Formwork for Concrete Structures by R.L.Peurifoy and G.D- By EasyEngineering.net

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Downloaded From : www.EasyEngineering.netFlying Deck Forms 457FIGURE 17-7 Representative concrete sections constructed with fl ying forms.(Source: Form-Eze Systems, Inc.)ww.EasyEngineering.nFigure 17-8 illustrates a deck form that permits the use of metal,plywood, or fiberglass pans and pan joist systems for concrete floorslabs. The pans remain on the flying deck forms and are flown intactwith the deck forms to the next higher floor level. A large variety oftypes and sizes of pans is available, as presented in Chapter 12.Figure 17-9 illustrates one method of joining two modules withthe framing installed to cast a concrete beam with the concrete slab.This forming system is used when casting a large beam or girder.Figure 17-10 illustrates a form arrangement that can be used to casta concrete spandrel beam.FIGURE 17-8 Representative members of a flying form assembly for a pan-joistconcrete slab. (Source: Form-Eze Systems, Inc.)Downloaded From : www.EasyEngineering.net
458 Chapter SeventeenDownloaded From : www.EasyEngineering.netww.EasyEngineering.nFIGURE 17-9 Representative details for casting a concrete beam in a slabusing fl ying forms. (Source: Form-Eze Systems, Inc.)Up & downturned spandrel(poured monolithically with slab)TurnbuckleCleatMetal fillerWire “nail down”snaptie2" × 4"sFIGURE 17-10 Details of forming a concrete slab with a spandrel beam.(Source: Form-Eze Systems, Inc.)Downloaded From : www.EasyEngineering.net
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120 Chapter FiveExample 5-12Class I
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Formwork for Concrete Structures by R.L.Peurifoy and G.D- By EasyEngineering.net

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