Concrete Wall Expansion Joint Spacing

Control joints are not intended to stop cracking but rather control cracking.

Concrete wall expansion joint spacing.

Author spacing lewerenz 1907 75 ft 23 m for walls. These joints may be filled with flexible joint fillers. Recommended spacing of vertical contraction joints modified from ref. Joints are commonly spaced at distances equal to 24 to 30 times the slab thickness.

The friction of the concrete is the key factor that limits the movement. Aci 224r 92 one to three times the height of the wall in solid walls. Consideration must also be given to the effect of control joint placement on load distribution within the wall. 2 wall height spacing 8 feet or less 3 times wall height.

Joint spacing in feet contraction joints may be tooled into the concrete surface at the time of placement. Plan out your control joint spacing 24 36 times the depth of your concrete slab. There is a special check to be done at the construction joints when larger retaining walls or structures having very high lateral loads are designed. Expansion joints should be located at intervals up to 90 feet.

The hight shear force is applied at the horizontal construction joints located at the lower level. Greased steel dowels are often cast horizontally into the wall to tie adjacent sections together. Concrete joints are normally used to prevent cracks when the concrete shrinks by creating forming tooling sawing and placing joint formers. Joint spacing that is greater than 15 feet require the use of load transfer devices dowels or diamond plates.

For example locating control joints at the ends of lintels may compromise arching action. The pre planned cracks will provide a better finish concrete product and will be formed in specific locations where those cracks could be monitored. Concrete joints are used to compensate when concrete expands or shrinks with changes in temperature. It is best to cut joints as early as possible either while finishing with a concrete groover or within 6 18 hours after finishing with a concrete saw.

Use projecting strips to reduce wall thickness by at least one fourth ref. Table 1 2 expansion joint spacings. Adjacent to corners of walls or intersections within a distance equal to half the control joint spacing. Hunter 1953 80 ft 25 m for walls and insulated roofs 30 to 40 ft 9 to 12 m for.

Joint spacing in meters. Joints are most effective when the aspect ratio of the slab is kept to 1 1 for example 5m x 5m if the slab is a narrower than it is long it is possible to increase this to a maximum aspect ratio of 1 5 for example 2m x 3m don t leave the placing of concrete expansion joints to chance and enlist the services of a structural engineer if.