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Avoid 5 construction methods Print E-mail
                                                Some construction methods introduced decades ago as per materials and equipment available at those times are still prevalent in India. There is a vast improvement in the quality of materials and availability of equipment now and these old and bad methods are no more relevant to today’s times. Yet people continue to follow these in many parts of the country. The force behind using these methods are those masons who are skilled in these practices and enforce them upon the house builder.                                              Whenever a house builder tries to depart from the old and bad methods of construction, a mason’s standard reply is, “ If you want to differ, I won’t be responsible for the consequences.” The house builder is caught in a dilemma. This standard plea of the masons influences the house builder who resigns to the mason’s will. To have good quality and safety in construction of your house, don’t allow the mason’s dictum to prevail. Follow your engineer’s advice. Not only the quality and safety but also economy and durability in construction shall be achieved.                                                      Here are a few bad methods of construction. Avoid these and see the results: 1. RB  ROOFING  IN  HOUSING                                                 It is a major  practice  followed  in  India. Reinforced  Brick  (RB)  roofing  in  houses is more  common  than  the  strong,  impervious  and  economical  RCC.  There  prevails  a  belief  that  RCC  roofing  develops  cracks  while RB  roofing  does  not. RB  roofing  has bricks  laid  on  edge  and  covered  with  a  40  mm  thick  layer  of  concrete.  Steel  reinforcement  is  laid  in  the  gaps  left  between  the  bricks  laid  on  edge.  A  bottom  cover  of  12 mm  is  provided  to  the  reinforcement. Total  thickness  of  slab  works  out  as  167 mm.  Spacing  of  reinforcement  gets  decided  by  the  brick-laying-arrangement  in  this  type  of  roofing. On  the  other  hand,  RCC  roofing laid  under  similar  conditions  is just  113 mm  thick.  Its’  reinforcement  spacing  is  decided  by  the  designer.  In the long run, RCC roofing in fact proves cheaper.                                             As  and  when  RB  roofing  is  laid, bricks being highly porous,  soak  water  from  concrete  resulting  in  cracks  in  top  layer  of  concrete. Steel  bars placed  in  between  bricks  come  in  contact  with  them and rusting  of  bars occurs  after  a  few  years. Then  there  is  no  remedy  except  to  dismantle  the  slab  and  re-lay  it  afresh.  This  is  an  impossible  task  as  the  whole  of  the  house  is  to  be  undone. The  only  factor  that  goes  in  favour  of  RB  roofing  is  the  low  thermal  conductivity  of  bricks.  This  may  help  in  lesser  expansion  of  slab  and  better  insulation  to  heat.  However  this  factor  weighs  little  against  the  drawbacks  this  type  of  roofing  suffers  from.  If  proper  end  treatment  is  given  to  RCC  slabs  by  providing  a  6  to  8  mm  gap  at  its  end,  filled  with  asbestos  filler  and  a  10 mm  bearing  plaster  is  provided  at  the  base,  no  cracks  will  appear  in  the  RCC  roofing.  The  practice  of  using  RB  roofing  should  therefore  be  stopped  altogether  and  only  RCC  roofing  should  be  used.  2. HAND MIXING OF CONCRETE 

                                                  Indian  specifications sometimes allow ‘Hand  mixing’  of  concrete.  Whatsoever  precautions you may  take,  hand  mixing  of  concrete  will  not  produce  desirable  blending  of  concrete  ingredients.  Consumption  of  cement  will also  be  more. Water-cement-ratio  will also  not  remain  under  control.  Therefore, avoid hand  mixing  of  concrete. If unavoidable, allow it for  lean  concrete only. Non-uniform  mixing  of  ingredients  in  hand  mixed  concrete  means  lack  of  workability,  strength  and  density  of  concrete.

 3. USING UNCONTROLLED CONCRETE                                                                 Some  specifications  and  Common  Schedule  of  Rates  widely  followed  in  execution  of  works allow use of un-designed concrete in construction of houses and buildings.  Naturally, specified  minimum  cement  content  factors  for  this  concrete  are  very  high  as  compared  to  the  cement  required  for  designed  concrete. There is double loss on use of un-designed concrete. More cement is used resulting in higher expenditure. Secondly, you are not sure about the strength of concrete. Mere addition of extra cement doesn’t assure strength and durability. Proper mix design is necessary.                                                 Use of RMC (Ready Mixed Concrete) is now increasing in India. It is concrete produced under fully controlled conditions. If you have an RMC plant near your plot, feel blessed and use RMC. You will avoid a lot of trouble and tension. Recently, some RMC plants have come up in Panchkula. So people of the tri-city can avail of its availability.      4. USING EXTRA REINFORCEMENT 

                                                Inserting extra reinforcement in beams and slabs does not help in strengthening the structure. Masons and bar binders try to insert the steel cut pieces here and there in the slab under the impression that this will make the slab stronger. They are badly mistaken. Steel bars require certain free spacing between them to allow easy flow of concrete and bajri through them. Inserting of cut pieces stops this flow and makes the concrete less dense. Result is that the slab may rather be weaker. Get your slab designed from a structural engineer. He may bring lot of saving to you. Sometimes, a mason is so disturbed over the design of slab that he refuses to accept such less quantity of steel. Don’t allow his fears to prevail upon you and get the steel laid as per design given by the engineer. Know that over reinforced slabs and beams make a building unhealthy. 

 5. NON-USAGE OF ADMIXTURES

                       

                                              There  is  a  revolution  in  the  development  of  admixtures  and  compounds.  Development  of  Super plasticisers,  water  proofing  admixtures and  sealants  have  opened  endless  possibilities  of  easier  laying  of  concrete,  saving  old  buildings,  making  new  buildings  damp-proof,  impervious  and  efflorescence  free. However people are reluctant in use of these admixtures. These  admixtures  and  compounds  can  enhance  the  quality  of  construction  itself.                                                   Make use of this  synthesis  of  chemistry  and  construction.  Ask  a  house  owner,  hotel  manager,  maintenance  engineer  or  care  taker,  the  major  problems  being  faced  by  him  are  leakage,  seepage,  cracks  or  efflorescence.  Right  use  of  admixtures  and  compounds  can  help  in  eliminating  these  problems.                                                 However  the  use  of  these  admixtures  has  not  become  common  in  India.  There  are  no  reasons  for  not  taking  full  benefit  of  these  wonderful  materials.  It  is  a  bad  practice  with  us  to  adopt  new  materials  at  a  very  slow  pace  and  with  suspicion  thus  depriving  ourselves  of  their  benefits  at  the  right  moment.                                                                                                                

                                             

  

                                                                               

 
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53 grade cement is strongest among all these though its cost difference is marginal.
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