The structural members of a building are built-up into its desired shapes and dimensions through the use of form
Concrete Forms
Water tight
Rigid
Strong enough to sustain the weight of fresh concrete
Selection of forms are based on
Cost of the materials
Construction and assembling cost
The number of times it could be used
Strength and resistance to pressure and tear and wear
Classification of forms
As to materials: Wood
Metal
Plastic
Composite
As to shape: Straight
Circular
Solid or hollow cast: Single
Double
As to methods of construction: Ordinary
Unit
As to uses: Foundation
Wall
Steps
Beam and Girders
Slab
Sidewalk
Types of post and wall form
Continuous
Full unit
Layer unit: Continuous
Sectional
Construction of forms consist of
Retaining Board
Supporter or studs
Braces
Spacer
Tie wire
Bolt and nails
Greasing of forms
Forms are constantly greased before its use to make the wood waterproof and prevent the absorption of water in the concrete which causes swelling and warping. Crude oil is the most economical and satisfactory materials for this purpose.
Plywood as construction form
Economical in terms of labor cost
Lightweight and handy
Smooth surface which may not require plastering
Less consumption of nails
Ease of assembling and disassembling
Available in various thickness ranging from 4; 6; 12; 20 and 25 mm with a standard commercial sizes of .90 x 1.80 and 1.20 x 2.40 meters
In determining the materials for square and rectangular column forms, one has to consider
The thickness of the board to be used
The size of the frame
Types of framework to be adopted
Formula in finding the materials for square and rectangular column forms
P = 2 (a + b) + .20
Multiply P by the height of one column times the number of columns to get the total area of the forms
Divide the total area found by 2.88 to get the number of plywood forms
Multiply the number of plywood found by 29.67 to get the board foot of frame required
Forms for circular column
Made of plain galvanized iron sheet or black sheets supported by vertical supports and circumferential ties
Formula for circumferential area of circular column forms
C = 3.1416 x diameter x Height x No. of Columns
Forms for beam and girder
Made of either metal or plywood materials supported by galvanized pipe staging or wooden lumber of varying sizes from 2 X 2; to 2 X 3 frames. Wooden lumber forms are rigidly supported with sufficient vertical and diagonal bracing to carry the heavy load of concrete. The ease of dismantling is the primary consideration in the assembling of forms.
Formula in finding the materials for beam and girder form
P = 2 (d) + b + .10
Multiply P by the length and number of beams to get the Total Area of the forms.
TO 2 X 4 ARE USED
Wooden lumber forms are rigidly supported with sufficient vertical and diagonal bracing to carry the heavy load of concrete weighing approximately 65 kilograms per cubic foot
The ease of dismantling is the primary consideration in the assembling of forms
The freedom from pain and difficulty in removing the form depends on how it was fastened
FORMULA IN FINDING THE MATERIALS FOR BEAM AND GIRDER FORM
1. P = 2 (d) + b + .10
2. Multiply P by the length and number of beams to get the Total Area of the forms
3. Divide the total area found by 2.88 to get the number of plywood terms
4. Multiply the number of plywood found by 22 get the board foot of frame required
Scaffolding
Temporary wooden structure for workers during building erection or repair
Staging
Substantial framework built progressively as buildings rise
The different parts of scaffolding to consider
Vertical support
Base of vertical support (as needed)
Horizontal member
Diagonal braces
Block and wedges
Nails or bolts
Shift towards metal pipe scaffolding for durability and ease of assembly
Challenges in sourcing traditional lumber
Introduction of alternatives: plywood, synthetic board, metal sheet, plastic
Balancing cost and benefits of plastic forms and exploring cost-effective alternatives
SOLUTION
1. SCAFFOLDING FOR COLUMNS
2. SCAFFOLDING FOR THE BEAM
Total length of 6 beams is 51 meters
Factors that affect the percentage of waste of forms and scaffolding
- Difference in height between floors may require adjustment of the forms and vertical support
Difference in sizes of beams and girders requires adjustments of the forms
Major causes of forms and scaffolding tear and wear are the dismantling, transferring, and re-assembling operations
Reckless use and handling of the materials include the making of firewood and pilferages during the construction
Use of inferior quality lumber contributes to the high percentage of waste and risk to the workers
Steel Pipe Scaffolding
- Can be used freely to prefabricate height and width according to the places and forms to install
Galvanized steel pipe with good strength makes durability and also leads to economical delivery and storage
Standard scaffolding frames have 4' (1.20 M) width available in 3 different heights ranging from .90 to 1.70 M. They are useful for access platforms and concrete support works.
Adjustable Base Jack
Adjusts the level of scaffolding on the ground, up to 25 cm
Adjustable U-Head
Adjusts the level of wood bearers/joist, up to 25 cm
Adjustable Double Prop
Heavy duty props which can be connected by cross braces or pipe and clamps for supporting slabs or beams. Required height can be attained by using inner pipe.
Adjustable Straight Prop
Ideal support for beam and slab as well as bracing for wall and column
Cross Brace
Various spans available in 1.20m, 1.50m, and 1.80 m. Short cross brace for 1.20 and .90 frame, long cross brace for 1.70m frame.
Joint Pin
Connects frame one on top of the other
Adjustable Slab Bearer
Used on extension to hold on to slab lumber joist
Sample Problem: Finding the number of 6mm x 1.20 x 2.40m plywood forms and corresponding frame using 2" x 2" and 2" x 3" lumber
Calculate the number of plywood forms needed for rectangular columns
2. Calculate the number of plywood forms needed for circular columns
3. Add the total number of plywood forms for rectangular and circular columns
Total number of 6mm x 1.20 x 2.40m plywood forms required = 72 + 24 = 96 forms