Page 158 - Masonry and Concrete
P. 158

Masonry Construction Techniques
                                                                                            157
                                                          MASONRY CONSTRUCTION TECHNIQUES


            ing leads. The poles attach to the structure at the corners or ends of
            the wall, and the string line is pulled from pole to pole. The poles
            must be rigid enough not to bend when the string is pulled taut from
            one side, and they must be easily plumbed and maintained for the
            height of the wall.
               Brick masonry must be laid with full head and bed joints to assure
            adequate strength and resistance to moisture penetration. Bed joints
            should not be furrowed, but slightly beveled away from the cavity to
            minimize mortar droppings in the cavity (Figure 5-20). Bed joint mor-
            tar should be spread only a few feet at a time so that the mortar will not
            dry out too much before the next course of units is placed. The ends of
            the bricks should be fully buttered with mortar so that when they are
            shoved into place, mortar is squeezed from the joint (Figure 5-21). So-
            called clip joints in which only a thin section of mortar is placed at the
            face of the joint will allow excessive moisture to penetrate the
            masonry. Even though the joints look full and solid after the wall is
            completed and much less mortar is required to complete the work,
            callbacks from unhappy homeowners and the liability for water dam-
            age and cracking make this a risky practice.





























                                                                  FIGURE 5-19

            A masonry line block holds the string in place so units can be laid to the line.



                   Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com)
                              Copyright © 2004 The McGraw-Hill Companies. All rights reserved.
                               Any use is subject to the Terms of Use as given at the website.
   153   154   155   156   157   158   159   160   161   162   163