Construction Technology Flashcards
What are the typical components of site investigations?
Objective is to systematically collect and record data to help in design / construction
Should include anything on adjacent sites that may impact and:
Boundary hedges / fencing
Existing trees
Size, depth and location of services – gas, telephone, electricity, water, drains
Existing buildings
Ground water conditions
Soil investigations – trial pits etc
What are the main site considerations?
- Access considerations – approach roads etc
- Storage considerations
- Accommodation
- Temporary services
- Plant
- Fencing / hoarding
- Safety and health
What are the main types of excavation?
Open – use battered excavation sides cut back to a safe angle, eliminates the need for temporary support work, can easily construct basement walls and fall BUT extra excavation costs and need a lot of free site space.
Perimeter Trench Excavation – trench dug wide enough to form basement walls, this is supported as required – basement walls are constructed and then the inside of the basement is excavated.
Complete Excavation – used in firm subsoil’s. The Centre of the basement is excavated first, then the basement slab cast while the sides of the excavation are supported by struts.
Under what conditions would expect a raft foundation to be used for a substructure?
Lightly loaded buildings on poor soils
Where underground services i:e train lines dictate the use
Where it may be impractical to create individual strip or pad foundations for a large number of individual loads. In very general terms, if strip or pad foundations would cover 50% or more of the floor area, then a raft may be appropriate.
What are the different types of piling and when would you expect them to be used?
Sheet piles – a deep trench is excavated and concrete is poured in situ. The piles can be used to form basement walls or act as retaining walls.
Secant piles – interlocking piles (male and female, often different diameters and hardness) are bored to provide a combination of foundations and basement walls. They go some way in providing a waterproof structure. Secant piles are often seen when a top down construction method is used.
Bored Piles – an auger is used to excavate the soil and then concrete is poured in once complete. A variation to this is CFA (Continuous Flight Augured) where the piles are bored, Bentonite slurry is pumped in to stop the core collapsing and then concrete (which is denser than Bentonite) is poured in. Bentonite is environmentally harmful and is therefore not often used in the 21st century.
o Pre-cast piles – pre-cast piles are brought to site and hammered into the ground. Not often favoured due to the high noise levels associated with installation and the lack of flexibility in terms of depth required.
What is the difference between bored/pre-cast piles? What are the problems to the PQS regarding cost control with piling? Whose risk is the piling?
o Bored piles are defined when the process for removing the spoil to form the hole for the pile is carried out by a boring technique. They are used primarily in cohesive subsoil’s for the formation of friction piles and when forming pile foundations close to existing buildings where the allowable amount of noise and/or vibration is limited.
o Pre-cast Concrete piles are generally used where soft soil deposits overlie firmer strata. These piles are usually driven using a drop or single action hammer.
Explain how CFA piles work?
o Piling mat
o Rig is moved into position.
o Drill spins/drills to desired into the desired depth
o The concreting process is then commenced, whereby the auger is pulled out whilst the concrete is poured in.
o The reinforcement cage is then installed after the concrete has been poured – this is assisted by a hydraulic hammer to get it to the desired depth.
What is contiguous piling?
A line of non-interlinked piles in a sequence
What are grade 1 basements?
1- Some leakages and damp areas tolerable. Local drainage may be required. Used in Car parking
Plant rooms (excluding electrical equipment)
Workshops
What are grade 2 basements?
No water penetration but damp areas tolerable dependant on the intended use. Ventilation may be required to control condensation.
Used in Workshops and Plant rooms requiring drier environment than Grade 1 storage
What are grade 3 basements?
Dry environment. No water penetration. Additional ventilation, dehumidification or air conditioning appropriate to intended use. Ventilated residential and commercial areas including offices, restaurants, and leisure centres etc.
What are grade 4 basements?
Totally dry environment. Requires ventilation, dehumidification, or air conditioning appropriate to intended use. Used in Archives, Landmark buildings, and stores requiring a controlled environment
Can you tell me about what forms of modern methods of construction you are aware of.
Cross laminated timber
Modular construction
3D Printing
What is TM59 (CIBSE Guidance) 2017?
The most recent CIBSE TM59:2017 standardises the assessment method for dynamic thermal modelling of overheating at homes.
In order to comply with the CIBSE TM59 Overheating Methodology the following two criteria need to be passed for naturally ventilated rooms.
For Living Rooms, Kitchens and Bedrooms – The number of hours during which ΔT is greater than or equal to one degree (K) during the period May to September inclusive shall not be more than 3% of occupied hours.
For Bedrooms only – To guarantee comfort during the sleeping hours the operative temperature in the bedroom from 10pm to 7am shall not exceed 26°C for more than 1% of annual hours.
For rooms that are predominately mechanical ventilated a fixed temperature test must be followed.
All occupied rooms should not exceed an operative temperature of 26°C for more than 3% of the annual occupied hours.
What is a green / brown / blue roof?
A green extensive roof is planted for ecological and aesthetic purposes. Normally does not require as deep substrate as intensive. Requires less maintenance.
A green intensive roof is where typically bigger plants are grown and there is paving or decked areas. This requires deeper substrate.
A brown roof is where the planting is based on the original site had the building not been there.
A blue roof is onethatstoreswater, can include openwatersurfaces,storagewithin or beneath a porous media or modular surface or below a raiseddeckingsurface or cover.
How was the basement on your scheme going to be constructed?
- Hoarding
- Excavation - open and battened back
- Secant wall piling installed (in fill piles are bored with the first set being a lower grade of concrete and these are not loadbearing and act as seals between the loadbearing piles.)
- Concrete capping will be installed
- Drained cavity and pump sump installed
What did you use instead of knauf?
Rockwool comfort board.
Why did you recommend a transfer slab/ changed column grid for One Woolwich?
This was because there was more uninterruptible space required on the ground floor and a transfer slab would require fewer columns.
In your documents you have highlighted the advantages/ disadvantages of Steel v Concrete. Could you talk me through some of these?
Steel Advantages: - Quicker to construct - Recyclable - Strong tensile strength Disadvantages - More volatile pricing - Low compression strength - Low sound/fire resistance
Concrete Advantages - High compression strength - Good noise resistance - Good fire protection - Can mould into complex geometry Disadvantages -Slower to construct - Need for reinforcement - High embodied carbon - Not as square and flat as steel
What are the types of piling?
Secant wall piling Contiguous wall piling Displacement Replacement Sheet piling
What are the types of curtain walling?
Stick system - assembled on site with each glazed element put together from either inside or outside, depending on accessibility.
Unitised - prefabricated in panels and delivered from off-site. Better quality due to factory quality control and quicker to assemble on site.
What are the 3 ways of waterproofing a basement under BS 8102?
Type A - Tanked protection,
Type B) - Structurally Integral Protection,
Type C) - Drained Cavity
What is basement tanking (Type A)- barrier protection?
A continuous waterproof barrier is applied to the inside or outside of the basement structure. The most common form is a bituminous ‘stick-on’ plastic sheet. Whilst this is relatively inexpensive, it can lose adhesion and is easily damaged during backfilling.
Alternatively, an external membrane can be painted or sprayed onto the external surface which can be covered by a drainage board to allow provide protection from the backfill.
What are Structurally Integral Protection basements (Type B)?
The structure itself is constructed as an integral water resistant shell. Invariably built of reinforced concrete, the basement structure must be designed within certain strict parameters to ensure it is water resistant.