-
Momentum
It
is the horizontal component of the energy of a raindrop
falling at an angle toward the face of a building. Momentum
is easily neutralized by applying a cover to each joint
in the wall.
-
Surface
tension
It
causes water to adhere to the underside of a cladding component,
it can allow water to be drawn into the building. The provision
of a simple ‘drip’ on any underside surface to which water
might adhere will eliminate the problem.
-
Capillary
action
It
is the surface tension effect that pulls water through any
opening that can be bridged by a water drop. This action
can be eliminated by providing a concealed ‘capillary break’
somewhere inside the opening.
-
Wind
currents
The
generic solution to the wind current problem is to let wind
pressure differences between the outside and inside of the
cladding neutralize themselves through a concept know as
the rainscreen principle.

5.
Sealant Joints in Cladding
All
cladding systems require sealant joints. The role of a sealant
is to fill the joints between cladding components, preventing
the flow of air and/or water, while still allowing reasonable
dimensional tolerances for assembly and reasonable amounts
of subsequent movement between the components.
Sealants
are typically used to seal joints between panels of stone
or precast concrete in a curtain wall, to seal the joint beneath
the shelf angle in a brick curtain wall, and to seal joints
between dissimilar materials, such as where a metal and glass
curtain wall ends against a masonry wall.
5.1
Sealant Joint Design
The
time of year when the sealant is to be installed must be taken
into account when specifying the size of the joint and the
type of sealant.
In
cold weather - sealant will have to stretch very little
during its lifetime but will have to compress a great deal
in summer.
In
hot weather - as the materials around it expand and crowd
together. Sealant will have to compress very little but
will be greatly stretched in winter.

6.
Curtain Wall
Curtain
wall is an exterior cladding supported at each story by the
steel frame, rather than bearing its own load to the foundations.
The principal advantage of the curtain wall is that because
it bears no vertical load, it can be thin and lightweight
regardless of the height of the building.
The
name of "curtain wall" derives from the idea that the wall
is thin and "hangs" like a curtain on the structural frame.
The walls are supported from the bottom at each floor level.
The
curtain wall must fullfil the same functional requirements
as any other system of external walling. The main problem
in the design of curtain walls lies in the framework which
holds the panels and it is normally metal or timber. Curtain
wall may be faced outside with any non-combustible material
suitable for exposure to the weather. It can be constructed
in place or prefabricated.
6.1
Connection
Their
fixing must be designed accordingly. Fixings should be of
stainless steel or non-ferrous metal and so designed, that
should one fail the remaining fixings are capable of taking
all the loading on the walling. This provides a margin of
safety and prevents progressive failure of a number of fixings.
Fixing
devices must be capable of adjustment in any direction to
provide for inaccuracies in the structural surfaces to which
the framing is attached. Cast-in anchor channels are commonly
used in concrete frames to provide the horizontal adjustment.
Fixing
to steel frames is to plates welded to the steelwork at the
required fixing points. Bolt holes should be slotted and packing
pieces or shims used to provide for movement and adjustment.
Plastic washers should be interposed between adjacent surfaces
to allow adequate tension in the bolts combined with sufficient
reduction in friction to permit differential movement.