πFORMWORK DISMANTLING:
π«Formwork dismantling, also known as stripping or striking, involves carefully removing the temporary molds used to shape concrete after it has hardened, ensuring the concrete structure is not damaged and that the formwork is handled safely.
π·Here's a more detailed breakdown of the process:
π§1. Timing is Crucial:
Wait for Concrete to Cure:
Formwork should only be removed after the concrete has gained sufficient strength to support itself.
πFactors Affecting Curing Time:
The exact time depends on the concrete mix, ambient temperature, humidity, and the structure's load-bearing requirements.
Don't Rush:
Removing formwork prematurely can lead to structural failure or damage.
π§2. Safe Dismantling Practices:
Systematic Approach:
Develop a systematic method for releasing and lowering components in a controlled manner.
Start from the Top:
Remove the highest forms first, working downwards.
Use Appropriate Tools:
Use pry bars, hammers, or lifting equipment, as appropriate, to avoid damaging the concrete surface.
Avoid Damage:
Be careful not to damage the concrete, especially edges and corners.
Maintain Structural Balance:
Remove formwork on alternating sides to help maintain structural balance.
Safety First:
Use temporary platforms to minimize the risk of falls when stripping and ensure adequate lighting.
Protect Workers:
Protect workers from falling objects by setting up exclusion zones and installing warning signs.
Curing After Removal:
After removing the formwork, cover all exposed surfaces with polythene or wet hessian or ααα« to prevent moisture loss for about 5 days, so that the concrete is fully cured.
π§3. Specific Considerations:
Vertical Formwork:
Often removed by using pry bars, hammers, or lifting equipment, as appropriate.
Horizontal Formwork:
May require props to be left under the slab until it gains sufficient strength.
Bridge Formwork:
Follow specific procedures for dismantling steel formwork of bridges, including removing supports and arches in a controlled manner.
Aluminum Formwork:
Follow specific procedures for construction and dismantling of aluminum alloy formwork, including removing diagonal supports and wall bolts.
π§4. Post-Dismantling:
Recycle or Dispose Responsibly:
If formwork is still in good condition, it may be reused for other parts of your project or stored for future projects.
Clean and Store:
Clean up the removed formwork and accessories in time, and transport them to the same position on the upper floor and lay them flat.
Maintenance:
Ensure the formwork is carefully handled at all times to maintain its value and operational readiness.
Waste Removal:
Damaged material Boards shall be removed as per Ethiopian waste management procedures.
@etconp
π«Formwork dismantling, also known as stripping or striking, involves carefully removing the temporary molds used to shape concrete after it has hardened, ensuring the concrete structure is not damaged and that the formwork is handled safely.
π·Here's a more detailed breakdown of the process:
π§1. Timing is Crucial:
Wait for Concrete to Cure:
Formwork should only be removed after the concrete has gained sufficient strength to support itself.
πFactors Affecting Curing Time:
The exact time depends on the concrete mix, ambient temperature, humidity, and the structure's load-bearing requirements.
Don't Rush:
Removing formwork prematurely can lead to structural failure or damage.
π§2. Safe Dismantling Practices:
Systematic Approach:
Develop a systematic method for releasing and lowering components in a controlled manner.
Start from the Top:
Remove the highest forms first, working downwards.
Use Appropriate Tools:
Use pry bars, hammers, or lifting equipment, as appropriate, to avoid damaging the concrete surface.
Avoid Damage:
Be careful not to damage the concrete, especially edges and corners.
Maintain Structural Balance:
Remove formwork on alternating sides to help maintain structural balance.
Safety First:
Use temporary platforms to minimize the risk of falls when stripping and ensure adequate lighting.
Protect Workers:
Protect workers from falling objects by setting up exclusion zones and installing warning signs.
Curing After Removal:
After removing the formwork, cover all exposed surfaces with polythene or wet hessian or ααα« to prevent moisture loss for about 5 days, so that the concrete is fully cured.
π§3. Specific Considerations:
Vertical Formwork:
Often removed by using pry bars, hammers, or lifting equipment, as appropriate.
Horizontal Formwork:
May require props to be left under the slab until it gains sufficient strength.
Bridge Formwork:
Follow specific procedures for dismantling steel formwork of bridges, including removing supports and arches in a controlled manner.
Aluminum Formwork:
Follow specific procedures for construction and dismantling of aluminum alloy formwork, including removing diagonal supports and wall bolts.
π§4. Post-Dismantling:
Recycle or Dispose Responsibly:
If formwork is still in good condition, it may be reused for other parts of your project or stored for future projects.
Clean and Store:
Clean up the removed formwork and accessories in time, and transport them to the same position on the upper floor and lay them flat.
Maintenance:
Ensure the formwork is carefully handled at all times to maintain its value and operational readiness.
Waste Removal:
Damaged material Boards shall be removed as per Ethiopian waste management procedures.
@etconp
β€5π2
πFactors influencing the strength of concrete
π«The strength of concrete is mainly affected by the quality of raw materials, cement content, water-to-cement ratio, concrete pressure during pouring, concrete life, and treatment conditions.
βοΈMajor factors affecting the strength of concreteα¦
1. Quality of Raw Materials
Cement: It must meet standard specifications and be stored in dry conditions. Any pollution or loss of quality diminishes strength.
Gravel (gravel and sand): Its shape, size, purity, clay and salts (chlorides, sulfates) are very important.
Water: Preferably drinkable, as contaminated water affects chemical reaction.
2. Water to Cement Ratio
As the percentage of water to cement increases, the gaps in the interior structure of concrete increase, thus the strength decreases.
The ideal ratio strikes a balance between maneuverability and pressure force.
If the percentage is too low, the concrete becomes hard of the blood, which also leads to weak strength
3. The Contents of Cement
Increasing cement content (with consistency of water) reduces the content of water to cement, thus increases strength.
But too much cement can lead to shrinking and cracking problems.
4. Compaction of Concrete
Good blood removes air gaps and increases the density of concrete, improving its resistance.
Weakness of pressure leads to internal gaps that diminish strength.
5. The Age Of Concrete
Concrete gains most of its strength within 28 days of pouring.
Strength continues to increase with age if handled correctly
6. The Conditions of Curing
Curing Compounds are essential to retain moisture.
Untreated direct sun exposed concrete is much weaker than treated concrete.
πPractical notes
βΊUntreated concrete under direct sun may be as strong as one quarter of the strength of water-treated concrete at 20Β°C.
βοΈTherefore, processing and durability are the two most neglected workers on site, though they determine the quality of final concrete more than anything else.
@etconp
π«The strength of concrete is mainly affected by the quality of raw materials, cement content, water-to-cement ratio, concrete pressure during pouring, concrete life, and treatment conditions.
Any failure in these factors will result in weak mechanical resistance of concrete.
βοΈMajor factors affecting the strength of concreteα¦
1. Quality of Raw Materials
Cement: It must meet standard specifications and be stored in dry conditions. Any pollution or loss of quality diminishes strength.
Gravel (gravel and sand): Its shape, size, purity, clay and salts (chlorides, sulfates) are very important.
Water: Preferably drinkable, as contaminated water affects chemical reaction.
2. Water to Cement Ratio
As the percentage of water to cement increases, the gaps in the interior structure of concrete increase, thus the strength decreases.
The ideal ratio strikes a balance between maneuverability and pressure force.
If the percentage is too low, the concrete becomes hard of the blood, which also leads to weak strength
3. The Contents of Cement
Increasing cement content (with consistency of water) reduces the content of water to cement, thus increases strength.
But too much cement can lead to shrinking and cracking problems.
4. Compaction of Concrete
Good blood removes air gaps and increases the density of concrete, improving its resistance.
Weakness of pressure leads to internal gaps that diminish strength.
5. The Age Of Concrete
Concrete gains most of its strength within 28 days of pouring.
Strength continues to increase with age if handled correctly
6. The Conditions of Curing
Curing Compounds are essential to retain moisture.
Untreated direct sun exposed concrete is much weaker than treated concrete.
πPractical notes
βΊUntreated concrete under direct sun may be as strong as one quarter of the strength of water-treated concrete at 20Β°C.
βοΈTherefore, processing and durability are the two most neglected workers on site, though they determine the quality of final concrete more than anything else.
@etconp
β€15π2π1
πMain abbreviation in Construction engineering
1. BBS= Bar Bending Schedule
2. F.O.S= Factor of Safety
3. RCC = Reinforced Cement Concrete
4. PCC = plain cement concrete
5. NDT = Non destructive test
6. DL = Dead load
7. LL = live load
8. UDL = uniformly distributed load
9. FEM = finite element method
10. CAD = computer aided design
π Question π¬
1οΈβ£. Whatβs EBCS
2οΈβ£. whatβs BIM stands for
3οΈβ£. whatβs FCR
4οΈβ£. Whatβs W/C ratio
5οΈβ£. Whatβs FM ?
6οΈβ£. Whatβs TMT ?
7οΈβ£. Whatβs Fck
8οΈβ£. Whatβs HYSD
@etconp
1. BBS= Bar Bending Schedule
2. F.O.S= Factor of Safety
3. RCC = Reinforced Cement Concrete
4. PCC = plain cement concrete
5. NDT = Non destructive test
6. DL = Dead load
7. LL = live load
8. UDL = uniformly distributed load
9. FEM = finite element method
10. CAD = computer aided design
π Question π¬
1οΈβ£. Whatβs EBCS
2οΈβ£. whatβs BIM stands for
3οΈβ£. whatβs FCR
4οΈβ£. Whatβs W/C ratio
5οΈβ£. Whatβs FM ?
6οΈβ£. Whatβs TMT ?
7οΈβ£. Whatβs Fck
8οΈβ£. Whatβs HYSD
@etconp
β€14π±2
Permanent dimension changes due to loading is termed as:
Anonymous Quiz
6%
Extent
25%
Strain
21%
Creep
49%
Deformation
β€7
Which admixture is used to improve workability?
Anonymous Quiz
50%
Plasticizers
10%
Aggregates
32%
Accelerators
7%
Reducers
π₯°5β€4
The accumulation of water on the outer surface of concrete is called:
Anonymous Quiz
28%
Curing
60%
Bleeding
9%
Absorption
3%
Hardening
π3
In the slope deflection equations, the
deformations are considered to be caused by
deformations are considered to be caused by
Anonymous Quiz
15%
a) Shear force
36%
(b) Bending moment
18%
(c) Axial force
32%
(d) Bending moment and shear force both
π4β€2
A fixed beam settles at one end by Ξ΄, if EI is the
flexural rigidity of the beam, the fixed end
moments at the ends be
flexural rigidity of the beam, the fixed end
moments at the ends be
Anonymous Quiz
25%
(a) EI Ξ΄/L2
31%
(b) 2EI Ξ΄/L2
28%
(c) 4EI Ξ΄/L2
16%
(d) 6EI Ξ΄/L2
π4β€2
The elastic curve of a beam means
Anonymous Quiz
25%
(a) BMD
8%
(b) SFD
28%
(c) Deflection curve
40%
(d) Stress-strain curve
π11β€1
The deflection of beams may be decreased by
Anonymous Quiz
70%
(a) Increasing the depth of beam
13%
(b) Increase the span
10%
(c) Decreasing the depth of beam
7%
(d) Increasing the width of beam
β€6π3
Conjugate beam of an indeterminate structure
will be
will be
Anonymous Quiz
25%
(a) Unstable
43%
(b) Indeterminate
26%
(c) Stable
5%
(d) Can't say
π6β€5π1
βThe deflection of a point in the real beam is
numerically equal to the bending moment at
the corresponding point in the conjugate beamβ. This theorem is used for analysis of beams in which of the following methods?
numerically equal to the bending moment at
the corresponding point in the conjugate beamβ. This theorem is used for analysis of beams in which of the following methods?
Anonymous Quiz
13%
(a) Castigliano's method
32%
(b) Moment area method
51%
(c) Conjugate beam method
4%
(d) None of the above
π6β€2
The principle of virtual work is applied to elastic
system by considering virtual work done by
system by considering virtual work done by
Anonymous Quiz
19%
(a) Internal forces only
19%
(b) External forces only
58%
(c) Internal as well as external forces
4%
(d) None of the above
π1
Which of the following statements is not
applicable to Unit Load Method?
applicable to Unit Load Method?
Anonymous Quiz
24%
(a) External and internal forces are in equilibrium
23%
(c) The material is strained well within elastic limit
31%
(d) The structure is redundant
21%
(b) The structure is determinate
β€5
In reinforced concrete construction, the
structures in which marked changes in plane
dimension take place abruptly shall be provided with :
structures in which marked changes in plane
dimension take place abruptly shall be provided with :
Anonymous Quiz
15%
(a) contraction joints
16%
(b) vertical cut
35%
(c) construction joints
34%
(d) expansion joints
β€6
In reinforced cement concrete construction; lap
splices are not recommended to be used for
rebars when the bar diameter is more than :
splices are not recommended to be used for
rebars when the bar diameter is more than :
Anonymous Quiz
43%
(a) 32 mm
13%
(b) 30 mm
29%
(c) 36 mm
15%
(d) 25 m
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Effective moment of inertia for short term
deflection of a reinforced concrete section does
not depend onβ
deflection of a reinforced concrete section does
not depend onβ
Anonymous Quiz
20%
(a) the maximum moment under the service load
21%
(c) breadth of the compression face
35%
(d) ultimate shrinkage strain of concrete.
24%
(b) depth of the neutral axis
π5β€1
At the time of bending of a beam, a layer is
neither elongated nor contracted is.
neither elongated nor contracted is.
Anonymous Quiz
16%
(a) Axis of symmetry
62%
(b) Neutral axis
13%
(c) Axis of moment
9%
(d) Axis of load
π4β€2
Quality of reinforcing steel is evaluated by :
Anonymous Quiz
9%
(a) Compressive strength
60%
(b) Tensile strength, ductility
28%
(c) Yield strength, ductility
4%
(d) None of the above
β€3
The additional cover thickness to be provided
in reinforced concrete member that are total
immersed in sea water is :
in reinforced concrete member that are total
immersed in sea water is :
Anonymous Quiz
28%
(a) 25 mm
12%
(b) 30 mm
10%
(c) 35 mm
50%
(d) 40 mm
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