E-COURSE
ON
VULNERABILITY ATLAS
OF INDIA
  From the Desk of Executive Director

read more
  New Initiatives : Emerging Technologies
 
New… E-Learning Modules on the Technologies of LHPs for TECHNOGRAHIs New...Release of Publications on the occasion of World Habitat Day 2023
 

230 mm thick brickwork with fps bricks in 1:6 cement mortar in English or Flemish bond

200 mm Thick Brickwork with Modular Bricks in 1:6 Cement Mortar in CBRI Bond

190 mm Thick Brickwork with FBS Bricks in 1:6 Cement Mortar in CBRI Bonad

115 mm Thick waffle wall with FBS Bricks in 1:4 cement Mortar

230 mm Thick Brickwork with FBS BricksBricks I 2:2:12 Cement Lime Mortar

Rat Trap Bond Brick Wall

Flyash Bricks/Blocks

RAT TRAP BOND BRICK WALL
 
System Components
 
Initial Cost Structure
 
 
 
 
 
 
 
 
 
 
 
  
 
Local Economy Component = 23%
23 mm thick load bearing wall in rat trap bond brick masonry using cement mortar (1:6) and class I bricks 
Design Example : Wall For A Two Storeyed Building With Rcc Roof
 
 
Load on the Wall         = 40KN
Length of the Wall       =3m
One end continuous and the other end discontinuous
Effective length            = 0.9 x 3 = 2.7m
 
(Table 5 : Section VI : 4 NBC)
Thickness of the wall    = 0.23m
Effective thickness       = 0.15m
 
(Table 6 : Section VI : 4 NBC)
Height of wall              = 3m
Effective height of wall = 0.75 x 3 = 2.25
 
(since roof is RCC)
Area of cross section   = 3 x 0.15 = 0.45 sqm
Slenderness ratio         = Min (2.25/.15,2/7/.15) = 15
Stress reduction factor  = .78 (Table 8: Section VI : 4 NBC)
Compressive stress    = 44/.9 = 0.1 N/sqmm.
Permissible compressive stress   = 0.273 N/sqmm
Hence Safe at 23 cm thickness
 
 
 
 
 
 
 
 
 
 
Critical Factors
 
1.  Curing
2.  Quality of Bricks
3.  Not used for buildings having more than two floors
4.  Quality of sand
5.  Availability of skilled mason
Tools Used
 
1.     Trowels            5. Shovel
2.     Plumb bob       6. Baskets
3.     Thread                         
4.     Pans  
DO’S
 
DON’T’S
 
1.  Curing should be done for seven days
2.  Cavity should be broken after six layers
3.  Brick should be completely soaked in  
     water before using for masonry
4.  Mortar should be used within 30 minutes  
     of adding water to the mix
5.  Brick bats should be used at corners and   
     T - Junctions
 
 
1.    Find sand should not be used for
 masonry
 2.  Mortar should not be left in cavities
 
Construction Process
 
 
 
 
 
 

 
Creating Enabling Environment for Affordable Housing for All…… since 1990
 
Home l BMTPC mail l Feedback l Site Map
Designed & developed by: Hollywood Multimedia Ltd. All rights reserved by: BMTPC