However, workers set the concrete forms (
cinder blocks) only eight inches high and sixteen inches wide (approx. one
square foot) at a time.
The workers repeat this process over, and over, and then; using this extremely expensive and
time consuming method of setting concrete forms, after enough blocks are laid, the
cinder block forms are finally ready for the pouring of concrete.
However, once the
cinder blocks are laid and the cores filled with concrete, there is still no wall framing in place for the attachment of wall board or other wall coverings and to accommodate the placement of
electrical wiring and other utilities; nor is there any
thermal insulation in place.
These separate operations are very
time consuming and greatly increases construction costs.
In this manner a cinder block wall is constructed; but to achieve a cinder block wall that is both level and plumb, a great deal of skill and time is required.
The time and skill required to construct a cinder block wall raises construction costs.
Another problem with cinder block walls is that in their unfinished state they do not present a very pleasant appearance and therefore require finishing.
The finishing of a cinder block wall requires considerable time and skill and adds substantial costs to wall construction.
Another problem associated with applying exterior finishes to cinder block walls is that it is extremely difficult to attach siding materials such as wood siding,
vinyl siding,
metal siding, and other sidings to the hard surface of cinder blocks.
The attachment of these siding materials is both
time consuming and adds considerable costs to wall construction.
This installation of wall framing is time consuming and also adds to the cost of wall construction.
The placement of
rebar and the pouring of concrete into the cores of cinder blocks adds considerable costs to wall construction and in many cases does not accomplish the desired structural effect due to the fact that the concrete often “honey cones” when poured into the cores of the cinder blocks.
Another problem with poured cinder block wall construction is the fact that a wall is as strong as its weakest point and the weakest point of poured cinder block walls are the mortar joints and the webs and end walls of the cinder blocks themselves.
The honey coning and weak mortar joints and webs of poured cinder block wall construction are inherent weaknesses that renders poured cinder block wall construction structurally inferior to traditionally “formed”
reinforced concrete wall construction.
Structurally inferior poured cinder block walls are especially susceptible to wind loads from hurricane and
tornado force winds when compared to traditionally formed
reinforced concrete wall construction.
While this
grout may help prevent honey coning and voids in the cinder block cores, it does not solve the problem of the structural
weakness of the cinder block mortar joints, webs, and end walls, and does little to improve
structural load factors involving hurricane and
tornado force winds.
Some have omitted erecting interior framing and elected to “glue” the wall board directly to the interior of the cinder block wall, however, when wall board is glued directly to the cinder blocks there is no space provided between the wall board and cinder blocks for the placement of thermal insulation or the placement of
electrical wiring and other utilities.