Page 94 - Design of Reinforced Masonry Structures
P. 94

2.46                       CHAPTER TWO

         2.10.2  Modular Construction of Walls
         Because blocks are available in specific sizes and depths, attention should be paid to the
         finished dimensions of walls and openings (length and height) shown on plans. It should be
         noted that certain number of blocks will result in a specific length of a wall. For example,
                                             5
         a 20 ft long wall will contain exactly fifteen 15 ⁄ 8-in. long (16-in. nominal) stretchers.
                                                                      5
         Similarly, nine courses will be required to build a 6 ft high wall using units which are 7 ⁄ 8 in.
         high (8 in. nominal). The overall dimensions of walls should be planned in such a way that
         an exact number of courses will produce the required heights without the necessity of cut-
         ting blocks. Figure 2.45 shows an elevation of a wall with openings for a door and a window
         showing blocks that have been cut to provide the required door opening. Figure 2.46 shows
         the elevation of the same wall where proper planning has resulted in the same soffit levels
         of lintels for both openings, requiring the same number of courses for both. Coursing for
         brick masonry construction is discussed in Ref. [2.11].


























         FIGURE 2.45  Example of wrong planning of a concrete block wall. The heights of the door (84 in.) and
         the window (60 in.) will not match the heights that can be formed by any whole number of 8-in.-high blocks
         (because the numbers 84 and 60 are not exactly divisible by 8). Similarly, their widths cannot be achieved by
         leaving out a combination of certain number of 8- and 16-in. long blocks. Note the clumsy arrangement of
         specially cut blocks around the openings. The dimensions of the openings should be proportioned so that they
         will match the multiples of the length (8 and 16 in.) and the height (8 in.) of the block. (Courtesy: NCMA.)



         2.11  GLASS UNIT MASONRY

         Glass block is considered masonry because it is laid up in cement mortar and uses the same
         type of joint reinforcement as other units. Glass unit masonry consists of glass units bonded
         together with mortar. They are manufactured by fusing two molded glass halves together to
         produce a partial vacuum in the center. Edges that will receive mortar are then treated with
         a polyvinyl butyral coating or latex-based paint to increase mortar bond and to provide an
         expansion and contraction to minimize cracking [2.50].
   89   90   91   92   93   94   95   96   97   98   99