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Case Study-Based Challenges of Quality Concrete Finishing for Architecturally Complex Structures
Authors:Juan D Manrique  Mohamed Al-Hussein  Avi Telyas  Geoff Funston
Affiliation:1MSc Student and Research Assistant, Dept. of Civil and Environmental Engineering, Hole School of Construction, 1-080 Markin/CNRL Natural Resources Engineering Facility, The Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail: jdm19@ualberta.ca
2Assistant Professor, Dept. of Civil and Environmental Engineering, Hole School of Construction, 3-011 Markin/CNRL Natural Resources Engineering Facility, The Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail: malhussein@ualberta.ca
3President, Seaview LLC Development Corp., General Builder and Contractor, Old Westbury, NY 11568. E-mail: avi@seaviewcorp.com
4Construction Manager, Seaview Development Corp. LLC Corp., Old Westbury, NY 11568. E-mail: geoff@seaviewcorp.com
Abstract:This paper focuses on the procedure utilized in the construction of tilt-up irregular concrete panels that are constructed on-site using concrete slabs and wooden formwork. The case study required high-quality concrete finishing. The erection and installation procedure called for a maximum panel-to-panel joint tolerance of 1.27?cm (0.5?in.), often 90° joints between panels. To meet precision requirements, the casting slabs were leveled and flattened with laser screed technology and smoothed with chemical solutions. To ensure that the final result met expectations, a mock-up model was built using different types of materials and to simulate site constraints. The architectural design is a composition of precast concrete panels like “Lego” pieces assembled similarly to a jigsaw puzzle. The unique construction process required a state-of-the-art analysis to produce the set quality. Quality conditions as set by the owner included creating a smooth concrete surface on all panels while avoiding damages and reducing equipment and material costs. The proposed methodology is described through its implementation on the case study, which is also described in this paper.
Keywords:Concrete slabs  Panels  Bonding strength  Concrete  reinforced  Buildings  residential  Connections  
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