Home
Role of Consultant | Design Considerations | Engineers| Quantity Serveyors | Land Surveyors | Interior Designers | Specific Consultants | Finishes | Completion |
Landscaping Consultants | Local Authoroty Approvals | Astrological Implications | Building Technology |
Construction Details | Production Information |
Tendering | Contract Management |
Certificate of Conformity |





PRESTRESSED CONCRETE


Concrete is strong in compression and poor in tension. With prestressed concrete a precompression is induced into the member to make full use of its own inherent compressive strength when loaded. There a
re two types of prestressed concrete.

01. 

Pre-tensioned concrete
In this method, the tendons (or reinforcements) are tensioned before the concrete is poured. Steam curing is used to accelerate this process to achieve 24-hour strength in concrete. Stressing of tendons is done with the help of hydraulic jacks. After curing the tendons are released or cut and the bond between the stressed wires and the concrete prevents the tendons from regaining their original length maintaining the prestresses.

02. 

Post tensioned concrete
In post-tensioning the concrete is cast around ducts or sheeting in which the tendons are to be housed. Stressing is carried out after the concrete is cured by means of hydraulic jacks. After stressing, the duct is filled with grout to prevent corrosion of tendons.

In general it is found that i. up to 6.0m span traditional reinforced concrete is the most economic method. ii. for spans between 6m - 9m the two options are compatible iii. over 9m spans prestressed concrete is economical

Main advantages of prestressing

Makes full use of the inherent compressive strength of concrete.

Makes full use of the special alloy steels used to form the prestressing tendons.

Eliminates tension cracks thus reducing the risk of corrosion of steel components.

Reduces sheer stresses

For any given span and loading condition a component with a smaller cross section can be used thereby giving a reduction in weight.

Individual precast units can be joined together to form a composite member.

Main disadvantages


High degree of control over materials, design and quality of workmanship is required.

Special alloy steels are dearer than most traditional steels used in reinforced concrete.

Extra cost of special equipment required carrying out the prestressing activities.

Cost of extra safety requirements needed whilst stressing tendons.

[Back to Construction] [Top] [Next]



CONSULTANTS
Architects | Quantity Surveyors | Contractors | Consultants | Landscape | Interior | | Concrete | Developers | Land| Mortgage |Government | Brokers | Surveyors | Advice | Guide | Apartments


PRODUCTS
Paints | Tiles | Curtains | Lights | Furniture | Carpets | Air Conditioning | Sanitaryware | Security | Doors | Electrical | Granite | Fire | Insulation | Locks | Marble | Roof | Timber | Pantry Accessories | Water Pumps | Roller Shutters

Best resolution 800 x 600 using MS Internet Explorer 4.00v or Higher........!
Copyright (C) 2001 Home Page (Pvt) Ltd. All rights reserved. Reproduction in whole or in part with out permission is prohibited