Launch Slideshow

Wayne Brothers Inc. built freestanding cores/shear walls for the new science and technology building at Fayetteville State University in Fayetteville, N.C., using self-consolidating concrete.

Pouring from the Bottom-Up with SCC

Pouring from the Bottom-Up with SCC

  • Wayne Brothers Inc. built freestanding cores/shear walls for the new science and technology building at Fayetteville State University in Fayetteville, N.C., using self-consolidating concrete.

    http://www.concreteconstruction.net/Images/tmp6580%2Etmp_tcm45-1207042.jpg

    Wayne Brothers Inc. built freestanding cores/shear walls for the new science and technology building at Fayetteville State University in Fayetteville, N.C., using self-consolidating concrete.

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    Wayne Brothers Inc.

    Wayne Brothers Inc. built freestanding cores/shear walls for the new science and technology building at Fayetteville State University in Fayetteville, N.C., using self-consolidating concrete.

  • The shear walls are 85 ft. tall and have architectural concrete requirements due to their permanent exposure to public view on the outside of the buildings facade.

    http://www.concreteconstruction.net/Images/tmp6581%2Etmp_tcm45-1207050.jpg

    The shear walls are 85 ft. tall and have architectural concrete requirements due to their permanent exposure to public view on the outside of the buildings facade.

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    Wayne Brothers Inc.

    The shear walls are 85 ft. tall and have architectural concrete requirements due to their permanent exposure to public view on the outside of the building’s facade.

  • The self-climbing forms were built to accommodate full liquid head for each lift.

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    The self-climbing forms were built to accommodate full liquid head for each lift.

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    Wayne Brothers Inc.

    The self-climbing forms were built to accommodate full liquid head for each lift.

  • The SCC was pumped into a port near the bottom of the forms.

    http://www.concreteconstruction.net/Images/tmp6583%2Etmp_tcm45-1207066.jpg

    The SCC was pumped into a port near the bottom of the forms.

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    Wayne Brothers Inc.

    The SCC was pumped into a port near the bottom of the forms.

  • Scaffolding followed the ascent of the formwork.

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    Scaffolding followed the ascent of the formwork.

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    Wayne Brothers Inc.

    Scaffolding followed the ascent of the formwork.

  • Shear walls were poured in four to five lifts ranging from 14 to 16 ft. in height.

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    Shear walls were poured in four to five lifts ranging from 14 to 16 ft. in height.

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    Wayne Brothers Inc.

    Shear walls were poured in four to five lifts ranging from 14 to 16 ft. in height.

  • With SCC pumped in from the bottom, smooth finished surfaces were achieved.

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    With SCC pumped in from the bottom, smooth finished surfaces were achieved.

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    Wayne Brothers Inc.

    With SCC pumped in from the bottom, smooth finished surfaces were achieved.

  • The freestanding shear walls continue their climb.

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    The freestanding shear walls continue their climb.

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    Wayne Brothers Inc.

    The freestanding shear walls continue their climb.

  • High-quality form panels were needed to get the required surfaces.

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    High-quality form panels were needed to get the required surfaces.

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    Wayne Brothers Inc.

    High-quality form panels were needed to get the required surfaces.

  • The structural steel building was built around the completed shear walls.

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    The structural steel building was built around the completed shear walls.

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    Wayne Brothers Inc.

    The structural steel building was built around the completed shear walls.

  • With the force of the concrete rising in the formwork and rolling up the face of the formwork, air voids are forced out and virtually no air voids are visible on the face of the concrete once the forms are stripped.

    http://www.concreteconstruction.net/Images/tmp658A%2Etmp_tcm45-1207122.jpg

    With the force of the concrete rising in the formwork and rolling up the face of the formwork, air voids are forced out and virtually no air voids are visible on the face of the concrete once the forms are stripped.

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    Wayne Brothers Inc.

    With the force of the concrete rising in the formwork and rolling up the face of the formwork, air voids are forced out and virtually no air voids are visible on the face of the concrete once the forms are stripped.

  • Along with the increased quality, SCC also allows for reduction in concrete placement efforts.

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    Along with the increased quality, SCC also allows for reduction in concrete placement efforts.

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    Wayne Brothers Inc.

    Along with the increased quality, SCC also allows for reduction in concrete placement efforts.

Over the last several years, Wayne Brothers Inc., Kannapolis, N.C., has used self-consolidating concrete (SCC) technology on many of its complex, fast-paced projects. Most recently, the company used SCC to construct six freestanding shear walls at Fayetteville State University (FSU) in Fayetteville, N.C. FSU is building a new science and technology building to support their rapid growth in new student enrollment.

The shear walls on the building towered to a height of approximately 85 feet and had architectural concrete requirements due to their permanent exposure to public view on the outside of the building’s facade. Wayne Brothers used a climbing formwork system to form and pour each shear wall in four to five lifts ranging from 14 to 16 feet in height. SCC was placed into the formwork through a port in the bottom of the formwork. When designing the formwork system, full liquid head pressures were allowed in order to support the bottom-up pumping method.

When pumping SCC from the bottom up, the concrete forms are rapidly filled to the final pour height without any delay or temporary stoppage of concrete placement. With the force of the concrete rising in the formwork and rolling up the face of the formwork, air voids are forced out and virtually no air voids are visible on the face of the concrete once the forms are stripped. Along with the increase in quality, SCC also allows for reduction in concrete placement efforts.

Wayne Brothers’s scope of work on the FSU project consisted also of foundations and foundation walls. The crew’s work began in late 2011 and finished in early 2012.

With the combination of SCC and high-quality form facing, the efforts put forth by Wayne Brothers resulted in high-quality architectural finishes that will be seen for years to come.

Learn more about Wayne Brothers.

Daniel Wayne is the project manager at Wayne Brothers Inc., Kannapolis, N.C.