New brickwork support bracket with greatly improved thermal heat
transfer characteristics
HALFEN HK5 Anchors have higher load capacities and require less
steel than its predecessor.
Brickwork façades are aesthetically appealing and cost-effective;
this type of façade is durable and offers long-term protection
against noise, heat and cold, and effect of weather: This is the
reason that this type of façade is still in demand for new build
and regeneration projects. HALFEN Bracket supports ensure permanent
and safe brick façades; they are used to support the weight of
brickwork renders and transfer the load into the main support
structure.
Lower heat transfer than ever before
Brickwork supports penetrate the insulation and cause localised
thermal bridging. The improved HK5 support bracket can now
significantly reduce the effect of thermal bridging. Its optimised
shape means less steel is required, especially, where it is
critical: When HK5 penetrates the insulation of the building. The
HK5 Bracket support takes full advantage of Lean duplex, a class
III corrosion resistance stainless steel. The new design and
selective choice of materials means HK5 achieves expert report
certified top chi values. These values are made available in a
user-friendly table for easy use. Further chi values for custom
wall design or special insulation materials are available on
request. This helps to reduce insulation thickness and therefore to
increase the usable floor space.
Increased load capacities – lower costs
Increased load classes of 4.0 kN, 8.0 kN and 12.0 kN instead of 3.5
kN, 7.0 kN and 10.5 kN (HK4) also has a positive effect on the
number of brackets required. Fewer brackets means reduced
installation time, lower transportation costs, less on site storage
space is necessary and reduces the number of thermal bridges. The
HK5 Bracket support therefore makes an important contribution to
energy efficiency and cost savings.
Easy on-site installation
The reduced steel surfaces of the HK5 Bracket support means it
weighs less than its predecessor. This facilitates on-site
handling. Apart from that, the HK5 retains all the proven
advantages of the HALFEN bracket supports. The freely adjustable
height using a slotted bracket and the horizontal adjustability are
ideally suited to compensate structural tolerances or installation
inaccuracies. The system also ensures optimum load distribution
into the main structure. The slender design and angle in the
bracket ensure maximum stability. The load capacities have been
type-test certified and the bracket head is building authority
approved.
The new, certified HK5 Bracket support system with its significant
improvements in shape, thermal loss coefficients and load
capacities, permit builders to build more economical and to comply
with energy efficiency standards more easily.
HK5-U
The HK5-U brickwork support system is an individual support bracket
with a continuous web plate and support plate.
Attaching the adjustable HK5-U brickwork support brackets on the
cast-in HTA-CE Halfen Channels or approved HALFEN Dowels guarantees
an installation-friendly, economic and secure construction. The
listed load capacities refer to anchoring in concrete ≥ C20/25.
Individual support bracket
HK5-UV
HK5-UT
HK5-W
HK5-WV
HK5-U with suspension loop
HK5-S
HK5-SV
Angle support bracket
HK4-G
HK5-F
HK5-FV
HK5-FR
HK5-FRL
HK5-P
HK5-PV
Bracing of brick cladding at low heights, for example above window
openings, allow greater distances between the support brackets.
Materials:
L4: steel of the corrosion resistance class III
according to Z-30.3-6, or EN 1993-1-4: 2006, Table A.1, Line 3,
(Group 1.4062, 1.4162, 1.4362…). A4: steel of the corrosion resistance class III
according to Z-30.3-6, or EN 1993-1-4: 2006, Table A.1, Line 3,
(Group 1.4404, 1.4571…). A2: steel of the corrosion resistance class II
according to Z-30.3-6, or EN 1993-1-4: 2006, Table A.1, Line 2,
(Group 1.4301, 1.4311, 1.4307…). HCR: steel of the corrosion resistance class IV
according to Z-30.3-6, or EN 1993-1-4: 2006, Table A.1, Line 4,
(Group 1.4439, 1.4462…).
KW and KWL Bolt-on angles
The KWL and KW angle brackets provide a simple alternative for
supporting continuous wall areas. The KW and KWL angle brackets are
used when the support structure is intended to remain visible from
below but the air gap and the thermal insulation to be concealed.
KM Grout-in brackets
The support brackets are suitable for supporting brick cladding
that is constructed on the face of existing buildings. This
involves a first step of cutting or drilling sufficiently deep
recesses into the existing brickwork, using cutting equipment or a
core drill. Then
the support brackets have to be set in mortar in these recesses.
Only cement mortar of group III should be used for this purpose.
The intermediate supporting angles are put in place loosely. The
height of the brick cladding supported by the brackets cannot
exceed 3.00 m.
Load level of the KM grout-in brackets: perm. FV= 3.0 kN
(FRd = 4.0 kN). It may be necessary to perform
calculation checks regarding the further load transfer from the
brickwork into other parts of the building. Minimum compressive
strength of the existing brickwork must be ≥ 0.5 MN/m2
with a wall thickness of at least ≥ 24 cm. Note: If the compressive
strength of the brickwork is higher, it is also possible to support
greater weights of brickwork, i.e. panels up to approx. 6 m high.
HAV Parapet support brackets
Flat roof slabs constructed in reinforced concrete are subject to
particular loads from changes in temperature. The resulting
longitudinal changes of the roof structure are accommodated by
sliding bearings between slab and supporting structure. When brick
cladding is attached to the parapet, these longitudinal movements
would lead to cracks in the brick cladding. For this reason it is
necessary to separate the cladding from the parapet. The HAV
parapet support bracket achieves this purpose. The brick cladding
is fixed to the parapet support bracket using wall tie anchors. A
suitable fixing for the parapet support brackets is in HALFEN
channels that have been included in the casting of the ring beam.
This means that any movement of the roof slab does not affect the
brick cladding.