Inner Corner at Base of Wall Rome 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

Larosa Anthony Custom Masonry
(518) 745-5202
17 Moorwood Dr
Queensbury, NY
Ew's Southfork Mason Supply Inc
(631) 325-3312
1212 Speonk Riverhead Rd
Speonk, NY
Bowen B Mason Jr Rl Est
(716) 849-1234
560 Delaware Ave
Buffalo, NY
Mc Gowan James Masonry
(845) 339-0329
5 Railroad Ave
Kingston, NY
M Peter Construction Corp
(516) 735-1540
2307 Legion St
Bellmore, NY
Custom Stone Design Inc
(845) 744-2728
Red Barn Rd
Walker Valley, NY
De Marco Masonry Co Inc
(716) 667-0815
3689 California Rd
Orchard Park, NY
Mahoney Bros Inc
(914) 963-6163
354 Ashburton Ave
Yonkers, NY
182 Brady Llc
(845) 386-2694

Middletown, NY
Superior Mason Contracting Inc
(631) 667-5404
1123 Carlls Straight Path
Dix Hills, 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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