Building Pathology Flashcards

1
Q

What is Dry Rot

A

Dry rot (also known as serpula lacrymans). Dry rot requires unprotected timbers to become damp with a moisture content of approximatly 20% to thrive.

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2
Q

What are some symptoms of dry rot

A

Damp musty smell,
Large concentrations of fine brown dust (spores),
The presence of Hyphae, fine strands of fungal growth that combine together in order to spread,
Mushroom like orange fungus, the fruiting body is often found in warm, damp, dark unventilated places such as under floorboards,

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3
Q

What is Wet Rot

A

Wet rot (also known as coniophora puteana). Wet rot thrives at a moisture content between 30% - 60%. Wet rot can cause severe structural damage if not treated.

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4
Q

What are some symptoms of wet rot

A

Damp musty smell,
Affected timber will appear discouloured often darker,
Affected timber will be soft and spoungy,
Fungal growth will appear near the moisture source as the fungus does not spread over masonry,
Mine Fungus

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5
Q

What is mine fungus

A

Mine Fungus (also known as fibrovaillantii). A form of wet rot often mistaken as dry rot. The fungus grows on coniferous trees such as pine. The fruiting body is an irregular white plate with a thickness of 2-12mm. White cotten like mycelium can grow, in newly formed mycelium fine drops of clear liquid maybe present.

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6
Q

How do you treat rot

A

Stop the moisture source in order to dry out the affected area.

Remove damaged area in order to prevent any further spread.

Rot treatment of neighbouring material such as fungicidal paste to form a protective chemical barrier.

Damaged timber replacement with preservitive treated timber.

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7
Q

Methods of detecting high moisture content

A

Electronic damp meter,

Speedy carbide meter,

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8
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 pecentage.

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9
Q

What is a carbide speedy meter

A

carbide speedy meter requires a small drilled sample of material is mixed with a weighed quanityiy of calcium carbide inside a pressure vessel.

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10
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 Arsnic treated timber
- Foil lined wallpaper
- lead paint

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11
Q

What are the limitations of an carbide speedy meter

A

Destructive technique,
Danger of fire/explosion if the regent is exposd to moisture,
Generally not as quick as other methods,

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12
Q

What are some crack monitering techniques

A
Crack width gauge,
Plastic tell tale,
Glass tell tale,
Brass screws and callipers,
target and total station
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13
Q

What is crack monitering

A

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

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14
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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15
Q

What are Plastic tell tales used for

A

The plate with scales marked in millimeter 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 expecially if stuck on with adhesive or if knowcked. Typically 1.0mm degree of accuracy.

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16
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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17
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 calipers often have a resoloution of 0.01mm. In some cases discs are glued onto the wall.

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18
Q

What are targets and total station used for

A

Typically used to monitor larger scale movement i.e. bridge subsidance. Recorded from a known datum to ensure co Accuracy up to 1.5 at a distance of up to 1,500 meters. This can also be achived by laser reflective targets fixed to the structure. This is typically more expensive and time consuming.

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19
Q

What are common types of wood boring insects

A
Longhorn beetle, 
Deathwatch beetle, 
Powderpost beatle, 
Common furniture beetle,
Wood boring weevil.
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20
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

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21
Q

What are signs of wood boring insects

A

Flight holes,
Frass,
Damp timber,

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22
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 hoels 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.

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23
Q

What are some factors that impact wood boring insects

A

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

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. weeviles. Some only attack sapwood.

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24
Q

How do you erradicate woodworm

A

The application of insecticide is ussually sufficent to erradicate 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 avalible.

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25
Q

What is mundic block

A

Blocks produced from waste rock worked from mining, quarrying and beach gravel. The blocks breakdown overtime. The blocks typically degrade from the inside of the cavity to the surface.

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26
Q

What are the classifications of mundic block

A

A1 - Sound concrete in satisfactory condition
A2 - Concrete suitible 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 morgagable, B-C are not.

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27
Q

How is mundic block tested.

A

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

Preliminary test screening - serveral 50mm core hole samples are taken from various locations.

Stage 2 examination will test the percentage of possible problem aggregates

Stage 3 examination will employ a petrographer to access if the material has no visible deteriation.

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28
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.

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29
Q

What are the concerns with RAAC planks designed before 1980

A

Rusting of embedded reinforcement,
Ecessive deflection,
Ponding of rainwater increasing the imposed load,
Surface colour, e.g. dark bitumen increases thermal movement compared to reflective solar paint.

30
Q

How do you manage RAAC planks designed before 1980

A

Conduct a risk assessment,
Consider the long term plan for th RAAC roof,
Check with maintainance 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.

31
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. ASR occurs when moisture reacts with some types of aggregates which produces a hygroscopic gel that expands. The expansion caused craze cracking.

32
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

33
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

34
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.

35
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.

36
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.

37
Q

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.

38
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.

39
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.

40
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.

41
Q

How Concrete Carbonation Prevented and 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.

42
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.

43
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.

44
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.

45
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.

46
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.

47
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
48
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.
49
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

50
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 cavity wall with no joints
51
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.
52
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
  • Not vertical protection where cavity trays step down
  • Raised ground level above DPC
  • Rendered over the DPC
53
Q

What types of DPC are there

A
  • Slate
  • Membrane
  • Engineering brick
54
Q

What are some features of a Tudor house

A

Elizibeithan / 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 relativly steep
55
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
56
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 introuction of mild and galvanised steel windows that are top or side hung
57
Q

How does water enter buildings

A
Condensation
Penetrating dampness
Rising dampness
Leaks (e.g. from pipework)
Trapped construction water (new builds)
58
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

59
Q

What is Gravimetric Testing

A

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

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

60
Q

What are the limitations of Gravimetric Testing

A

Destructive

Little practical use on-site

61
Q

What is condensation and how is it caused

A

Condensation - change of water vapour naturally present in air into liquid water

62
Q

What is meant by the term ‘dew point’

A

Dew point - the temperature at which the air becomes saturated and will condense

63
Q

What is meant by the term ‘relative humidity’

A

Relative humidity - moisture content present within the air, referred to as a percentage of the amount of water vapour it can hold at that temperature

64
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
65
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)

66
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.

67
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.

68
Q

What are some examples of deleterious materials

A

Asbestos, Lead, Clay hollow pot floor, Chlorofluorocarbons

69
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-1990s - Fishtale shape with a central twist
  • Stainoless steel - Post 1980s - typically a butterfly wire with a twist
  • Partial fill wall ties - all types but containing a central plastic disc to hold insulation
  • Proprietry ties - helical wall ties drilled into position fixed by resin
70
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

71
Q

What are some causes of wall tie failure

A

BRE in a paper noted that all steel or iron wall ties isntalled before 1981 are at risk of premature failure.
Chemical i.e. black ash mortar/chlorides
Water ingress
Mortar dropping