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

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306 Chapter TenDownloaded From : www.EasyEngineering.netThe bracket has an eccentric action that securely holds the formwork.The cornerlock is used at outside corners to secure the ends ofthe walers. It slips into place with its handle perpendicular to the wale.Only two nails are needed for attachment while barbed plates grip theside of the 2 × 4 s for positive nonslip action. The locking handle has acam action, drawing the wales together at true right angles. No specialtools are needed for either installation or stripping.Modular Panel Column FormsModular panel forms provide several ways to form columns of variousshapes and sizes. Outside corners and panels or fillers can be combinedto form square or rectangular columns. Generally modularww.EasyEngineering.npanels provide a fast and more accurate column form than job-builtforms. Figure 10-10 shows a column form erected with modular panels.The form consists of four panels that are fastened together at eachcorner. Wedge bolts are used to secure the corners of the forms. Columnhinges are used to allow the panels to swing open for quick andeasy stripping of the forms after the concrete has been placed. A columnlifting bracket may be attached to the corners of the forms forpositioning of the column form. Form liners can be combined withthe column forms for special architectural finishes. Figure 10-11shows the details of the connections.FIGURE 10-10 Modular panels for column forms. (Source: Symons Corporation)Downloaded From : www.EasyEngineering.net
Downloaded From : www.EasyEngineering.netwww.EasyEngineering.net(b) Plan view of column formFIGURE 10-11 Connections for modular panel column forms. (Source: Symons Corporation)(c) Wedge-bolt attachment307Downloaded 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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