Inner Corner at Base of Wall Bronx 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

Ugolini Elio Mason Contractor
(201) 433-4304
213 Harrison Ave
Jersey City, NJ
Jetco Unlimited Exterior Building Restoration & Maintenance
(201) 798-3178
268 New York Ave
Jersey City, NJ
Mr B Home Repairs
(718) 206-4900
10640 Guy R Brewer Blvd
Jamaica, NY
Cotumaccio Luigi Masonry Contrctng Co
(718) 776-2661
9071 198th St
Jamaica, NY
Academic Stone Setters Inc
(718) 463-7395
2907 119th St
Flushing, NY
E C Hufnagel Landscaping Inc
(201) 869-5680
51 Broad Ave Apt 1
Fairview, NJ
Anton Haddad Plumbing & Heating
(201) 792-1587
15 Saddlewood Ct
Jersey City, NJ
Willow Run Construction
(201) 659-7266
67 Pollock Ave
Jersey City, NJ
Kabinet King
(718) 291-5023
17605 Linden Blvd
Jamaica, NY
Pezzino Nely
(718) 358-1481
2221 Parsons Blvd
Flushing, 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

Related Articles
- Hitachi KM 12VC Router Combination Kit Bronx NY
Sometimes combination tools have to make too many compromises to perform their numerous functions. Fortunately, that's not the case with Hitachi's new KM 12VC router combination kit. This smartly designed, solidly constructed, and well-outfitted tool fulfills its promises as a fixed-base and plunge-base router. And, at $180 you've got a tool that pulls its weight without asking much in return.
- Flashing in Siding Installations Bronx NY
- Galvanized Wall Ties Bronx NY
- Guidelines for Assembling Scaffolding Bronx NY
- Home Siding Tips Bronx NY
- High-Efficiency Products Bronx NY
- How Masonry Buildings Resist Earthquakes Bronx NY
- Drape Wall and Cloak Wall Bronx NY
- Flashing Factors Bronx NY
- Galvanized Wall Ties Bronx NY