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

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Downloaded From : www.EasyEngineering.netForms for Columns 309(A)(A)(D)AA(D)AABBBBDDDDCC (B)CC(C)Step 1(C)Step 2Open all locks from bottom to topon three corners (A, B and C). Corner(D) may be opened last, or remainedclosed to allow panels (AA and DD) tobe moved as a pair.After all locks are open at cornersA, B and C, remove panel (CC).Pull left side of panel away first,push left end of panel (BB) opento free chamfer on right end of panel(CC).ww.EasyEngineering.n(B)(A)(D)AABBDD(B)(C)Step 3Remove panel BB in same manneras panel CC. Remove AA and DDas a pair, or open all locks at comerD and remove each panel separately.FIGURE 10-13 Removal of adjustable wraparound column forms. (Source: Gates &Sons, Inc.)column sizes of 10 to 30 in., in increments of 2 in. The modules may bestacked to the desired column height and attached together to secureadjacent modules. Only three bolts are required per 8-ft-high form. Nooutside angle corners are required. Figure 10-15 shows combinationsof the modular system to accommodate various column heights.Downloaded From : www.EasyEngineering.net
310 Chapter TenDownloaded From : www.EasyEngineering.netww.EasyEngineering.n(a) Positioning all-metal column form3/ 4 " aluminumchamfer(typ./optional)(b) Typical plan view pouring positionFIGURE 10-14 All-metal modular concrete column forms. (Source: EFCO)Downloaded 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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