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Construct a Precast Prestresse
:BuildingFactoryProduction
ConstrictionFactory
1. Precaste Concrete
Foundations, Column with
corbels, Beams, Hollow Core
Slabs, and walls have been
used.
2. Precast Column Installation:
24255 Ib, 36 ft ht (11Ton,
11m ht); 8 Cols/ day.
3. Surveying using (Total
Station - Leica TPS400).
Ehab Al-Timimi
Precast installing site Engineer
Apr 2007
Ehabtariq_civil@yahoo.com
After 40% of
construction:
Starting,
Hollow Core
production.
Page 2 of 6
Column installation Column Dim = 12X1X0.4 m
1 2
65
3
4
7 8
Page 3 of 6
Column Hooking Catch
1
3
54
2
Page 4 of 6
Concrete Grouting
Page 5 of 6
Another
One
Page 6 of 6
Column Wight = 11 Ton
Dim 10X1.10X0.40 m
Leica TPS400, Total Station
INSTALLATION PERIOD
1 column /1 hr.
ENG. EHAB AL-TIMIMI – STRUCTURAL ENGINEER, 4/2007.

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Column Installation April 2007

  • 1. Page 1 of 6 Construct a Precast Prestresse :BuildingFactoryProduction ConstrictionFactory 1. Precaste Concrete Foundations, Column with corbels, Beams, Hollow Core Slabs, and walls have been used. 2. Precast Column Installation: 24255 Ib, 36 ft ht (11Ton, 11m ht); 8 Cols/ day. 3. Surveying using (Total Station - Leica TPS400). Ehab Al-Timimi Precast installing site Engineer Apr 2007 Ehabtariq_civil@yahoo.com After 40% of construction: Starting, Hollow Core production.
  • 2. Page 2 of 6 Column installation Column Dim = 12X1X0.4 m 1 2 65 3 4 7 8
  • 3. Page 3 of 6 Column Hooking Catch 1 3 54 2
  • 4. Page 4 of 6 Concrete Grouting
  • 5. Page 5 of 6 Another One
  • 6. Page 6 of 6 Column Wight = 11 Ton Dim 10X1.10X0.40 m Leica TPS400, Total Station INSTALLATION PERIOD 1 column /1 hr. ENG. EHAB AL-TIMIMI – STRUCTURAL ENGINEER, 4/2007.