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

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ww.EasyEngineering.n268 Chapter NineDownloaded From : www.EasyEngineering.netFigure 9-36 illustrates forming details for walls with haunchesand of three-way walls.FIGURE 9-36 Details for forming walls with haunches and three-way walls. (Source:Dayton Superior Corporation)Downloaded From : www.EasyEngineering.net
Downloaded From : www.EasyEngineering.netForms for Walls 269FIGURE 9-37Corporation)Forming assembly to provide a brick ledge. (Source: Dayton Superiorww.EasyEngineering.nForms for a Concrete Wall Requiring a Ledge for BrickBrick ledges may be formed with 2 × 4 lumber placed in either a verticalor a horizontal position, as shown in Figure 9-37. By adding shimsof the required thickness to a 2 × 4, ledges of varying thickness maybe formed. Intermediate vertical 2 × 4 s only need to project slightlyabove the 2 × 4 s forming the brick ledge.Forms for a Stepped Concrete WallFigure 9-38 illustrates a method of forming a wall with a step in theelevation. Using the Jahn brackets and tie extender for the attachmentof strongbacks allows 2 × 4 wales to run free if tie holes do not line upat stepdowns. Where tie alignment is fairly close, the Jahn bracketsmay be used, as shown in the insert.Modular Panel SystemsFigure 9-39 illustrates a section of a modular panel that can beattached to an adjacent panel to produce a continuous wall-formingsystem. Panel sections are also located on the opposite side of a concretewall. When several of these sections are joined together andform ties are installed, they produce a quickly assembled and economicalsystem of forms for walls, permitting repetitive reuses.After the concrete has attained sufficient rigidity, the ends of the tiesDownloaded From : www.EasyEngineering.net
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38 Chapter ThreeExample 3-7A floor
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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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