By: Lani Walker
For the junior year structures class at SIUC,
teams of two constructed a concrete structure from a bag of Quickrete and various other
materials. The constraints of the
project were the following requirements; Using no more than one - 40# bag of Quickrete
(4000 psi), groups are to construct a cast concrete rigid frame monolithic
structural unit that will conform to the configuration required with the
cantilever of 18 inches and clear span of 30 inches and clearances of 4 inches
anywhere below the spanning structure.
Live Loads will include 8 – 5.5# modular units at end of cantilever and
16-5.5# modular units at center of main span.
The structural unit is to be 50 inches minimum overall length. Units weighing more than 46 pounds will be
disqualified.
To begin, I sketched out some different trials
of structures and calculated their capacity to hold the required loads. After several trials and errors, I found a
design that I believed would meet all the requirements and could withstand the
concentrated load and the uniform load.
To begin making the formwork, I purchased ½” black foamcore and duct
tape to line the formwork. It took
almost four hours to measure and cut all the pieces for the formwork and glue
them together with a hot glue gun. Once
the formwork was constructed, I lined it with duct tape so that the concrete
mix would not stick to the formwork. Other
groups tried lining their formwork with saran wrap or spraying it with pam. I am unsure if those projects were
successful, but I had tried the duct tape once before so I was confident it
would work. After I made the form, it
was time to form the rows of 19 gauge galvanized steel wire (20 pound safe
load) which would act like rebar in the concrete structure. I cut strips of wire to stretch the entire
length of the concrete structure for both sides, and strips of wire which would
be inside of the columns. For each strip
of wire, I cut multiple strips of wire at the same length so that I could wrap
them together. Using a battery powered
drill (and some major help from my father!) I put five strips of equal length
wire together and turned on the drill to wrap the wires together tightly. After doing this for each section that needed
wire, all of the materials were ready to take to school the next morning (when
the project would begin).
The next morning, our class met at 9am to begin
mixing and pouring out concrete structures.
We found it was so difficult to mix the entire bag of Quickrete with
water in the cylindrical shaped bucket we had brought. After we mixed the concrete with water, we
did a slump test to insure we had the correct ratio of water to concrete
mix. Once we were sure it was correct,
we poured the concrete into the foamwork and hurried to place the 19 gauge wire
strips and the 6-32 12 inch threaded plated steel rods into the concrete in the
locations in which I decided needed the most reinforcements (from the prior
calculations I had done). After that, it
was time to cover the formwork with a tarp to allow the structure to cure.
After about a week, our class went outside to
remove the formwork from our new concrete structures and test them! Each structure was weighed, to insure none of
them went over the maximum weight limit of 46 pounds. I was very relieved that my structure passed
all the preliminary tests of length measurements (18 inch cantilever and 50
inch minimum overall length) and weight limit.
Then, it was time for the load testing.
We loaded our structure with the ‘Live Load’ of 8 (qty) 5.5# modular
units at end of cantilever and ‘Dead Load’ of 16 (qty) 5.5# modular units at
center of main span. Our structure
withheld all the weight loads! I was so
relieved and so proud of myself for everything that I had learned through the
course of this project. I had to do many
calculations and trials with the design of the structure and the formwork to
make the project successful. I am not
sure how many schools of architecture get the opportunity to do a project like
this, but I can assure you that it was one of the best learning experiences I
had at Southern Illinois University Carbondale.
Concrete Project and Testing, Photo by Author
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