Aquatics Centre

Adam Whiteside
Mind Map by Adam Whiteside, updated 12 months ago
Adam Whiteside
Created by Adam Whiteside 12 months ago
13
0

Description

Engineering Mind Map on Aquatics Centre, created by Adam Whiteside on 10/02/2019.

Resource summary

Aquatics Centre
1 Liverpool
1.1 Iconic to Liverpool
1.1.1 The Beatles
1.1.2 LFC
1.1.3 Liver bird
1.1.4 Red
1.2 Landmarks
1.2.1 Liver Building
1.2.2 Cavern Club
1.2.3 Radio tower
1.2.4 St Georges Hall
1.2.5 Liverpool Cathedral
1.2.6 Anfield
1.2.7 Albert Docks
2 Structure
2.1 Arch
2.1.1 Examples
2.1.2 Materials
2.1.2.1 Timber
2.1.2.1.1 Connections?
2.1.2.1.2 Glulam or Solid?
2.1.2.1.3 Sustainable
2.1.2.1.4 Deconstruction?
2.1.2.2 Steel
2.1.2.2.1 Can be easily deconstructed
2.1.2.3 Concrete
2.1.2.3.1 Poor Deconstructability
2.1.3 Advantages
2.1.3.1 Looks good
2.1.3.2 Good for large spaces
2.1.3.2.1 Removes the need for intermediate columns
2.1.4 Disadvantages
2.1.4.1 Large foundations required
2.1.4.1.1 Large horizontal forces
2.1.4.2 Complex construction
2.1.4.2.1 Hard to deconstruct
2.2
2.3 Frame
2.3.1 Portal Frame
2.3.1.1 Good if a large amount of uninterupted space is required
2.3.1.2
2.3.2 Advantages
2.3.2.1 Simple construction/deconstruction
2.3.2.2 Simple design
2.3.3 Disadvantages
2.3.3.1 Lots of columns
2.3.3.1.1 Intersects rooms/spaceplan
2.4 Arched roof with frame
3 Sustainability
3.1 Materials
3.1.1 Steel
3.1.1.1 Advantages
3.1.1.1.1 Flexible
3.1.1.1.2 High Strength to Weight ratio
3.1.1.1.3 Easily Fabricated
3.1.1.1.4 Durable
3.1.1.1.5 Easy Construction/Deconstruction
3.1.1.2 Disadvantages
3.1.1.2.1 Not Fireproof
3.1.1.2.1.1 Expensive fireproofing costs
3.1.1.2.2 Susceptible to Corrosion
3.1.1.2.3 High Maintenance costs
3.1.1.2.4 High Embodied Carbon
3.1.2 Concrete
3.1.2.1 Advantages
3.1.2.1.1 Fireproof
3.1.2.1.2 Durable
3.1.2.1.3 Cast into any shape
3.1.2.1.4 Resistant to wind and water
3.1.2.1.5
3.1.2.2 Disadvantages
3.1.2.2.1 Less ductile
3.1.2.2.2 Low Strength to Weight ratio
3.1.2.2.3 Low tensile strength - needs reinforcement
3.1.2.2.4 High Embodied Carbon
3.1.2.2.5 Low recycleability
3.1.3 Masonry
3.1.3.1 Advantages
3.1.3.1.1 Non-Combustable
3.1.3.1.2 Good thermal mass
3.1.3.1.3 Asthetically pleasing
3.1.3.1.4 Strong in Compression
3.1.3.2 Disadvantages
3.1.3.2.1 High Density
3.1.3.2.2 Long Construction Time
3.1.3.2.3 Rely entirely on foundations for stability
3.1.3.2.4 High Embodied carbon in cement
3.1.3.2.5 Quality dependent on workmanship
3.2 Transportation of materials
3.2.1 Local materials
3.2.2 Fabricate off-site
3.2.2.1 Reduces amount of materials to be transported
3.2.3 Use greener vehicles
3.2.3.1 Electric
3.3 Construction Method
3.3.1 Onsite
3.3.1.1 Allow for later design changes
3.3.1.2 Weather can cause problems
3.3.1.2.1 Rain cause ground to be saturated
3.3.1.3 Lots of construction traffic
3.3.1.3.1 Delivering materials
3.3.2 Offsite
3.3.2.1 Improved quality control
3.3.2.1.1 No effect of weather
3.3.2.2 More energy efficient
3.3.2.2.1 Less heavy machinery
3.3.2.2.2 Less materials for transportation
3.3.2.3 Reduced waste
3.3.2.3.1 Factory based working more efficient
3.3.2.3.2 Exact specifications
3.3.2.4 Reduce time onsite
3.3.2.4.1 Less disruptive for locals
3.3.2.4.1.1 Less noise
3.3.2.4.1.2 Less ground disturbance
3.3.2.4.1.3 Less construction traffic
3.4 Construction waste
3.4.1 Three R's
3.4.1.1 Reduce
3.4.1.2 Reuse
3.4.1.3 Recycle
3.4.2 Plan properly
3.4.2.1 Comprehensive plans
3.4.2.1.1 Gantt chart
3.4.2.2 Correct dimensions given
3.4.2.3 Keep check of all inventory
3.4.2.3.1 Reduces additional material deliveries
4 Deconstruction/Temporary
5 Architecture
6 Location
6.1 Albert Dock
6.2 Salthouse Dock
6.3 Canning Dock
7 Ultility Access
7.1 Water Supply
7.2 Electricity
8 Construction
8.1 Site Access
8.1.1 Limited Space
8.2 Lifting equipment
8.2.1 Types of cranes
8.2.1.1 Barge mounted crane
8.3 Isolation of work area
8.3.1 Cofferdam barrier
8.4 Site Preparation
8.4.1 Site Clearance
8.4.1.1 Vegetation and wildlife removal
8.4.2 Emergency Procedure
8.4.2.1 Extreme Weather conditions
8.4.2.1.1 Snow
8.4.2.1.2 Servere Frost
8.4.2.1.3 Heavy Rainfall
8.4.2.2 Pollution Incident
8.4.2.2.1 Spillage
8.4.2.2.2 Failure of tempory works
8.4.2.3 Assess potential flood risk
8.4.3 Site Set-up
8.4.3.1 Site office
8.4.3.2 Material storing system
8.4.3.3 Welfare units
8.4.3.3.1 Canteen
8.4.3.3.2 Drying room
8.4.3.3.3 Toilets and showers
9 Sites
9.1 Potential Locations
9.1.1 Salthouse Dock
9.1.2 Albert Dock
9.1.3 Canning Dock
9.2 Site Constraints
9.2.1 Unexploded Bombs
9.2.2 Environmental Constraints
9.2.2.1 Potential Flooding
9.2.2.2 High Winds
9.2.2.3 Wildlife
9.2.3 Existing Structures
9.2.3.1 Limits to Construction
9.2.3.1.1 Accesibility
9.2.3.2 Effect of Construction on existing buildings
9.2.3.3 Underground structures
9.2.3.3.1 Mersey Tunnel
9.2.3.4 Condition of existing structures
9.2.3.4.1 Can they be used for support?
9.2.4 Ground conditions
10 Sections
10.1 Front of house
10.1.1 Premium Entrance
10.1.1.1 Toilets
10.1.1.2 Lounges
10.1.2 General Entrance
10.1.2.1 Concessions
10.1.2.2 Cafe
10.1.2.3 Concourse
10.1.2.4 Toilets
10.1.2.5 Kitchen
10.1.2.6 Shops
10.2 Seating
10.2.1 Premium
10.2.2 Media
10.2.3 VIP
10.2.4 General
10.3 Field of play
10.3.1 Poolside Deck
10.3.2 Diving Pool
10.3.3 Training pool
10.3.4 Main Pool
10.4 Back of House
10.4.1 Athletes and Officials
10.4.2 Plant
10.4.3 Operations
10.4.3.1 Reception
10.4.3.2 Offices
10.4.3.3 Loading
10.4.3.4 Storage
10.4.3.4.1 Cleaning cupboards
10.4.3.5 Kitchen
10.4.3.6 Admin/changing
10.4.3.7 Foyer
10.4.4 Waste disposal
11 Events
11.1 Diving
11.2 Swimming
11.3 Sinchronized swimming
Show full summary Hide full summary

Similar

201 Practice Paper 1
Peter Cunningham
301 Practice Paper 1
Peter Cunningham
Orbital Mechanics
Luke Hansford
Module 1: Introduction to Engineering Materials
Kyan Clay
Software Processes
Nurul Aiman Abdu
Mathematics
rhiannonsian
302 Practice Paper 2
Peter Cunningham
AOCS - Attitude and orbit control systems
Luke Hansford
Health & Safety Quiz
Peter Cunningham
audio electronics
Lillian Mehler