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

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Forms for Architectural Concrete 401

FIGURE 14-2 Coil tie with loose (spreader) cones for architectural concrete.

(Source: Dayton Superior Corporation)

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Construction Joints

All concrete structures, except possibly small and simple types, require

construction joints, which serve several purposes. Concrete undergoes

shrinkage as it sets and cures, which usually induces tension stresses.

If these stresses are excessive, and if no provision is made for relieving

them, it is probable that cracks will occur. Such cracks are unsightly,

and they cannot be patched satisfactorily. Cracks are especially objectionable

if they appear in the surfaces of architectural concrete.

Because forms for architectural concrete frequently contain molds

and other ornament-producing features, excessive stresses or movements

in the concrete resulting from shrinkage may damage or

destroy some of the ornaments. These stresses and movements can be

minimized by locating construction joints reasonably close together.

For example, if concrete heads above windows are placed in one

operation, it is probable that the shrinkage will cause cracks to appear

at their tops. For this reason, it is good practice to provide horizontal

construction joints directly under the window heads.

Another reason for using construction joints is that concrete for

most structures is placed in stages, rather than continuously. Therefore,

it is desirable to provide construction joints to control the appearance

at each stage of concrete placement. When an architect or an

engineer designs a concrete structure, he or she usually designates

the locations of construction joints, giving consideration to the effects

on the appearance of the structure and also to the quantity of concrete

required between construction joints.

Because the surface appearance of architectural concrete is of significant

importance, the location of construction joints should be

selected carefully. Frequently, joints may be located so that they are

inconspicuous. Horizontal joints may be located along the sills or

heads of windows, or they may coincide with recesses in the concrete

surface extending around the structure. Vertical construction joints

may be located along the edges of pilasters or other intersections of

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