Case 1

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Good Practices

Brick

Design

Design and plan well. Attention must be paid to waterproofing the brickwall. Important considerations to place on:

  • Design recommendations
  • wall types,
  • workmanship characteristics,
  • detailing, flashing,
  • drips and weep holes

Methods of reducing rain loads through building design [2]:

  • adequate copings on wall
  • more efficient weepholes or other water drainage devices where there is a risk of water entering
  • generous roof overhangs
  • devices to keep water off the facade, such as window sill and roof gutters

Material

  • Selection of bricks should meet the requirements of relevant standards.
  • All bricks should be accompanied by the manufacturer’s certificate.

Construction

  • Workmanship characterized by the complete filling of all mortar joints intended to receive mortar is desirable, as is the need to keep all cavities clean and free of mortar droppings.
  • Attention to both of these items is of primary importance in preventing moisture penetration to the interior of masonry.
  • Protection
  • Partially completed masonry walls exposed to rain and other elements during construction may become saturated with water and can require weeks, or even months (depending on climatic conditions), after the completion of the building for the masonry to dry. This prolonged saturation may cause many “slightly” soluble salts, as well as the highly soluble salts, to go into solution. Such conditions may also contribute to the contamination of the masonry with soluble salts from elsewhere in the construction (concrete, plaster, trim, etc.).
  • During construction, all walls should be kept dry by covering with a strong, waterproof membrane at the end of each workday or shutdown period. These are used in conjunction with plastic sheets or water-repellent tarpaulin material and offer excellent protection for extended periods of time.

Quality control

Conduct water test to the external full height facing brick walls to test the watertightness of external wall construction [3].

Storage

Masonry units should be stored off the ground to avoid contamination by dirt and ground water which may contain soluble salts.

Mortar

Design

Basic compositionCement: lime: sand with air-entrainment Cement:sand with air entrainment Cement:Lime:sand
BindersOrdinary Portland cement or sulphate-resisting Portland cementMasonry cement with high lime content (1:1:OPC:lime)Masonry cement with other than high lime contentOrdinary Portland cement or sulphate-resisting Portland cement
Designation
(i)(ii)(iii)(iv)1: 1/2: 4/1/2 +Air1: 1: 5/1/2 +Air1: 31: 4/1/21: 2/1/2-3/1/21: 4-5!: 5/1/2-6/1/21: 3-4 + Air1: 5-6 + Air1: 7-8 + Air1: 0-1/4:31:1/2: 4-4/1/21:1: 5-61: 2: 8-9

Table 1: Mortar mixes and designations [4]

Material

  • Use prepacked mortar for consistency
  • It should be noted that the principal contribution to lime leaching in mortars is the high alkali content of the portland cement. Cements high in alkaline content are more prone to produce efflorescence than cements of lower alkali content.
  • Other ingredients for mortar, i.e., lime, sand and water, should also be selected with care, although their contribution to efflorescence may be less frequent.
  • Mortar types and proportions should be selected on the bases of structural and exposure requirements for the particular project.

Construction

  • Mechanical mixing of prepacked mortar is advisable. Mixing time should be approximately 10 minutes to achieve good workability [3] .
  • Fill all mortar joints solidly
  • Clean all excess mortar from mortar joints.

Storage

Cementitious Materials

Cementitious materials for mortar should be stored off the ground and either inside or under cover.

Sand

Sand for mortar should also be stored off the ground to prevent contamination from dirt, plant life, organic materials and ground water, any of which may be a contributor to efflorescence. In addition, it is advisable to store sand and other aggregates under a protective membrane cover, if possible.

Construction

  • During construction, ensure that most if not all water used in mortar joints has dried out before application of damp-proof course (DPC) or damp-proof membrane (DPM).
  • Lay the damp proof course weighing 3.3 kg m2 to break joint on a layer of cement and sand mortar laid immediately at a level 150mm to 220mm above the ground level in brickwalls [3].
  • Bed all DPCs on fresh mortar

Water repellent and surface coating system

Clear water repellents are most effective at reducing the amount of water absorbed by the brick masonry [5-7].

Surface preparation is important. The surface on which the coating is to be applied has to be:

  1. cleaned by grinding, chemical etching or blasting.
  2. dried by allowing the wall to cure for a few days before the coating is applied. During rainy periods, the walls should be protected with a plastic covering so that the drying is not interrupted.

Other surface protection systems include [8]:

  • Impregnation systems:
    • Prevent penetration of water and solutions into concrete without hindering the escape of internal moisture from concrete
  • Materials used:
    • silicon organic solutions
    • resins
    • oils
  • Sealers
    • Heavy barrier against penetrating solutions but may hinder the escape of internal moisture
  • Materials used:
    • epoxy resins (EP)
    • polyurethane resins (PU)
    • unsaturated polyester resins (UP)
  • Coatings
    • compared to sealers, they provide additional protection against mechanical influence.
    • increased resistance to diffusion of internal moisture
  • Materials used:
    • plastic modified cement systems and resins

Weathering paints may be used to coat bricks to improve aesthetics [9].