Sat, 25 Jun 2022
22.7 C
Durban

Pyloning on the progress at Msikaba Bridge project

Home Infrastructure Construction & Civils Pyloning on the progress at Msikaba Bridge project

The Msikaba Bridge project on the new N2 toll road between Port Edward and Umtata achieved an engineering milestone this month, as the legs of the bridge’s south pylon were hydraulically jacked apart.

The 580-metre-long, stay cable bridge – which will span the 198 metre deep Msikaba Gorge – forms part of the N2 Wild Coast project being undertaken by the South African National Roads Agency (SANRAL) and is under construction by the CME JV joint venture, a partnership between Concor Construction and MECSA Construction.

CMEJV Project Director Laurence Savage said these two legs make up the first 20 metres of the inverted Y shaped pylon and are built without any lateral support as free cantilevers. Once completed four lanes of vehicles and a pedestrian walkway on either side will pass beneath these legs at the start and end of the bridge deck.

“The jacking apart of the legs countered the bending moment at the bases of the cantilever legs,” said Savage. “In layman’s terms, the jacking eradicated the effect of the legs bending towards each other. As engineers would see this, the legs are effectively vertical due to the jacking process.”

The bridge includes two pylons that will stand 128 metres high on each side of the gorge. The pylons support the bridge deck using a network of 34 cable tendons strung through their upper reaches.

“These cables then run from the top of the pylons back into anchor blocks located 100 metres to the rear of the respective pylons. Each of the four anchor blocks is made up of over 1,600 tons of structural reinforced and mass concrete and extend 17 metres – the equivalent of six storeys of a building – into the ground.”

Savage said the lateral support was installed on the sixth lift of the pylon structure, after 520 cubic metres of concrete had been poured to reach a height of 20 metres.

“Two sets of hydraulic jacks were installed in parallel to each other and a jacking force of 1,750 kilonewtons (kN) applied to the two pylon legs to counter the bending moment for the freestanding cantilever legs.

“To achieve the required force, the two 150 ton hydraulic jacks were loaded to 90 tons, developing a pressure of 41 megapascals (MPa). The jacking was done on 5 MPa intervals, and deflections of the structure were monitored using dial gauges and surveying.”

A key consideration was the punching force on the flat face of the pylon legs due to the jack load. This, Savage said, also dictated the size of the bearing plates affixed to the inside of the legs, enabling a dissipation of the force across the appropriate surface area.
This avoided any damage to the structure due to loading of the concrete surface.

“The jacks only have a 50mm stroke, which required the installations to be exact – as the 41MPa pressure had to be achieved before the jack ran out of stroke length. The base plates were installed on the pylon leg structure with 29 mm non-shrink grout minimising the use of the stroke length.”

After the lateral support was aligned and seated, a grout biscuit was cast which served two key functions. Firstly, it absorbed any tolerances in the installation after the initial base plate installation and secondly, it assisted with the removal of the lateral support. Breaking out the grout biscuit released the pressure in the lateral support, once the seventh lift was cast and the legs permanently locked together.

“The temperature of the pylon structure and lateral support was measured to ensure an average of 22°C, to limit any unforeseen changes in force due to changes in the temperature during the construction cycle casting lift seven.

“The lateral support was wrapped in a 25 mm thick thermal blanket to limit temperature change movements and any resulting changes in prop forces.”

The lateral support was locked into place using a two-part system: the locking ring on the hydraulic jack, and the locking ring on the super-shore jack housing. The preparation for the jacking took three months of planning and analysis, while the setup was conducted over nine days. The actual jacking process was complete in less than eight hours from commencement.

Savage said the total movement of the pylon after jacking totalled 23mm at a force of 1,750kN, which was within the design parameters. The casting of lift seven to lock in the release of the moment was due to be complete by mid-April 2022.

Most Popular

The rollercoaster and exhilaration of being a demolition specialist

TODAY is International Women in Engineering Day. To celebrate, Jet Demolition contracts and project manager Kate Bester highlights what it's like being in close...

Financial reports won’t save local government crisis, warns town and regional planners

By Burgert Gildenhuys: Director, BC Gildenhuys & Associates IT is unclear whether South Africa has the will or guts to confront issues contributing to the...

N3 truck blockade: It’s ‘economic sabotage’, say ministers and business

ANOTHER truck blockade saw Van Reenen's Pass on the N3, the country's main domestic trade route, being closed on Thursday 16 June. This protest...

Factory of the Year competition returns as economy bounces back

FOLLOWING a challenging two years in the manufacturing sector, Kearney, a leading management consulting firm, is excited to announce the return of the Factory...