Inner Corner at Base of Wall Ogdensburg 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

Gonser Construction Inc
(716) 627-4547
5156 Lake Shore Rd
Hamburg, NY
Mascorp Inc
(315) 431-9624
6729 Commerce Blvd
Syracuse, NY
Conmas Inc
(607) 722-0041
19 Alice St
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Artusa & Artusa Construction Co
(631) 224-4029
86 Craig Rd
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Three Diamond Masonry Inc
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2 Richard Dr
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City View Masonry Corp
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Abelcraft of Westchester Corp
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4653 White Plains Rd
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Mughal Waterprooofing & Masonry Inc
(718) 856-6889
692 Coney Island Ave
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The Masonry Worker Inc
(315) 829-5070

Vernon, NY
Granite Cement & Brick Masons Inc
(631) 669-0587
127 Cadman Ave
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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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