Spacing Of Expansion Joints In Concrete Retaining Walls

For cantilevered and gravity walls vertical expansion joint spacing shall be a maximum of 60 feet on centers.

Spacing of expansion joints in concrete retaining walls.

The friction of the concrete is the key factor that limits the movement. The engineered method is generally used only when unusual. 0 51 mm since water repellent coatings can effectively resist water penetration for cracks of this size. Joints in concrete walls.

Use projecting strips to reduce wall thickness by at least one fourth ref. 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. Joints in poured walls by kim basham and bruce suprenant effective methods for controlling unsightly wall cracking f i g u r e 1. Precast concrete cantilever wall expansion joints shall be in accordance with the standard specifications section 6 11 3 3.

Joint spacing in meters. Recommended spacing of vertical contraction joints modified from ref. Consideration for the location of movement joints should be given at. Table 1 2 expansion joint spacings.

Joints are commonly spaced at distances equal to 24 to 30 times the slab thickness. Expansion joints should normally be provided at a spacing of not more than 30m between successive expansion joints or between the end of the structure and the next expansion joint. Joint spacing that is greater than 15 feet require the use of load transfer devices dowels or diamond plates. Joint spacing in feet contraction joints may be tooled into the concrete surface at the time of placement.

Cast concrete retaining walls may be constructed with any or all of the following joints. Joint spacing varies with amount and grade of shrink age and temperature reinforcement. 2 wall height spacing 8 feet or less 3 times wall height. Aci 224r 92 one to three times the height of the wall in solid walls.

In reinforced walls and 6m in unreinforced walls. Author spacing lewerenz 1907 75 ft 23 m for walls. Change in wall height or thickness see figure 1 figure 2 change of loading see figure 3 abutments of walls and columns see figure 4 junctions of dissimiliar materials see figure 5 movement joints in concrete floor slabs see figure 6. Hunter 1953 80 ft 25 m for walls and insulated roofs 30 to 40 ft 9 to 12 m for.

An engineered method is presented in tek 10 3 control joints for concrete masonry walls alternative engineered method which is based on limiting crack width to 0 02 in.