Inner Corner at Base of Wall Glens Falls NY

The concrete masonry can be connected to the corner column with a debonded shear anchor. This type of anchor resists out-of-plane (but not in-plane) shear forces and permits movement between the steel column and concrete masonry.

Local Companies

And1 Masonary Inc
(631) 873-4495
561 W Hoffman Ave
Lindenhurst, NY
Stone Wall Masonry Inc
(518) 347-1673
140 Hillcrest Ave
Schenectady, NY
Bernabo Joseph
(845) 566-0656
532 Upper Ave
Newburgh, NY
Barber Brothers Contrctng
(631) 928-4545
19 S Columbia St
Port Jefferson Station, NY
Koehler Masonry Services
(607) 225-4441
1435 Church Hill Rd
Greenwood, NY
Midline Masonary
(518) 743-9934
206 Glen St
Glens Falls, NY
Benny Constr Co
(516) 829-5593
4 Spring Ln
Great Neck, NY
Marley Building Materials Inc
(631) 957-2880

Lindenhurst, NY
Bowers Stephen
(845) 744-3999
Sherry Rd
Pine Bush, NY
Forcello Dominick Inc
(914) 722-4512
21 Dernon Dr
Scarsdale, NY

Provided By:

Source: MASONRY CONSTRUCTION MAGAZINE
Publication date: September 1, 2006

By Walter A. Laska

It is difficult for a mason to properly tool mortar joints at inner wall corners due to the size and shape of the jointer and the acute angle formed by the intersecting brick. As a result, the mortar joints at this location cannot be tooled neatly or compactly. Therefore, inner wall corners provide an ideal location for expansion joints.

Expansion joints located at inner corners are easy to construct and are well concealed. The expansion joint should be totally void of any material which might inhibit movement, and the reinforcement must be discontinuous at the expansion joint.

The concrete masonry can be connected to the corner column with a debonded shear anchor. This type of anchor resists out-of-plane (but not in-plane) shear forces and permits movement between the steel column and concrete masonry. Also, the connection creates a control joint in the concrete masonry backing along the column interface.
Elevation View

The space between the column and the concrete masonry should be kept free of all mortar bridging. If the column and concrete masonry are tightly bonded, any movement of the column is transferred to the masonry, possibly causing the concrete masonry backing to crack.

Flashing continuity must be maintained at the inner corners. The flashing should be cut, lapped, and set in a continuous bed of mastic to prevent water from flowing under the laps.

Click here to read full article from Masonry Construction

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