Building Pathology Flashcards

1
Q

What is relative humidity?

A

The amount of water vapour present in the air expressed as a percentage of the amount needed for saturation at the same temperature. Mould growth can occur if the RH remains above 70% but, for active growth, prolonged spells of over 80% RH are generally necessary or continued access to direct moisture supply within the material upon which they will form.

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2
Q

What is condensation and how is it caused?

A

Condensation - change of water vapour naturally present in air into liquid water. Too much moisture in the air produced by people and activities such as cooking and washing.

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3
Q

How would you identify condensation within a building?

A
  • Wall has a ‘misty’ surface
  • Stains or streaks of water running down a wall (particularly in bathrooms, kitchens and below windows)
  • Damp patches with no definitive edges
  • Dampness behind wall cupboards or inside wardrobes against external walls (areas where air circulation is restricted)
  • Localised dampness at potential ‘cold bridges’
  • Patches of mould growth
  • Humidity (measured using a hygrometer), insulation and ventilation levels, as well as heating and living patterns, must also be taken into account
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4
Q

What steps would you recommend to eliminate condensation?

A

Reduce moisture generation (lids on pans, dry clothes outside, vent tumble dryers externally, do not use paraffin or bottled gas heaters, put cold water in bath before hot)

Increase ventilation to remove moisture-laden air (open trickle vents, open windows, mechanical ventilation)

Increase air temperature by heating - warmer air can hold more water vapour without condensing
Increase surface temperature by thermal insulation (external or internal)

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5
Q

What is interstitial condensation?

A

Interstitial condensation is condensation that occurs within the structure of an element, as opposed to on its surface. The dew point is within the structure.

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6
Q

What is the dew point temperature?

A

The temperature below which condensation will begin to occur. If the dew-point temperature is close to the dry air temperature - the relative humidity is high. If the dew point is well below the dry air temperature - the relative humidity is low. Any surfaces below the dew point of the air immediately adjacent to them will suffer surface condensation.

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7
Q

What are some examples of common condensation-related mould species?

A

Aspergillus fumigatus, Cladosporium cladosporioides, Penicillium chrysogenum. For example, Stachybotrys chartarum (sometimes called S. atra or ‘black mould’) is a toxigenic mould that can trigger significant respiratory problems for those exposed to its spores – particularly infants and the elderly.

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8
Q

What are dry bulb and wet bulb temperatures?

A

Dry bulb temperature is the air temperature.
Wet bulb - The temperature to which air can be cooled by water evaporating into it (or the adiabatic saturation temperature) . It’s measured by wrapping a wet cloth around a thermometer bulb and exposing it to the air. Difference between the two indicates the humidity of the air. Greater the difference the lower the humidity.

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9
Q

What is cold bridging?

A

Cold bridging occurs in localised spots where the nature of the construction allows heat to escape through the structure at a higher rate than normal. This can lead to isolated patches of condensation.

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10
Q

What are some examples of deleterious materials

A

The term ‘deleterious materials’ is a broad one, encompassing not only materials that are dangerous to health or which are the causes of failures in buildings, but increasingly, materials which are environmentally damaging. Asbestos, Lead, Clay hollow pot floor, Chlorofluorocarbons (refrigerants), chlorides.

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11
Q

What is dry rot?

A

An aggressive form of fungal growth also known as Serpula Lacrymans. It is a wood destroying fungi that feeds off the cellulose in timber in order to grow and spread. This process leaves timber in a dry and brittle state and can weaken structural timber in buildings as a result.

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12
Q

What causes dry rot?

A

Dry rot is caused when a source of moisture and a lack of ventilation combine creating the perfect conditions for an infestation to start. There needs to be a source of food for the fungal spore - typically susceptible wood - and when the spore lands on the timber with moisture content over 20%, the germination process can begin before producing hyphae. The spores themselves are very small, about 0.01mm, and almost invisible to the naked eye
However large numbers of these spores will frequently collect around a fruiting body and form a reddish ‘dust’, which is a key sign to identify a significant attack of dry rot is present.

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13
Q

How does dry rot spread?

A

Dry rot has a few ways to spread throughout its fungal life cycle. For example, during its mycelium stage, dry rot can grow over and through various materials, including brickwork and masonry, in its search for more timber to consume. If light activates the mycelium, a mushroom-style fruiting body called a sporophore develops. This releases spores that look like red dust. These spores drift on air currents and germinate on suitable surfaces. So the life cycle turns full circle. All of this means dry rot can spread throughout a property fairly rapidly if the conditions are right.

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14
Q

How do you identify dry rot?

A
  • Timber shrinking and becoming darker in colour
  • Cracks in a cuboidal manner forming
  • A silky greyish coloured skin frequently tinged with patches of lilac / yellow colouration will form/
  • White fluffy cotton wool-like mycelium develops with strands that become brittle when dry.
  • Finally, the most recognisable sign of dry rot is fruiting bodies, which have a soft fleshy pancake consistency the surface of which is orange or ochre-coloured.
  • Rust red coloured spore ‘dust’ can frequently be seen around fruiting bodies covering localised surfaces.
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15
Q

What are the four stages (or forms) of dry rot?

A
  • Spores
  • Hyphae
  • Mycelium
  • Fruiting bodies.
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16
Q

What is rot spore dust?

A

Rust red coloured sores in the air. Spores are very common and usually harmless. However, if fungal spores start to appear in concentrated patches of rust coloured dust, this is a sure sign of an active problem. Spores begin to produce hyphae when they come into contact with timber in damp and humid conditions.

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17
Q

What is hyphae?

A

Spores begin to produce hyphae when they come into contact with timber in damp and humid conditions. Hyphae are white/grey strands that look similar to spider silk. Hyphae act as the root of the rot, stringing fine strands to grow through the wood and timber. The hyphae will then feed on the sugars within the timber known as cellulose, hemi¬cellulose and lignin. The dry rot fungi / fungus produces enzymes to split the sugars, reversing the formation of the wood. These enzymes, however, are unable to break down lignin. The subtraction of these sugars results in cross grain cuboidal cracking, reducing the timber to an unsound structural state. Hyphae then multiply and colonise together, generating mycelium growth, a fluffy cotton-wool like substance.

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18
Q

What is mycelium?

A

Mycelium is a grey and white cotton-wool-like mass that dry rot produces when it spreads from timber it can no longer feed on. It can travel great distances to find new sources of food, and it is this ability to spread through various building materials (it can even go through bricks and mortar!) that allows a dry rot outbreak to progressively feed on timbers throughout an entire property. Following the structure of a property drying out, it can lay dormant for anything up to ten years, and has the ability to come back to life should the environment be right.

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19
Q

What are dry rot fruiting bodies?

A

The last stage in the lifecycle is the most visually striking - the fruiting body. These fleshy masses of dry rot fungus look like large rust-coloured mushrooms. The fungus grows when it needs to pump fresh spores into the air to find more timber and start the cycle all over again. The dry rot produces a self–reproduction organ known as a sporophore. This allows the spore-bearing surface of the sporophore to shed orange coloured spores into the atmosphere in the hope that that the spores can land once again in the right environment to carry on germinating and extending the growth period of the dry rot.

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20
Q

How can wet rot be treated?

A

Typical -
Cut out all affected timber and apply a fungicide to the area.
Use preservative-treated timber for replacement.

Environmental -
Promote drying out of the affected area. (Eliminate source of moisture where possible). .
Do not re-plaster of cover up affected timbers until dried out.
Isolate wet timber. Increase ventilation where possible.
Extra air bricks in floor voids etc. Regular schedule of inspection and maintenance.

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21
Q

What is wet rot?

A

Wet rot describes a group of wood-destroying fungi (Basidiomycetes) that attack the cellulose or lignin in timber to leave it brittle and weak. Both brown rot and white rot are types of wet rot with the exception of one brown rot - Serpula Lacrymans - also known as dry rot.

Wet rots generally thrive on a higher timber moisture content than dry rot, but do not spread through masonry, and fungus growth stops when the moisture is removed.

The most common type of wet rot is Coniophora puteana (cellar fungus). Other species include Fibroporia vaillantii (mine fungus) and Phellinus spp.

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22
Q

How does it grow? (Stages of growth)

A

Wet rot fungus grows in stages. Early in its life cycle it will develop in strands called hypha that look a bit like spider silk forming into fern-shaped patterns. Depending on the specific genus of wet rot growing the colour will vary from brown rot to white rot.

These strands will later develop a white skin or coating and eventually a series of small fruiting bodies that look like tiny “off-white” mushrooms. This is known as Mycelium and is often accompanied by a musty smell.

This rot fungus cannot spread across other surfaces, but it can continue to grow and emit spores into the atmosphere.

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23
Q

What are the differences between wet rot and dry rot?

A

The most important difference between the two types of wood rot is that dry rot is far more aggressive and a much greater threat to your property than wet rot.

Unlike all species of wet rot which will remain localised to the source of moisture that allowed to grow in the first place, dry rot is only caused by the Serpula Lacrymans fungus which can spread far beyond the initial source and will actually spread across masonry and brick surfaces to attack fresh sources of timber. This means that wet rot does not cause dry rot and wet rot spores do not turn into dry rot fungus.

Other differences are that wet rot requires a high level of moisture content to begin to sprout, while dry rot spores will begin germinating at just 20 to 30% water saturation.

It is important to know that both types of wood rot share many similarities, and both require a damp environment to form.

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24
Q

Where does wet rot grow?

A

Wet rot fungus occurs when there is excess moisture in the property. This rot needs a continuous source of moisture to germinate and thrive, as a result, wet rot will only affect internal timber if there is a significant damp problem. Common property maintenance issues like structural defects, broken plumbing or guttering and leaking pipes can leading to rotten wood, timber decay and wet rot fungal growth.

Wet rot will grow on wood with a moisture content of between 30-60%. Wet Rot thrives in timber with a high moisture content of around 50% or higher, whereas dry rot only requires 20% moisture presence before it can attack. This is usually caused by defects in plumbing, external guttering or pipework that create leaks. Wet rot thrives when these damp conditions combine with a lack of adequate ventilation. A challenge associated with identifying wet rot is that it often develops in hard-to-spot areas of a property due to unseen water ingress. As a result, wet rot can be commonly found in damp basements, under floorboards, behind skirting boards and underneath leaking fixtures and fittings such as baths, toilets and washing machines.

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25
Q

What is mine fungus?

A

Group of fungi called Poria Fungi. These fungi generally attack softwood in buildings. They require a higher moisture content in the wood than that required by dry rot, but they are tolerant of occasional drying and are therefore normally associated with roof leaks.

This group includes Amyloporia xantha, Fibroporia vaillantii and Poria placenta. They are commonly called white pore fungi or mine fungi. F. vaillantii can cause extensive damage in buildings. The mycelium of this group of fungi forms white or cream sheets or fem-like growths, which may discolour brown on contact with iron. The rhizomorphs may be up
to 3 mm in diameter, seldom thicker than twine, white to cream in colour, remaining flexible when dry, and they do not extend from their foci of infection. The sporophore is rare in buildings; it is a white, irregular lumpy sheet 1.5- 12 mm thick, covered with distinct pores, sometimes with strands emerging from its margins. Spore-bearing surfaces are white to pale yellow, occasionally with pink patches (P. placenta only). The decay damage to wood is similar to that caused by S. lacrymans, but the cubing is somewhat smaller, less deep and lighter in colour. When decayed, the wood crumbles between the fingers. It is not as powdery as that attacked by S. lacrymans, but slightly more fibrous and gritty.

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26
Q

Types of foundation movement?

A

Settlement or differential movement.

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27
Q

What affect can trees have on ground conditions?

A

If a tree is removed, the moisture returns to the soil slowly causing it to expand (heave) by as much as 150 mm. Because the effect of the tree is localised, the movements generated in nearby foundations are differential and can be much more damaging than uniform movements.

Tree roots can extract large quantities of water from soil: a fully grown poplar uses over 50,000 litres in a year. When the soil is of clay, this will lead to a drying shrinkage, the magnitude of which will depend upon the inherent properties of the clay and, of course, on the nature of the tree and its moisture requirements. If tree roots take up moisture from under, or near to, foundations, the latter will subside and such subsidence will almost inevitably be uneven

The greatest problems have occurred when shrinkable soils have dried excessively through the removal of moisture by nearby growing vegetation. Such drying is likely to be greatest at the corners of foundations. As the ground falls away, the weight of the building pushes the then suspended parts of the foundations down and the walls in that vicinity crack. Cracking is predominantly diagonal and follows the vertical and horizontal mortar joints in brickwork, unless the mortar is abnormally strong for the bricks used, when cracking may occur through the latter. The cracks are widest at the top corners of the building and decrease as they approach ground level.

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28
Q

What are methods of detecting high moisture content

A

Electronic damp meter (moisture meter)

Speedy carbide meter

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29
Q

What are the limitations of an electronic damp meter?

A

Meters are only calibrated for timber,
Hygroscopic salts can exaggerate reading (it is important to test for salts),
Different species of timber have different resistances,
The following can provide exaggerate readings;
- Copper, Chrome or Arsenic treated timber
- Foil lined wallpaper
- lead paint

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30
Q

What is a carbide speedy meter?

A

A calcium carbide meter is a sealed vessel which is used to mix measured samples of masonry with calcium carbide. The calcium carbide will react with moisture present within the material and produce acetylene gas. The proportion of gas released is directly proportionate to the amount of moisture present in the material, therefore by measuring the gas, we can derive the total moisture content of the sample tested. The flask incorporates a calibrated gauge which is used to measure the pressure excreted in the cylinder by the gas which is read as a moisture content percentage.

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31
Q

What is an electronic damp meter?

A

Damp meters usually work by measuring the electrical resistance between two pins. Often displaying the moisture content as a percentage.

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32
Q

What are the limitations of a carbide meter?

A

Destructive technique
Generally not as quick as other methods.

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33
Q

What are some crack monitoring techniques?

A

Crack width gauge,
Plastic tell tale,
Glass tell tale,
Brass screws and callipers,
Target and total station

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34
Q

What is crack monitoring?

A

Observing crack width changes is one technique used to monitor structural damage due to movement.

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35
Q

What is a Crack width gauge used for?

A

Steel ruler is simple instrument used to monitor crack width variation. The crack can be measured to the nearest 0.5mm. Typically used at the start of a crack investigation.

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36
Q

What are Plastic tell tales used for?

A

The plate with scales marked in millimetre units of measurement is fixed on one side of the crack and the other plate marked with cursor is fixed on opposite side of the crack. Pros include; They can measure cracks along two axis, can get corner crack monitors. Cons include; fixings can come loose especially if stuck on with adhesive or if knocked. Typically 1.0mm degree of accuracy.

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37
Q

What are Glass tell tales used for?

A

This technique used to measure crack width variation in the past, but it is not popular any more. It basically consists of strip of glass cemented on to the cracked structural element. This method is no longer used because there is no way of measuring the extent of the movement or direction.

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38
Q

What are Brass Screws and Calipers used for?

A

In this technique of monitoring crack width variation, two screws are fixed on each side of the crack at 90 degrees. The screws will guarantee the correct measurement of the crack width and prevent errors. Digital callipers often have a resolution of 0.01mm. In some cases discs are glued onto the wall.

39
Q

What are common types of wood boring insects?

A

Longhorn beetle,
Deathwatch beetle,
Powderpost beatle,
Common furniture beetle,
Wood boring weevil.

40
Q

What is the lifecycle of woodboring insect?

A

Egg - Laid in or on the surface of the wood
Lava - 4 weeks to years feeds within the wood
Pupa - 1-4 weeks+ lava is nearlly fully grown and begins to surface
Adult - 1-35 days fully grown mates and lays eggs

41
Q

What are signs of wood boring insects?

A

Flight holes,
Frass,
Damp timber,

42
Q

What are flight holes?

A

Flight hole are where the lava emerge from affected timber.

Typically sized 1-3mm, can help identify the type of insect e.g. longhorn beetles have flight holes between 6-9mm.

Typically round, the shape can help identify the type of insect e.g. weevils create jagged holes, Longhorn beetles create oval holes.

43
Q

What are some factors that impact wood boring insects?

A

Location some insects are exclusive to a region or country e.g. termites are not found in Northern Europe, Longhorn beetles are restricted to Surrey.

Types of timber certain types of insect prefer certain types of timber. Some only attack soft wood or hardwood e.g. Powderpost beetle. Some attack only rotten timber e.g. weevils. Some only attack sapwood.

44
Q

How do you eradicate woodworm?

A

The application of insecticide is usually sufficient to eradicate woodworm.

Application of a liquid formulation to the surface of affected timbers by brush or typically low pressure spraying of permethrin, cypermethrin and cyfluthrin.

Bat friendly gels and pastes are available.

Remove damp affected timber.

45
Q

What is mundic block?

A

Blocks produced from waste rock worked from mining, quarrying and beach gravel. The production of the blocks using these materials took place from the turn of the twentieth century until the 1950s. The blocks produced from waste rock worked from mining, quarrying and free supplies of beach gravel. The mine waste rock was a coarse aggregate with fine mix aggregates produced from beach sand, china clay waste or mine processing residue.

In the early part of the 20th century, before standards were laid down for the quality of aggregates in concrete, it appears that many builders were making their own blocks and mass concrete from readily available aggregates. The blocks breakdown overtime and leads to problems with the structural integrity of the property due to a weakening of load-bearing and non-load-bearing walls. The blocks typically degrade from the inside of the cavity to the surface.

The is an RICS guidance note on mundic entitled - the mundi problem, 3rd edition.

46
Q

What are the classifications of mundic block?

A

A1 - Sound concrete in satisfactory condition
A2 - Concrete suitable subject to protection and maintenance
A3 - Stage 3 tested containing less than 30% possible problem aggregates
B - Contains more than 30% possible problem aggregates although appears sound
C - Clearly unsound from examination

Options A1-3 are mortgageable, B-C are not.

47
Q

How is mundic block tested?

A

Routine testing is taken in a 50mile radius of Tavistock.

Preliminary Screening Test - a number of 50 mm diameter drill holes where a “core” is taken from the external walls, samples of foundations and, where accessible, internal walls and the chimney. The examination will identify that the concrete is made up of suitable materials and hence Class A

Stage 2 - The stage 2 examination will identify and classify results that cannot be defined by the above test and determine Class ‘B’.

Stage 3 - The stage 3 examination will assess the performance of the aggregate material with the core samples previously taken. It can be applied to ‘Class B’ material following the stage two investigation when, in the opinion of the surveyor and the petrographer, they are satisfied that the property’s structural condition and examined core material do not indicate visible deterioration.

48
Q

What are RAAC planks?

A

Reinforced autoclaved concrete planks. BRE issued an Information paper on planks designed before 1980 following the collapse of a collapse in 2018. Planks now past their expected service life and it is recommended that consideration is given to their replacement.

Differs from normal concrete as it does not contain course aggregate and is made in factories suing fine aggregate, chemicals to create gas bubbles and heat to cure the compound. Relatively weak and has a quite low capacity for developing a bond with embedded reinforcement.

49
Q

What are the concerns with RAAC planks designed before 1980?

A
  • Rusting of embedded reinforcement leading to cracking a spalling of the AAC cover.
  • Cracking, of varying degrees of severity, thought to be associated with moisture and temperature related movement to planks.
  • Excessive deflection (causing ponding and water ingress and corrosion of reinforcement)
  • Ponding of rainwater increasing the imposed load
  • Additional loading due to insulation increases.
  • Shear failure due to positioning (not extend far enough to hold weight of the plank) of reinforcement within the planks. The transverse reinforcement must be over the bearing (support) below. Bearing sizing very important.
50
Q

How do you manage RAAC planks designed before 1980?

A

Conduct a risk assessment,
Consider the long term plan for the RAAC roof,
Check with maintenance staff, facilities managers, contractors and those who have access to the building,
Ensure that staff know to report any leaks, cracks or other potential defects.

51
Q

What are some concrete defects?

A

Cracking a symptom / sign of various defects. Both after and before hardening defects in concrete.

  • Corrosion of reinforcement (though leaching, carbonation, or chloride-induced corrosion).
  • Inherent defects / design (RAAC, no-fines, under-design or changes in loading)
  • Alkali-silica reaction
  • Freeze thaw, temperature variations.
52
Q

What is an alkali-silica reaction?

A

Alkali-Silica Reaction (ASR) commonly known as ‘concrete cancer’ is the most common form of alkali-aggregate reaction (AAR). ASR occurs when moisture (pore fluid) reacts with some types of aggregates (siliceous minerals) which produces a hygroscopic gel that expands. The expansion causes craze cracking. Or parallel to any reinforcement.

53
Q

What 3 things are required for alkali-silica reaction to occur?

A

Critical level of silica in the aggregate e.g. chert & quartz

Sufficient moisture content

High Alkalinity content from cement or external sources

54
Q

What methods can be used to prevent alkali-silica reaction?

A

Use of low alkalinity cements such as portland-pozzolan cement

Control access to moisture and alkali from external sources.

Use proven non-reactive aggregates

Use concrete mixes with a low w/c ratio

Use low cement concrete. Less cement provides less alkali to the system

55
Q

What is subsidence?

A

Subsidence is the sudden sinking or gradual downward settling of the ground’s surface with little or no horizontal motion.

56
Q

What are some signs of subsidence?

A

Opening and closing of cracks on a seasonal basis.

External cracking in the same location as the internal cracking,

Cracks tapering in width between the top and bottom.

Cracking occurring around weak structural points, such as doors and windows.

57
Q

What are some causes of subsidence?

A

Absorption of moisture by trees and shrubs which can cause the water content of the ground to fall.

Collapsing drains, culverts, hidden mine shafts, e.t.c

Buried organic material being which decomposes and destabilises all or part of a building’s foundations.

Improperly compacted ground.

Sand or silt-based soils losing their water-soluble plant nutrients, in a process known as leaching.

58
Q

What are some methods of preventing or remediating subsidence?

A

Tree Roots - Tree Root Barriers made of high-density polyethylene can be a quick and cost-effective preventative method. In some cases, the removal of a tree can reduce the likelihood of subsidence

Underpinning - Underpinning the foundations usually prevents further movement. It’s a lengthy, costly and disruptive procedure that can cost anywhere between £5 000 and £50 000 or more. a structural engineer should be consulted.

Pipework - repairs to leaks to pipework will in some cases be enough to stabilize the property without underpinning.

Soil rehydration - can be used to induce an early recovery of the building and closure of cracks from clay shrinkage subsidence, allowing repairs to proceed.

59
Q

What is Concrete Carbonation?

A

Carbonation is the reaction of carbon dioxide in the environment with the calcium hydroxide in the cement paste. This reaction produces calcium carbonate and lowers the pH to around 9.
A carbonation front is established which progresses from the outer surface of the concrete inward, resulting in a loss of protection to steel where reinforcement is in contact with carbonated concrete.

60
Q

How do you test for Concrete Carbonation?

A

The phenolphthalein indicator solution is applied to a fresh fracture surface of the concrete. If the indicator turns purple, the pH is above 8.6. Where the solution remains colourless, the pH of the concrete is below 8.6, suggesting carbonation.

61
Q

What are signs of Concrete Carbonation?

A

Rust staining or exposed rebar often with poor cover.

Buildings built in the 50s and 60’s had less than 10mm of cover in places.

Surface cracking at rebar locations.

Spalling of the concrete surface.

62
Q

How Concrete Carbonation Repaired?

A

The reinforced bar must be descaled and cleaned ready for an anti-corrosion coat to be applied. This coat isolates the bar and protects it from water and chemicals that could cause further corrosion.

Next the missing concrete needs to replaced; if a higher cement to water ratio is used then carbonation will be a slower process.

Once the repair mortar is set then an anti-carbonation coating can be applied to prevent carbonation of the concrete.

63
Q

What is Ground heave?

A

Ground heave is the upward movement of the ground usually associated with the expansion of clay soils which swell when wet.

64
Q

What are causes of ground heave?

A

Change in the level of the water table.

Broken drains or nearby building works that interfere with existing ground drainage.

Swelling of the sub-soils due to seasonal weather changes.

Freezing of silty and sandy clays can be more susceptible.

Soil being removed from an excavation and so relieving pressure on layers below.

65
Q

What are some signs of ground heave?

A

Vertical cracking to brickwork and windows.

Doors sticking as their frames become out of square.

Lifting of paths and patios surrounding buildings.

66
Q

What are some Preventions and remedies for ground heave?

A

Cellular structures such as a cellular raft foundation may be installed beneath foundations and floor slabs to reduce the upward force of heave from transmitting to the structure above.

Underpinning may be necessary to stabilise structures. Excavated soil from beneath existing foundations is replaced with material, usually concrete.

Remedial works such as repairing leaking drains or removing vegetation may resolve the problem.

67
Q

What is Sick Building Syndrome?

A

Sick building syndrome (SBS) is the term given to symptoms of acute health and/or comfort effects for which no specific cause can be found but that can be attributed to time spent in a particular building.

68
Q

How do would you begin to investigate Sick Building Syndrome?

A

The Health and Safety Executive (HSE) has compiled recommendations for employers about how to investigate the possible causes of sick building syndrome;

Look for the obvious
Check the symptoms
Ask the staff what the problems are
Check procedures and working practices

69
Q

What is the cause of Sick Building Syndrome?

A

Since awareness of SBS developed in the 1970s, researchers have tried to pinpoint the precise causes, however, no one single cause has been identified. The most common risk factors believed to contribute to SBS include:

Inadequate ventilation.
Low humidity, Fluctuations in room temperature.
Inadequate sound insulation
High levels of noise created by piping M&E
Airborne particles such as dust
Airborne chemical pollutants
Poor lighting.

70
Q

What is thermal expansion?

A

Most building materials will expand with rises in temperature caused by solar heat gains. In many solid materials, the expansion will usually be greater along the long dimension of the material as opposed to the short

71
Q

What are some defects of thermal expansion?

A

Oversailing of DPC
Buckling or bowing of walls
Fracture of the masonry units
Fracture of an outer leaf of a cavity wall with no joints

72
Q

What is a DPC?

A

Approved document C requires that, to prevent rising damp, a damp-proof course should be:

  • Continuous with any damp-proof membrane in the floor.
  • At least 150 mm above the level of the adjoining ground if it is in an external wall.
  • If it is in an external cavity wall, the cavity should extend at least 225 mm below the damp-proof course, or a cavity tray should be provided with weep holes every 900 mm so that water running down the cavity cannot pass to the inner leaf.
73
Q

What are some common issues with a DPC?

A
  • DPC across the cavity instead of a cavity tray
  • Missing DPC at corners where the cavity trays meet
  • Raised ground level above DPC
  • Rendered over the DPC (abridging)
  • Inadequate laps of DPCs can also lead to moisture penetration. Laps should be at least 100mm and the DPC laid on a full mortar bed and also fully covered with mortar above to prevent damage.
  • Bridging of the cavity wall by mortar droppings at the bottom of the wall is more common in new build construction. Leads to irregular damp patches adjacent to the mortar droppings.
74
Q

What types of DPC are there?

A

Slate (historic)
Membrane
Engineering brick

75
Q

What are some types of wall tie?

A

Cavity walls have been used since the late 1880s, however was not common practice until the 1940s. There are many types of wall tie;

Mild Steel - Pre 1978 with a life span of 15-20 years typically fishtail in shape, flat with a central twist
Stainless steel - Post 1980s - typically butterfly shape wire with a central twist up to 75mm or fishtail in shape, flat with a central twist up to 150mm
Partial fill wall ties - all types but containing a central plastic disc to hold insulation
Proprietary ties - helical wall ties drilled into position fixed by resin
Basalt Fibre Wall Ties - A low conductivity rod to reduce thermal bridging with a drip disc at it’s midpoint
Anchon Channels - Typically used for tying an outer face of masonry to a non masonry Structure.

76
Q

What are some signs of wall tie failure?

A

Horizontal cracking at regular intervals at external mortar joints
Outward bulging of walls
The lifting of roof edges at gables
Regular spot staining through cracked render
Internal cracks and finishes.

77
Q

What are some causes of wall tie failure?

A
  • BRE in a paper noted that all steel or iron wall ties installed before 1981 are at risk of premature failure.
  • Aggressive chemicals such as black ash mortar to give it a black colouring. creates a weak sulphuric acid which attacks the galvanised coating.
  • Chloride salts, which may come from marine sands or may have been added to mortar as accelerators speed up corrosion.
  • High levels of moisture ingress
  • Wall ties can be inserted the wrong way around causing water to track through to the inner leaf
  • Mortar droppings into the cavity creates a cold bridge and water ingress.
  • Incorrect spacings or omission of wall ties.
78
Q

What are some defects associated with wall ties?

A
  • BS 5628 Part 3 calls for any mortar which unavoidably falls on the wall ties and cavity trays to be removed daily. These can bridge the cavity. Damp patches are likely to occur sporadically and the use of a metal detector will, most probably, indicate that a tie is close by.
  • Incorrect spacing - generally should be at max every 900mm horizontally and very 450mm vertically. Closer at top of gable walls, around openings and movement joints.
  • Tie should also extend at least 50mm into each leaf and drip of tie centrally in clear cavity.
  • BRE in a paper noted that all steel or iron wall ties installed before 1981 are at risk of premature failure.
  • Chemical i.e. black ash mortar/chlorides
  • Water ingress
  • Mortar dropping
79
Q

What are some common cavity tray defects?

A
  • Omitted where single storey extensions are added and in stepped terrace blocks.
  • failure to provide a sufficient depth of upstand to the cavity tray;
  • failure to prevent bridging of the cavity by mortar droppings;
  • damage to the flexible materials mostly used, nowadays, in the construction of the tray;
  • failure to support the tray by a mortar bed (haunching);
  • inadequate lapping or sealing of lengths of cavity tray; and
  • omission of stop-ends.
80
Q

What are common defects associated with thermal expansion?

A

Oversailing of DPC
Buckling or bowing of walls
Fracture of the masonry units
Fracture of outer cavity wall with no joints

81
Q

What is spalling and what are potential causes of spalling of brickwork?

A

The chipping or breaking off of small pieces of masonry, often due to freeze-thaw cycles or exposure to harsh weather. Other causes include contamination within the masonry and use of a hard mortar with a soft brick eg use of cement based mortar with heritage bricks). Damaged bricks should be replaced.

82
Q

What are the ratings used to classify the durability of clay bricks to withstand frost?

A

There are three ratings used to determine the durability of clay bricks as defined by BS EN 771-1. These relate to its ability to withstand frost, based on the level at which frost will damage the brick.
● F0 – No frost resistance: not suitable for external use in construction.
● F1 – Moderate frost resistance: durable unless remaining saturated for long periods or
excessive freezing and thawing. They may be suitable for brickwork between DCP and eaves. However, bricks rated at F1 should never be used below DCP, for projecting details or used in landscaping.
● F2 – Frost resistant: suitable for external use with full exposure levels.

83
Q

What is efflorescence and how should it be remediated?

A

Efflorescence is a crystalline deposit of salts that can form when water is present in or on brick, concrete, stone. Most ordinary clay bricks contain sulphates of sodium, magnesium or calcium. These salts are soluble in water, calcium sulphate being less soluble than the other two. Normally, these sulphates are seen as the harmless efflorescence noted, affect appearance only and need simply to be brushed away.
Whilst Efflorescence does not cause damage it can be an indication of an underlying defect.
Preventing efflorescence
● Ensure new concrete or masonry is cured correctly to minimize moisture retention.
● Applying a water-repellent sealant can help prevent moisture penetration.
● Fix any leaks or drainage issues that are causing excessive moisture.
● Improve ventilation in areas prone to moisture build-up.

84
Q

What is sulphate attack and how does it affect masonry?

A

Sulphate attack relies upon a number of conditions occurring simultaneously;
- it requires water saturation over a relatively long period,
- a source of sulphates and
- a reasonable amount of tricalcium aluminate. Different types of sulphates are more reactive than others, the sulphates of magnesium and potassium are the most aggressive. Ordinary Portland cements vary in the amounts of tricalcium aluminate they contain, those with the highest amounts having the least resistance to attack by the soluble sulphates

The reaction is accompanied by a marked volume increase. Wetting of ordinary bricks, therefore, in contact with mortar based on ordinary Portland cement, may lead to the formation of calcium sulphoaluminate and to disruptive expansion. It is, in fact, the mortar which is attacked, not the bricks, and the volume increase consequent upon the formation of calcium sulphoaluminate can cause vertical expansion of brickwork, which is commonly as high as 0.2%.

A common consequence of sulphate attack in chimneys and parapets is a pronounced lean caused by the different wetting and drying cycles between different elevations.

85
Q

What are signs of sulphate attack of brickwork?

A
  • In chimneys and parapets: a pronounced lean caused by the different wetting and drying cycles between different elevations. In chimneys, additional sulphate may be deposited by the combustion process and additional water may be introduced from condensation within the chimney itself. Chimneys tend to lean away from the direction of prevailing weather.
  • The main sign of trouble on facing brickwork is cracking in the horizontal mortar joints, which generally occurs in a number of them. This may be preceded by some horizontal cracking in the plaster of plastered internal leaves of cavity walls, usually near to eaves level. This internal cracking is caused by the expansion of the outer leaf in which the reaction is taking place, putting the inner leaf into tension.
  • As the reaction proceeds, the external mortar joint spalls at the surface, and becomes weak and friable. The vertical expansion can result ultimately in spalling of the surface of the facing bricks and some bowing of the external walls.
  • The brickwork may oversail the DPC at the corners of the building, in a manner similar to that caused by the irreversible moisture expansion. However, the latter movement will take place in the early months of the life of the building, while sulphate expansion is unlikely to appear for several years.
86
Q

How should sulphate attack in masonry be remediated?

A

There are three main ways of preventing sulphate attack in mortars: by ensuring that walls do not get, and stay, unduly wetted; by selecting bricks low in soluble sulphates; and by the use of cements low in tricalcium aluminate.

Recommended treatment for sulphate damage depends on the severity of the attack, but in all cases, the most important requirement is to remove sources of water. The rebuilding may have to include the use of sulphate-resisting cement, flue linings and, if it is possible from the point of view of appearance, bricks of low sulphate (S2) content.

Generally, and in the absence of such obvious causes of dampness, it will be necessary to resort to tile hanging, ship-lap boarding or similar external treatment.

87
Q

What is an expansion joint and how often should expansions joints be provided?

A

An expansion joint or movement joint is an assembly designed to hold parts together while safely absorbing temperature-induced expansion and contraction of building materials. Typically expansion gaps are required in the following materials at the following distances;

Clay brickwork 10 - 12 metres
Unreinforced concrete panels 6 - 9 metres
Lightweight concrete block 6 metres

Expansion joints are typically filled with a material capable of being compressed by up to around 50% of its original thickness and which can recover after the thermal movement is reversed. Typical materials include; masonry expansion ties, joint filler (polyurethane) or plastic expansion strip.

88
Q

What are some features of a Tudor house?

A

Elizabethan / Tudor 1500s

  • Exposed timber frame infilled with wattle and daub, painted in it’s iconic black and white colours
  • Only brick was typically used in the chimineys
  • Glazed windows widely used. Glass is small and imperfect.
  • 2nd floor typically overhangs the first
  • Roofs typically relatively steep
89
Q

What are some features of a Victorian house?

A
  • Solid Brick construction. The higher the wall the thicker the base decreasing in thickness in height.
  • Typically containing brick footings
  • Use of timber sliding sash windows with window horns
  • Emerging use of timber suspended floors
  • Upper floor timbers were built on a corbel or inserted 1brick into the wall
  • Terrace construction became popular
90
Q

What are some features of a Early 1900s house?

A

Concrete foundations required.
Cement based mortars rather than lime.
Widespread use of brick cavity wall construction.
Ground bearing concrete floors.
Upper floors were typically hung off joist hangers, steel corbel or 1 brick into the cavity.
The introduction of mild and galvanised steel windows that are top or side hung.

91
Q

How does water enter buildings?

A

Condensation
Penetrating dampness
Rising dampness
Leaks (e.g. from pipework)
Trapped construction water (new builds)

92
Q

Describe the main consequences caused by dampness within buildings?

A

Health hazard
Reduce strength of building materials
Cause movement in building elements
Lead to timber decay (dry and wet rot, insect attack)
Cause chemical reactions in building components
Reduce effectiveness of insulation
Damage decorations

93
Q

What is Gravimetric Testing

A

Gravimetric testing involves measuring the moisture content using gravity/weight of samples in dry and wet conditions.

A sample is weighed, dried in an oven and then weighed again

Moisture content = (wet weight - dry weight x 100) / dry weight

94
Q

What are the limitations of Gravimetric Testing?

A

Destructive

Little practical use on-site