Featured Articles

Under the Dome, Defining New Landmarks in East Africa: Empowering Public Spaces with Our Bespoke Design

图片
  On the skylines of Nairobi, Addis Ababa, and Dar es Salaam, modern municipal buildings are rising. With East Africa’s economic growth and the preparation for major international events and cultural festivals, stadiums, museums, and convention centers are no longer just functional structures – they have become the “calling cards” that showcase a city’s ambition and vitality.   However, when developing such large-scale public buildings, owners and government bodies often face a key challenge: how to achieve unobstructed, large-span spaces while balancing aesthetics and safety? Traditional concrete structures struggle to meet the open-view requirements of stadiums or the artistic fluidity of museums. That is exactly where our expertise comes in. As a team specialized in steel structure design with multiple successfully delivered municipal projects in East Africa, we deeply understand the social significance of these buildings. We provide not just steel structures, but fully tai...

Disadvantages of prestressed concrete structures

 

Concrete Steel Structure
Concrete Steel Structure

1. The process is more complex, high quality requirements, thus requiring a more skilled professional team, and there are problems of interspersed types of work.

2. Sub-stress. Secondary stresses due to prestressing, creep and shrinkage effects, temperature variations, and bearing subsidence can be severe in continuous structures unless these are controlled or accounted for in the design. In prestressed continuous structures, it is interesting to note that these secondary stresses can often be exploited advantageously, and thus the secondary stresses will increase the economy of the structure.

3. Friction losses in continuous force bars. Friction losses can be significant if there are many reverse curves, if the curves have large deflection angles, or if the force bars are too long. In beams with corrugations or added axils, friction losses can be minimised by using straighter cables. The usual methods of over-tensioning and tensioning from both ends can also be used to minimise friction losses.

4. Certain specialised equipment is required, such as tensioning rigs and grouting equipment. Pre-tensioning method requires a tensioning pedestal; post-tensioning method also consumes a larger number of reliable quality of anchorage, etc.. However, now the more widely used slow bond prestressing is a great improvement on this basis.

5. The start-up cost of prestressed concrete structure is larger, and the cost is higher for projects with a small number of members.

6. Prestressed reverse arch is not easy to control. It increases with the increase of concrete creep, causing the structure to finish unevenly. Especially the pre-stressed prefabricated members are more significant, the anti-arch is not coordinated, and the cracking problem of the members brings more difficulties to the site.

7. Under high temperature conditions, the strength of reinforced concrete after applying prestressing will be significantly reduced, leading to a decrease in its fire resistance limit, so there are safety hazards in building fire protection.

评论

此博客中的热门博文

What is a coal bunker?

What is the difference between a single-layer reticulated shell and a double-layerreticulated shell?

What are the differences between bolted ball grids and welded ball grids?