6 is a plan view of an alternative fire barrier fixing;
Fig 7 is a perspective view of a washer; and
Fig 8 is a schematic horizontal cross section of a vertically extending closed-state
fire propagation barrier.
[0030] Fig 4 illustrates a portion of a ventilated façade structure of a building, for example
of the type described in relation to Fig 1 and Fig 2, comprising:
- i) in order from the interior to the exterior of the building: a load bearing wall
40; a plurality of thermal insulation panels secured to the a load bearing wall 40
which together make up a substantially continuous thermal insulation layer 41 secured
to and covering the load bearing wall; a ventilated air cavity 42 and a cladding layer
44; and
- ii) a mineral wool fire propagation barrier 47 provided across the air cavity 42.
[0031] The open-state fire propagation barrier 47 is secured in place by a plurality of
fire barrier fixings 60 spaced along its length. Fig 4 illustrates the open-state
fire propagation barrier 47 in its "open" configuration i.e. under ordinary conditions
of use in which it extends across a portion (i.e. across part but not all of) the
width Wc of the ventilated cavity (one preferred width Wc of the ventilated cavity
preferably being 50mm, and an alternative preferred width Wc being 100mm) with a ventilation
gap V (preferably 25 mm) being arranged between the fire propagation barrier 47 and
the cladding 44.
[0032] The open state fire propagation barrier 47 comprises:
- an interior facing fire barrier surface 48 which lies against a portion of the exterior
facing major surface of the thermal insulation layer 49; and
- an intumescent material 50 supported by the fire barrier panel, the intumescent material
being arranged to expand when subjected to fire conditions so as to cause the fire
propagation barrier to close the ventilation gap V and thus block ventilation of the
ventilated cavity.
[0033] The fire barrier fixing is a screw fixing 60 and is illustrated in Fig 5. It comprises:
- a shaft 63 which passes through the fire propagation barrier 47 and through the thermal
insulation layer 40;
- a head portion 62 at one end of the shaft which engages with the fire propagation
barrier with the help of a washer 64 (illustrated in Fig 7); and
- a threaded tip portion 61 at the other end of the shaft which engages with the load
bearing wall.
The screw fixing 60 of Fig 5 is intended for securing the fire propagation barrier
into a concrete load bearing wall. Fig 6 illustrates an alternative, self-drilling
screw fixing 60 intended for securing the fire propagation barrier into metal portions
of a load bearing wall, for example into a metal frame of a load bearing wall.
[0034] The screw fixings 60 of Fig 5 and Fig 6 are standard, multi-purpose commercially
available screw fixings; this facilitates supply and logistics. The same screw fixings
are preferable used to secure the open-state and the closed-state fire propagation
barriers.
[0035] Fig 8 shows a vertically extending closed-state fire propagation barrier 87 which
comprises a mineral wool fire barrier panel 46 which has an interior facing fire barrier
surface 48 which lies against a portion of the exterior facing major surface of the
thermal insulation layer 49, and an exterior facing fire barrier surface 88 which
lies against a portion of the cladding 44. The fire barrier panel 46 extends from
the interior facing fire barrier surface 48 across the air-filled cavity 42 to the
cladding layer 44 so as to block fluid circulation within the ventilated cavity under
ordinary conditions of use and under fire conditions. The fire propagation barrier
87 is secured in place by fire barrier fixings 60, each fire barrier fixing 60 having
a head portion 62 which engages with the closed-state fire propagation barrier via
an intermediate washer, a shaft portion 63 which passes through the mineral wool fire
barrier panel 46 and through the thermal insulation layer 41 and a tip portion 61
which engages with the load bearing wall 40. The head portion 62 of the fire barrier
fixings 60, and its associated washer, is housed within a fixing recess 89 of the
fire propagation barrier which is set back from the exterior facing fire barrier surface
88. In this way, contact between the closed-state fire propagation barrier 87 and
the cladding is unhindered by the fire barrier fixing 60.
List of reference numbers:
[0036]
- 10
- load bearing wall
- 11
- layer of thermal insulation
- 12
- ventilated air cavity
- 14
- cladding layer
- 15
- window opening
- 16
- load bearing floor
- 17
- fire propagation barrier
- 18
- air cavity compartment
- 30
- load bearing wall
- 31
- thermal insulation layer
- 32
- ventilated cavity
- 34
- cladding layer
- 37
- fire propagation barrier
- 38
- recess
- 40
- load bearing wall
- 41
- thermal insulation layer
- 42
- ventilated air cavity
- 44
- cladding layer
- 46
- fire barrier panel;
- 47
- open-state fire propagation barrier
- 48
- interior facing fire barrier surface
- 49
- exterior facing major surface of the thermal insulation layer
- 50
- intumescent material
- 60
- fire barrier fixing
- 61
- threaded tip portion
- 62
- head portion
- 63
- shaft
- 64
- washer
- 87
- closed-state fire propagation barrier
- 88
- exterior facing fire barrier surface
- 89
- fixing recess
- V
- ventilation gap
- Wc
- cavity width
1. A ventilated façade structure of a building comprising
i) in order:
- a load bearing wall;
- a thermal insulation layer, notably of mineral wool insulation;
- an air filled cavity; and
- a cladding layer;
in which the thermal insulation layer is provided by a plurality of adjacent, contiguous
thermal insulation panels each of which is secured to the load bearing wall, the thermal
insulation panels together providing i) an interior facing major surface of the thermal
insulation layer which faces the load bearing wall and ii) an exterior facing major
surface of the thermal insulation layer which faces the air filled cavity, with the
air filled cavity providing a ventilated cavity between the exterior facing major
surface of the thermal insulation layer and the cladding layer; and
ii) an open-state fire propagation barrier, notably an open-state mineral wool fire
propagation barrier, provided within the ventilated cavity, the open-state fire propagation
barrier being configured to allow ventilation of the ventilated cavity under ordinary
conditions of use and to block ventilation of the ventilated cavity under fire conditions;
wherein the open-state fire propagation barrier comprises:
a) a fire barrier panel, notably a mineral wool fire barrier panel, which has an interior
facing fire barrier surface which lies against a portion of the exterior facing major
surface of the thermal insulation layer, and in which the fire barrier panel extends
from the interior facing fire barrier surface across a portion of the air filled cavity
towards the cladding layer; and
b) an intumescent material supported by the fire barrier panel, the intumescent material
being arranged to expand when subjected to fire conditions so as to cause the fire
propagation barrier to block ventilation of the ventilated cavity; and wherein the
open-state fire propagation barrier is secured in place by one or more fire barrier
fixings, each fire barrier fixing having a portion which engages with the open-state
fire propagation barrier, a portion which passes through the thermal insulation layer
and a portion which engages with the load bearing wall.
2. A ventilated façade structure in accordance with any preceding claim,
in which the open-state fire barrier panel comprises a securing portion at which it
is secured to the layer of thermal insulation by the fire barrier fixing, and a carrying
portion, spaced from the securing portion, preferably arranged below the securing
portion, which carriers the intumescent material.
3. A ventilated façade structure in accordance with any preceding claim,
in which, under ordinary conditions of use, a ventilation gap of between 15mm and
35 mm is provided between the fire propagation barrier and the cladding layer and
in which, when the fire propagation barrier is subjected to fire conditions, expansion
of the intumescent material reduces the ventilation gap to less than 5mm, preferably
to less than 1mm and more preferably to 0 mm.
4. A ventilated façade structure in accordance with any preceding claim,
in which the intumescent material is provided in the form of a strip of intumescent
material, and notably in which the strip of intumescent material is secured to the
fire propagation barrier by a plurality of intumescent fixings, notably tacks, which
pass through the intumescent material into the fire barrier panel.
5. A ventilated façade structure in accordance with any preceding claim,
in which the ventilated façade structure further comprises a plurality of closed-state
fire propagation barriers, notably closed-state mineral wool fire propagation barriers,
wherein each of the closed-state fire propagation barriers comprises a fire barrier
panel, notably a mineral wool fire barrier panel, which has an interior facing fire
barrier surface which lies against a portion of the exterior facing major surface
of the thermal insulation layer, and an exterior facing fire barrier surface which
lies against a portion of the cladding and in which the fire barrier panel extends
from the interior facing fire barrier surface across the air filled cavity to the
cladding layer so as to block fluid circulation within the ventilated cavity under
ordinary conditions of use and under fire conditions;
and wherein each closed-state fire propagation barrier is secured in place by a fire
barrier fixing, each fire barrier fixing having a portion which engages with the closed-state
fire propagation barrier, a portion which passes through the thermal insulation layer
and a portion which engages with the load bearing wall, and preferably in which each
closed-state fire propagation barrier comprises a fixing recess which is set back
from the exterior facing fire barrier surface which lies against a portion of the
cladding and in which the fire barrier fixing comprises a head which is arranged within
the fixing recess.
6. A ventilated façade structure in accordance with claim 5, in which each closed-state
fire propagation barrier is arranged vertically in the air filled cavity.
7. A ventilated façade structure in accordance with any preceding claim,
in which the open-state fire propagation barrier is arranged horizontally in the air
filled cavity
notably a ventilated façade structure in accordance with claim 5, in which
- each closed-state fire propagation barrier is arranged vertically in the air filled
cavity,
- each open-state fire propagation barrier is arranged horizontally in the air filled
cavity, and
- the closed-state and open-state fire propagation barriers together form discrete
cavity compartments with fire propagation between the discrete cavity compartments
being prevented or restrained by the fire propagation barriers .
8. A ventilated façade structure in accordance with any preceding claim,
in which the exterior facing major surface of the thermal insulation layer is a continuous
planar surface
and in which each interior facing fire barrier surface lies against a portion of the
continuous planar exterior facing major surface of the thermal insulation layer.
9. A ventilated façade structure in accordance with any preceding claim,
in which the fire barrier fixing consists of a screw fixing, the screw fixing comprising
a shaft having a head portion at one end and a tip portion at the other end,
and in which
- the head portion engages with the fire barrier panel, preferably in cooperation
with a washer
- the shaft passes through the fire barrier panel and through the thermal insulating
layer, and
- the tip portion engages with the load bearing wall.
10. A ventilated façade structure in accordance with any preceding claim,
in which the layer of thermal insulation comprises mineral wool insulation, notably
mineral wool insulation having a density in the range 30 kg/m3 to 70 kg/m3, preferably mineral wool insulation having a density in the range 40 kg/m3 to 60 kg/m3.
11. A ventilated façade structure in accordance with any preceding claim,
in which the fire barrier panel comprises mineral wool insulation, notably mineral
wool insulation having a density in the range 120 kg/m3 to 200 kg/m3, preferably mineral wool insulation having a density in the range 140 kg/m3 to 180 kg/m3.
12. A ventilated façade structure in accordance with any preceding claim,
in which each fire protection barrier is provided by a plurality of adjoining fire
protection barrier sections, notably in which each fire protection barrier section
has a length within the range 0.8m to 1.4m long, preferably in which each fire barrier
section is secured in place by between two and five fire barrier fixing, more preferably
in which each fire protection barrier section has a length within the range 1.1 m
to 1.3m long and is secured in place by three fire barrier fixings.
13. A ventilated façade structure in accordance with any preceding claim,
in which the fire propagation barrier has a height H which is ≥ 80 mm, notably a height
H which is ≥ 180 mm.
14. A building provided with a ventilated façade structure in accordance with any of claims
1 to 13.
15. A method of constructing a ventilated façade structure of a building in accordance
with any of claims 1 to 13, wherein the method comprises abutting each of the fire
propagation barriers against a continuous planar exterior facing major surface the
thermal insulation layer without providing a recess in the exterior facing major surface
the thermal insulation layer for receiving the fire propagation barrier.