2. CL3 - Construction technology and environmental services Flashcards

1
Q

What are Building Regulations?

A
  • Statutory instruments that sets out the minimum performance standards for the design and construction of buildings
    • Supported by the Approved Documents A to M and other codes of practice
  • Part L - Conservation of Fuel & Energy – 20% of energy consumption must come from renewables
  • Part B Fire Safety – apartments over 5 storeys must have 90 minute vertical compartment lines
  • Part E - Sound – 53db minimum between floors and walls of living spaces
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
2
Q

What is substructure?

A

All elements of work that are undertaken below the damp proof course that provides the basis for the superstructure to be constructed upon.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

What is superstructure?

A
All internal and  externa l works items above  the  damp proof course. 
• This is ma de  up of:
o External walls.
o Stairs.
o Roof. 
o Structural walls.
o Suspended ceilings. 
o Raised floors.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
4
Q

What is the external envelope?

A
  • The materials and components that form the external shell or enclosure of a building.
  • Th e s e m ay be load or non-load bearing.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

What are the typical components of site investigations?

A
Their objective is to collect and record data to help with the  design and construction process. This should include matters in relation to  the  site  that may impact the development
for example :-
o Boundary hedges & fencing 
o Existing tree s.
o Size, depth and location of services including g a s, tele p hone , electricity, water & drains.
o Existing building s.
o Ground water conditions.
o Soil investigations. 
o Trial pit information.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

Tell me more about ground investigation and why they are useful?

A
  • Purpose is to determine the suitability of the site for the proposed works and determine adequate and economic foundation design
  • Should determine the potential difficulties
  • Identifies depth of rock, soil density, soil types
  • The method chosen will depend on type of building – function, size etc
  • Soil lab testing will identify potential risks in disposal off site i.e. categories of waste linked to disposal costs
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
7
Q

What kind of ground tests are there?

A
  • Dynamic probe tests – steel rods are driven into the ground using a slide hammer. Resistance determines density of ground and locating
  • Plate load testing – determines load bearing capacity of the ground and likelihood of settlement under a given load – this is done with a hydraulic rig against a reaction weight such as an excavator. Settlement is measured at set increments.
  • Boreholes – boreholes are used for soil investigations to determine the geology and nature of ground
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

What is the purpose of soil investigations?

A

Their purpose is to determine the suitability of the site for the proposed works and determine an adequate and economic foundation design.

The investigation should determine the potential difficulties associated with the ground conditions and assist with identifying a suitable foundation solution.

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

What are piles?

A
  • A series of columns constructed or inserted into the ground to transmit the load of a structure to a lower level of subsoil
  • Used where no suitable foundations conditions near ground level or high water table
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

What are the different types of piles?

A
  • Sheet piles – sections of sheet material with interlocing edges driven into the ground to provide earth retention and excavation support – can be made of steel, timber or RC concrete. Steel most common as it can withstand high stresses and has excellent water tightness
  • Secant piles – interlocking piles (male and female, often different diameters and hardness)
  • Bored Piles – a piping rig drills and inserts casing, reinforcement in then inserted and concrete poured in
  • 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.
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

How do piles transfer load?

A

o Friction piles – transmit load with friction
o End bearing piles – transfer load to the end – combat gravel, hard clay or rock
o Short bored piled foundations – domestic application – shallow builds

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
12
Q

What are the 3 main methods of waterproofing a basement?

A
  • Structural – basement designed and built to form a watertight space using high quality reinforced concrete,
  • Tanking – e.g. membranes applied internally or externally to provide a continuous membrane to the base slabs and walls
  • Drained Cavity – i.e. eggcrate system. water seepage will occurs and collects into a drain. Inner non-load bearing forms a cavity
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

What are the technical advantages of steel frames?

A
  • Quick assembly
  • 100% recyclable - inorganic - will not warp, split, crack or creep –
  • Highest strength to weight ratio of any building material
  • Not vulnerable to termites or any type of fungi or organism
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

What are the technical disadvantages of steel frames?

A
  • Needs fire protection
  • Parts may need replacing
  • Price of steel is variable
  • Need experienced builders – additional cost
  • Even though steel components will not burn they will actually fail
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

What are the technical advantages of concrete frames?

A
  • Concrete is less susceptible to fluctuations in price unlike steel
  • Fire protection as part of structure
  • Maintenance of an insitu concrete frame is low
  • Cladding can be fixed to it and replaced easily.
  • Good sound and heat insulation.
  • Insitu allows for alteration at late stage of construction
  • Can deal with complex geometry better than steelwork
How well did you know this?
1
Not at all
2
3
4
5
Perfectly
16
Q

What are the technical disadvantages of concrete frames?

A
  • Slower to construct
  • Edges may not be as square and surfaces not as flat as steel
  • The need for steel reinforcement leads to some of the cost issues associated with steel
17
Q

What are the technical advantages of Pre-cast concrete?

A
  • Elements cast in a factory controlled environment leading to higher quality
  • Pre-casting can be carried out in a climate controlled environment eliminating weather delays on site
  • Ideal for producing large numbers of identical components such as columns or stair core walls
  • Quick install once delivered to site
18
Q

What are the disadvantages of pre-cast concrete?

A
  • Demanding on crane hook time
  • Precast items are not monolithic/continuous, unlike insitu construction. Grouting and infilling joints can be time consuming.
19
Q

What is slip forming?

A
  • A method for constructing a repetitive structure such as a core, lift shaft or stairwell.
  • The formwork is constantly moving upwards, approx. 1” every 10mins.
  • The concrete that becomes exposed must be cured enough to support.
20
Q

Advantages of slip forming

A
  • Crane use minimised
  • Can achieve high production rates
  • Expsoed concrete can be finished at the bottom of rising formwork
  • Minimal scaffold requirements
  • Minimal crane time required
21
Q

Disadvantages of slip forming

A
  • Needs lots of coordination and a highly skilled workforce

* Little flexibility to change once concreting has begun

22
Q

What is jump forming?

A
  • Jump forming is where a significant height of concrete is cast and left to cure.
  • The whole formwork module is then moved up and repeated.
  • It works in a similar principle to slip forming but is slower and cheaper in process terms.
23
Q

What are the factors that might affect the choice materials for internal partitions?

A
  • Fire rating requirements,
  • Restriction for noise (Db rating),
  • Visually – Opaque/Transparent
  • Fixed or movable
  • Strength - If anything is to be fixed to the wall
24
Q

What are the main components of a pitched timber roof structure?

A
  • Rafters – Provides support to roof covering. Span from eaves to ridge
  • Ridge board – Spine of roof carcass than runs along the ridge
  • Wall plates – to receive the feet of rafters at top of external wall
  • Hip rafters – where two roof surfaces meet to form external angle
  • Valley rafter – where two roof surfaces meet to form internal angle
  • Fascia – to cover feet of rafters
  • Purlins – Intermediate horizontal members to support rafters
  • Battens – small pieces of wood to which the roof covering is affixed
25
Q

What is a scaffold?

A
  • Scaffold is a temporary working platform erected around the perimeter of a building or structure to provide a safe working pla ceate a convenient heig ht.
  • Scaffold is usually required for work 1.5m above ground le ve l.
26
Q

Under what conditions would you expect a raft foundation to be used for a substructure

A

A raft can be used for lightly loaded buildings on sites with poor soils.
Heavy loads to the raft ha ve the potentia l to ca use the ra ft to move sid e wa ys a s a re sult of
raft foundations not being very deep.

27
Q

What are pad foundations?

A
  • Pad foundations provide a base for reinforced concrete or steel columns.
  • They are usually formed by making an isolated excavation in the shape of a square or rectangle.
  • They often have reinforcement mesh as part of the construction and spread the load to a layer of bearing soil or rock below.
28
Q

What is a strip foundation?

A

• Strip foundations are formed by creating a shallow continuous excavation to
support the p e rime te r and internal walls.
• They are also referred to as strip footings an nd are suitable for most subsoils and a
lig ht structural design.