Inner Corner at Base of Wall Elmira 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

Frezza A Contrctng Corp
(516) 746-3508
76 Marcus Ave
New Hyde Park, NY
Consolidated Masonry
(607) 722-0041
19 Alice St
Binghamton, NY
Mike's Decorative Stone
(845) 569-9986
25 Babes Ln
Newburgh, NY
King Brothers Masonry Contractors Inc
(585) 535-0693
3060 Wetherfield Rd
North Java, NY
Reale Masonry Contractors Inc
(914) 277-5299
5 Scott Dr
Somers, NY
Savino John B
(607) 732-7352
118 Joyell Dr
Elmira, NY
Saga House Condominium
(212) 879-2611
157 E 74th St
New York, NY
H M R Masonry Restoration
(718) 931-7233
1437 Bassett Ave
Bronx, NY
Jose Mangone Contractor
(516) 799-7411
125 Lindbergh St
Massapequa Park, NY
Wisniski Bros Mason Contractng
(631) 586-9001
1360 Gardiner Dr
Bay Shore, 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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