Con Tech

Structural Renovation & Restoration

"You have problems, we have solutions"

[Home]
[Services]
[Active projects]
[References]
[Emergency Response]
[Maintenance]
[Check list]
[China &Ty]

      Post Tension Repair   

Con Tech. is certified by the

                                     

                for un-bonded post - tensioning work.

 

bullet

Cable replacement

bullet

Anchor repair

bulletCable repair
bulletBlowout repair
bulletCoupler installation
bulletCorrosion evaluation
bulletEmergency repairs / shoring
bullet

Cable splicing

Emergency crews availible 24 hrs. a day - 7 days a week

Note: The procedures involved with post tensioning repair can be extremely hazardous. Cables are tensioned to approximately 189,000 pounds per square inch. A structural engineer with intimate knowledge  of post tensioning must be involved.

During the actual stressing of the tendons, some very specific safety rules are in effect. These rules apply to all involved, unit owners, construction personal, engineers and property managers. There will be absolutely no variance from this policy.

 

 

 

 

A Diagnostic Building Checklist for Damage Evaluation.

1.  Identify the type of balcony and/or walkway construction.

Are original plans available ______

____Cast-in place                                   ____# of balconies

____Post-tensioned                                ____# of catwalks            

____Precast with topping                       ____Parapet

____Parapet                                            ____Kneewall w/rail

____Slab w/rail                                        ____Cast in rail

____Rail pocket/grout                            ____Surface mount rail

2.  Conduct a visual survey of the structure

Rust stains

Spalls

Cracks

Waterproofing

Wood rot

Probable source

_____

_____

_____

_____

_____

# of locations affected

 

North

_____

_____

_____

_____

_____

South

_____

_____

_____

_____

_____

East

_____

_____

_____

_____

_____

West

_____

_____

_____

_____

_____

Areas affected

Slab edge

_____

_____

_____

_____

_____

Top of slab

_____

_____

_____

_____

_____

underside of slab

_____

_____

_____

_____

_____

Railing pockets

_____

_____

_____

_____

_____

Near/under door frame

_____

_____

_____

_____

_____

Transitions (column/wall/slab)

_____

_____

_____

_____

_____

PT anchor pockets

_____

_____

_____

_____

_____

3.  Deterioration/failure of previous repairs

When were previous repairs performed_________________________________________

Type of failed repair_________________________________________

# of areas affected

_____North    _____South   _____East    _____West

4.  Aesthetic problems

_____Staining                                          _____Screens/enclosures

_____Modern railings                              _____Hurricane shutters

_____Walkways

5.Damage Summary

_________________________________________________________________________

_________________________________________________________________________

_________________________________________________________________________

_________________________________________________________________________

_________________________________________________________________________

Home ] Up ]

Last modified: 2009-03-25            [Home] [Services] [Active projects] [References] [Emergency Response] [Maintenance] [Check list] [China &Ty]