Week 6

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Week 6

• Timber based columns
• Erecting, propping, plumbing up and cramping
  technology
• Circular proprietary column systems

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How to construct timber based column panels

• Select your material - 100 mm x 50 mm european
  whitewood
• 18 mm WBP ( Water and boilproof ) plywood
• Cut your backing timber to length Check your
  specification or drawing for the column
  dimensions
• Add 18 mm to the finished width of the column for
  the plywood facing rips
• Ie For a column which is 400mm wide The
  plywood will be 418 mm wide,

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How to construct timber based column panels
The timber should overhang by 50 mm on one side
100 mm x 50 mm timber backing
Plywood facing Note for a 400 column the ply
is cut 418 mm wide
418
The timber should overhang by 18 mm on one side
Note you must make 4 of these panels to form a
set
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Activity 9

• Reproduce this diagram on A4 drawing paper using
  drawing boards and equipment. Do not draw this
  diagram to scale just proportion it to your
  drawing paper

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• Draw a cross sectional ( Overhead view ) of the
  formwork required to cast a 500 mm x 500 mm
  column. The drawing should be drawn to a scale of
  15

Column cramps 75 mm wide
500 mm x 500 mm Coumn
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Week 7

• Suspended slabs
• Erecting, propping and edge forming technology

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Activity 10
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Week 8

• Suspended slab with drop edge beam
• Formwork construction requirements
• A listing of all the requirements of formworking
  materials and equipment.
• The details are for before during and after the
  erection of formwork

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Activity 11
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Activity 12
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Week 9

• Calculations
• Working out volumes of concrete
• Hydrostatic pressure

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Activity 13 Calculations
Your tutor will discuss the working out with the
class once you have attempted the calculations
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Activity 14
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Hydrostatic pressure
Example Calculate the maximum hydrostatic
pressure at the bottom of a 2 m high concrete
column, assuming the density of concrete is 2400
kg/m3. Maximum hydrostatic
Density of Distance
from top Pressure at any point
Concrete (Kg/m3 x of
form
100 ( Converts to KN Max pressure
2400 x 2 100 Max
pressure 48 KN/m2
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• Calculate the maximum hydrostatic pressure on the
  following columns
• Height 1.4 m Density of concrete 2400
  Kg/m3
• Height 1.8 m Density of concrete 2500
  Kg/m3
• C. Height 3.4 m Density of concrete
  2450 Kg/m3

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Week 10

• Selecting plant, materials, equipment and
  resources
• Reading the information
• Occupations, roles, trades and responsibilities
  within the construction industry
• List the trades

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Activity 15 16On Site Trades -
Tasks they carry out

• Joiner / Carpenter Fit floor joists, fit
  windows, hanging doors
• Bricklayer Setting out buildings, laying
  bricks, laying blocks
• Plumber Central heating, toilets, bathrooms
• Plasterer Applying Bonding, browning, finish,
  fixing plasterboard, board finish, ceilings, dry
  lining, restoration work, repair
• Electrician Fitting consumer units, back boxes,
  lighting circuits, sockets and appliances
• Scaffolder- Erecting and dismantling all types of
  scaffolding
• Groundworker Excavating, landscaping, drainage
  and road forming
• Roof tiler Battening, felting and tiling all
  types of roof

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Activity 17

• Scale measurement
• Just measure the lines in your activity book and
  multiply it by the scale size
• IE 1 5 multiply by 5

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• Activity 18
• Draw the type of line at the side of the
  descriptions below
• Main Outlines -
• Hidden Detail -
• Centre Lines -
• Broken Lines -
• Open Arrowhead -
• Solid Arrowhead -

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