Description: This 44-page guide describes connections popular in tilt-up building. It comprises layout tables and 28 viewpoint drawings of info among wall panels and starting place, flooring, adjoining wall panels, and roof. in response to information bought from engineering workplaces skilled in tilt-up layout and from a literature assessment. Connection components reminiscent of normal bolts, high-strength bolts, threaded inserts, enlargement inserts, embedments, welding, dowels, grout, and bearing pads are discussed.
Presents the main conventional connections for tilt-up partitions.
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Additional resources for Connections for tilt-up wall construction
In this connection, wall panels are connected continuously by means of continuous reinforcement. Reirrforcement is mechanically anchored to the center onethird of the panel. The outer one-third of the top chord of reinforcement is unbended by encasement in cardboard or plastic sleeves. A recessed pocket is provided to allow weldment of an angle to reinforcement in adjacent wall panels, thus forming the continuous chord. This detail is commonly used with wood roof systems. Advmrtagex Fabrication and erection are simple.
Conneclicmsfor Precast Prestressed Concrete Buildings Including Earthquake Resistance, Prestressed Concrete Institute, 1982. 3. , Prestressed Concrete Institute, Chicago, 1985. 4, ACI Committee 318,Building Code Requirements for Reinforced Concrete, American Concrete Institute, Detroit, 1983. 5. Clark, C. , “Development of Tilt-Up Construction,” Journal of the American Concrete Institule, vol. 44, no, 9, May 1948, 6. , “Monolithic Concrete Wall Building— Methods, Construction, and Cost,” Proceedings of the American Concrete Institute, vol.
Dkadvantages: Fabrication of the composite ledger requires additional effort. Welding in the up-hand position may be required. Consolidation of concrete near embedment plate may be difficult. Advantages Fabrication and erection are simple. Steel embedment allows large construction tolerances. Disadvantages: Bearing-type bolted connection requires tight tolerances. Consolidation of concrete around embedment may be difficult. Exposed steel may require fireproofing. Restraints Primary F,, F, Secondary: FZ Primary: F,, F3 Secondary F1 27 WALL PANELTO ROOF CONNECTIONS Precast Double Tee Roof/Precast Beam/Wall Connections In this connection, a precast concrete beam spans between adjacent reinforced concrete columns, The beam provides vertical support for a double-tee roof system.