In the United States, concrete masonry units (which are also
referred to as concrete block, cement block and foundation block) is a large,
rectangular brick used in construction. These building blocks are made from
concrete. The concrete is typically composed of Portland cement and aggregate,
usually sand and fine gravel in high-density block. Lower density block may use
aggregates that include industrial wastes, such as fly ash or cinders. From the
historical use of such materials the term “cinder block” arose.
The building and construction world were largely devoid of
materials testing and code as we know them today. As the threat of fire
influenced the drive toward “fire proof” construction, and large cities created
code to protect life and property, the focus tended to be toward commercial,
institutional and industrial construction. The realm of residential
construction where concrete block was born was largely unregulated. Most
testing was performed by the owners of proprietary products and systems as a
part of their marketing strategy. Nevertheless, testing and standards
(discussed later) evolved in the process.
Like most advances in technology, invention and creativity
was driven by a profit motive. Foundations were typically constructed of stone,
and built by stone masons. While the materials used were typically those
indigenous to the region, few areas offered stone that was easily workable in a
building capacity. From the granite boulders used in Boston cellars, to the
bluestone used in the basements of Schenectady, working with stone is a
laborious process performed by skilled men. Compare that to a similar tradesman
of the late nineteenth century, the bricklayer. It is no coincidence that the
International Union of Bricklayers and Allied Craftworkers provides separate
designations for members who perform stone masonry and those who lay brick; and
the bricklayers also lay the block.
Bricklayers erect masonry walls using relatively standard
materials that are uniform in size. Brick manufacturing, by comparison to the
quarrying and dressing of stone, is a relatively simple (and mobile) operation.
Once the brick are ready for installation, little more must be done but to lay
the brick level and straight between two plumb points. Block work on the same
principles, but with much larger units. Foundation walls, for example, can be
laid up rapidly, with much less labor and material, and conform with the ideals
of standardized, modular construction that were firming up in the latter part
of the nineteenth century. It is also easier to teach apprentices to lay brick
and block than it easy to train stone masons.
Several companies, including Sears Roebuck and Montgomery Ward,
sold machines that allowed the “average man” to make his own block. In essence,
the machine was a stand with a form that the block material was packed into. A
wide variety of shapes and sizes were available; one of the more popular plates
allowed for the creation of ‘rock faced’ block that created the illusion of
stone. The use of aggregate was wide and varied, and allowed for the use of
cinders, giving rise to the term “cinder block.” Manuals instructed block
makers to use greater portions of Portland cement toward the outer face of the
block which would be exposed to the elements. Such a lack of standards often
back fired, with negative consequences.
At this time, Sears and others were marketing kit homes in
the United States. These machines, and the blocks they produced, became
integral parts of many home packages. In fact, many kits were sold to make
entire block houses. Many extant structures are still found from the turn of
the century. Many homes and buildings (including a church in Hudson, NY, with a
block arch) were erected with this system. An example that was proffered as an
early successful use of the technology was the Allen G. Thurman house (ca.
1885) in Columbus, Ohio.
In addition to the materials used in manufacturing, the
curing process was critical to the creation of good blocks. Only 50% strength
was achieved after a week of curing, and a mere 65% at 30 days, yet testing
took place at 28 days, as that was the approximate time in which they would be
used. 95% strength is achieved after 6 months, and 100% was predicted at one
year. The earliest testing methods were simple but effective.
The test of transverse strength measured the modulus of
rupture on three blocks at 28 days. The average required was 150 pounds, with
no single unit failing below 100 pounds. The compression test required an
average strength of 1000 psi between the three units tested, with no single
unit failing below 700 psi. The absorption test was calculated by measuring the
percentage of absorption (weight of water absorbed, divided the weight of the
dry sample.) The test was deemed a failure if the average absorption exceeded
15% or any single unit exceeded 22%. Later testing for freezing and against
extreme heat was introduced, varying somewhat wider than the three relatively
standard tests described.
The introduction of Portland cement in US building and
trades after 1872 spurred technological advances in masonry greater than any
the trade had seen in its millennia of history. That’s not as grand a claim as
it might first appear when one considers how relatively similar masonry
practices and materials remained up until the nineteenth century. Portland
cement allowed for the creation of concrete, cement-based mortars and concrete
block; these were masonry’s contributions to building technology as iron and steel allowed structures
to grow taller and larger than ever before.
BIBLIOGRAPHY
“Cinder block fire test,” Concrete. Vol. 21, No. 1,
pp. 123-5. New York, 1922.
Concrete masonry unit,
http://en.wikipedia.org/wiki/Concrete_masonry_unit
“Practical concrete block making,” by Charles Palliser,
Industrial Publications Company. New York, 1908.
Concrete block,
http://www.madehow.com/Volume-3/Concrete-Block.html
“Hollow concrete block building
construction,” by Spencer Baird Newberry, Cement and Engineering News. Chicago,
1905.
Thats pretty ridiculous... 100 pounds???? Thats insane amounts of concrete.
ReplyDelete-Adam Ahmed
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I think the 100 lbs was referring to the modulus of rupture
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