After only six years of service, a 6-foot long narrow piece of concrete spalled off an exposed slab edge of a 680-foot tall high-rise in Texas, and fell 160 feet to the podium below. The spall was attributed to premature corrosion at the drip edge. The building featured approximately 9,200 feet of exposed slab edge over its height. Given the potential risk to safety and property of additional concrete spalls, the Owner requested forensic investigations, which (1) identified other areas with signs of similar distress and (2) determined the underlying problem of low reinforcement cover at the drip edge was pervasive. In response, repair options were developed to address the problem and restore intended durability. Given the building height, difficult exterior-only access, downtown environment, and post-tensioning anchors along the slab edge, the repair design and construction both had unique challenges to consider and overcome.
This update includes fall protection requirements for low slope roofs, façade access, and ladders as well as a timeline for compliance. This seminar not only addresses the recent 2017 updates to 29 CFR Part 1910 General Industry, but is an overview of all fall protection standards found in both Part 1910 for General Industry and Part 1926 Construction. The components of a Comprehensive Managed Fall Protection Program are also presented as well as specific requirements for the fall protection options available. Because many in the industry either do not understand the standards, are unaware of the available OSHA interpretations, or prefer not to spend money training their employees, misinformation is being spread. This seminar provides the truth about the required implementation of the updated fall protection standards and the standards that remain in place.
The demonstration will include historical products and processes used for repair of tilt-up wall and precast concrete structures, new technology developments, proper material selection, and application methods.
Selection of the most appropriate, professional tools for the setting of foam backer rod at the correct, consistent depth, without puncturing the skin, is the first step in creating a sealant joint that is long lasting and meets sealant manufacturer specifications. Next is the selection of the optimal sealant dispenser and nozzle. The size and orientation of the joint and the viscosity of the specified sealant will guide an installer to the most efficient drive, material containment unit (MCU) and nozzle for the application. Lastly, the selection of the most appropriate caulk finishing spatula and the technique employed are critical for the sealant to adhere and perform to specification.
This session will explore the differences between bonded and unbonded topping slabs, discuss materials- and installation-related causes of failures, and provide guidelines to properly implement each type of topping slab.
This demonstration will review ICRI surface preparation guideline and material requirements, mixing, application protocol and product merits for achieving an ultra-smooth surface renovation.
This webinar will discuss the keys to proper surface preparation including establishing the appropriate level of surface profile, evaluating the concrete substrate and the material being installed to determine the correct level of preparation as well as the correct methods and tools to achieve that level.