Construction Monitoring Control Systems Ltd

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  1. Index
  2. CMCS at BRE
  3. Development of AMS
  4. Non-destructive testing of Marine Jetties
  5. Fixed sensor monitoring of Diaphragm walls
  6. Monitoring Buildings during Redevelopment
  7. Tunnel Monitoring
  8. Embankment Systems
  9. Loggers
  10. Tunnel Distortion Monitoring
  11. In-place tilt monitoring system
  12. Tunnels Interaction System
  13. Re-Development of Small Properties
  14. Viaducts
  15. DLR at Mansion House
  16. Tunnel Monitoring System (Discrete beams)
  17. CTRL 240
  18. Dams
  19. Electro-levels
  20. Movement indicators
  21. Results of Charing Cross Load Cells
  22. Non-destructive testing of concrete structures
  23. Radio in Construction Monitoring
  24. Settlement Reducing Piles
  25. Land Surveying and Total Station Monitoring
  26. Vibration Monitoring
  27. Monitoring the complete strain history of concrete elements
  28. Past CMCS Projects

The photographs opposite show an example of a non destructive test being set up on a concrete beam supporting a motorway using electro-levels (ELs) precise tilt sensors.

In essence the ELs are fitted to various elements of a structure to monitor rotations during the application of known loads, bending moments calculated from the data allowed the integrity of the beam to be assessed.

The CMCS instrumentation systems including loggers and software are based on extensive testing carried out by G Price and I F Wardle while at the Building Research Establishment.

The top photograph shows a modern CMCS electro-level system being fitted on the under-side of concrete beams supporting the elevated section of Harrow Road (Paddington), before the spalling concrete was removed and later replaced.

The plot opposite shows the deflected profile of the beam under the known axial weight of a lorry, albeit only 0.06 mm at the centre.

Similarly rotations on elements on offshore structures have been monitored by electro-levels to determine bending moments in the piles and the degree of fixity between the piles and the deck and between the piles and the soil. The latter involved divers to fit the Els below the water line.

After extensive testing the systems have been used successfully on a number of 'off shore' and 'on shore' structures over the past 20 years, allowing certificates of safe loading to be issued, by comparing the monitored performance to theoretical performance based on .

 
 
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