Technology Studies Flashcards
Mast Climbers (6)
Reduced Access Time Single 5000kg Double 10,000kg Increased Capacity Improved Safety Reduced Damage Risk to Components Reduces fixing period by 40%
Scaffolds
Useful for lightweight panels in not high rise projects
Tower / Mobile Cranes
Can be slow and expensive
Influence on choice of panels (5)
Size and Weight Method of fixing Fixing plant requirements Access to the building Scaffold or fixing from internal floors
Beam and Block Floor (5)
Also known as Beam and Pot Wide range of block available : Beam + Polystyrene / Precast and Infill block Depth of prestressed varies 100-200mm Depends on span/loading
Metal Deck Floor (7)
Metal deck shot fired to supporting steelwork Lat stability
Shear bolts fitted to tie to main frame
Fabric reinforced / topping (concrete)
On site floor construction
Design varies sizes / shape / finishes
Various thickness depends span between beams
Incorporated into multi-storey steel framed buildings
Precast Concrete Floor (3)
Wide range of hollow and shallow designs
Depth varies 600-1200mm
Requires heavy plant for lifting
Precast Plank Floor (6)
Permanent replace to a formwork soffit suspended floor 50-100mm thick High quality due to factory production Design flexibility Fire and sound resistant Speed of erection
In-situ Concrete Framing Advantages (4)
Flexible Design
Strong monolith
Everything produced on site
Simple construction method
In-situ Concrete Framing Disadvantages (4)
Difficult to change
Errors are expensive to fix
Quality checks require
Labour intensive
Precast Concrete Frames (5)
Relatively fast to build High quality due to prefab Less labour on site Requires heavy lifting plant Logistical Difficulties
Steel Frames (6)
Completely built off site Complex structures trial erected Easy to Assemble Less labour on site Logistical difficulties Requires additional fire protection
Commercial Structural Considerations (4)
Time of Construction
Practical Design
Floor Area
Possible Changes
Residential Structural Considerations (4)
Quality
Insulation
Protection - Security and Fire
Durability
Portal Frames (5)
Use of continues or rigid frame allows for extra space
Wide Spans 60m+
Prefab components fast construction
Stress/frame deflectio taken pin/pockete (deep foundat)
Can have future expansions
Materials for Portal Frames (4)
Precast Concrete
Steel
Lattice Steel
Wood and Glulam
Diaphragm Walls (5)
Excavating a trench before main excavation
Bentonite used to stabilise excavation
Prefab reinforcement is lowered
Concrete pumped replacing reusable bentonite
Contiguous Bored Piling (5)
Bored in-site piles with grout between them Placed as near to each other as possible CFA or Rotatory Bored Piles can be used Alone not waterproof grout is needed Can incorporate ground anchors
Secant Piling (Stent Walls) (4)
Excav / Formwork / Concrete guide walls / remove form
Insert :
PFA Piles / Reinf concrete piles creates continuous wall
Break Guide walls
Insert capping beam
Ground Water Permanent Methods (8)
Sheet steel piling Ground Anchors H Piles Infill Panels Secant Piles Diaphragm Walls Continous Piles Cement and Chemical Grounding
Ground Water Temporary Methods (7)
De-Watering Well-Pointing Use of Pumps Ground Freezing Temporary Sheet Piling Bitumen Grout Electro-Osmosis
Concrete Handling Techniques (3)
Cranes / Skips
Small and Medium Pours
Site Mixed / Site Batching Plant / Ready Mix
Requires Crane and Various Skip Types
Concrete Handling Techniques (6)
Pumping
400-700 quid a day to hire
Cost / Time effective for large quantities
Cheap for small pours too
Requires careful logistical planning
Labour intensive - levelling and finishing
Requires pumping equipment
Piling Techniques (3)
Displacement
Replacement
Vibro-Replacement
Replacement Piles Types (2)
Percussion Bored - Small and Medium sized project
Rotary Bored - Any Project
Site Layout Planning (5)
Security / Fencing / Entrance Gates Location of offices / accommodation / other site service Welfare facilities Traffic Movement Plan Storage of Plant and Materials
Traffic Movement Plan (4)
Temporary Roads
Movement Corridors
Hardstandings
Access Points
Site Types - Open Field (6)
Housing estates / factory development Easy Access A lot of space to use - storage Allows for most efficient and effective construction May be far away from roads Requires new local infrastructure
Site Types - Long and Thin (5)
Restricted Width Complicated movement corridor on site Logistical Difficulties Allows for limited construction methods May cause problems and additional cost
Site Types - Restricted (7)
Tight site in cities / industrial improvement works
Occupies whole footprint / high % of site
Restricted access / care in planning required
Complex storage and equipment arrangements
Complex logistical arrangements
Potential difficulties with crane / surrounding parties
Often required basement construction
Advantages of Prefab Construction (10)
Value for Money Standardisation Minimal Wastage Minimal Defects Better Quality Control Minimal Environmental Impact Greater efficiency and productivity Increase in predictability More rapid on-site construction BIM can be used
Disadvantages of Prefab Construction (4)
Need for Fabrication sites
Increased cost of late changes
New methods of construction
Limited tolerance
Demolition Disadvantages (4)
Dangerous
Requires a lot of planning and Preparation
Requires heavy plant
Labour intensive
Methods of Demolition (5)
Human operatives (small projects) Collapse Pulling / Pushing Wrecking Ball Implosion (Technical Explosion)
Buildability Definition
The extent to which the design of the building facilitates ease of construction, subject to the overall requirements of the finished building
Buildability Factors of Influence (4)
Design
Technical requirements
Resource requirements
Future of project
Three Types of Basement Construction (3)
In-Situ Concrete Basement
Traditional Brick Basement
Pre-cast Concrete Basement