subscribe
 

Mineshaft cover to help secure Daw Mill colliery site

25th April 2014


The Daw Mill colliery was closed in March 2013 since then work has been underway to make the site safe. ECS Engineering Services in conjunction with JMC on behalf of the Coal Authority have specially engineered the structure which will allow shaft No.1 to be filled safely
he cover consists of fabricated structural steel box work to span the gap, supporting reinforced steel joists (I-section beams) that support the cable clamps. The cable clamps are constructed of a series of solid steel bolted clamps attached in series above the I-beams
Each of the 14 wire ropes, which weigh 14 tonnes each including weights, is fitted with eight 2-bolt clamps and then raised using a hydraulic jack sufficiently to allow a second set of clamps to be installed below the first

Following an underground fire, Daw Mill colliery in the UK was closed in March 2013. Since then work has been underway to put the fire out and make the site safe

Daw Mill colliery at Arley, near Nuneaton, Warwickshire, UK, closed in March 2013 following an underground fire. Since then work has been underway to put the fire out and make the site safe, while also removing all of the above ground structures. A major part of this work has involved filling in the two mineshafts, which required a specially engineered cover plate to be constructed. This work has been undertaken by ECS Engineering Services in conjunction with JMC on behalf of the Coal Authority.

Daw Mill mined a 5m thick seam of coal known as the Warwickshire Thick, with two shafts extending down to about 550m along with an inclined drift, which was used to convey the coal out of the mine. Now that the mine has been closed, the initial priorities are to extinguish the underground fire by cutting off the air supply and isolating the mine water from the local aquifer.

In fact, the two tasks will be accomplished simultaneously since the mineshafts will need to be closed to remove the oxygen supply to the fire and in doing so material that is used to fill the mineshafts will include two carefully positioned clay plugs that will keep the mine water separate from the aquifer.

Of the two vertical shafts, No.1 shaft was constructed first and used wire ropes and weights to stabilise the lift cages, which were used to convey men and materials to and from the surface. Shaft No.2 was installed with fixed rails to increase smoothness of operation.

The wire ropes in shaft No.1 are connected directly to the head gear structure and extend to the bottom of the shaft where each rope has a weight attached.

In all, the total weight of the ropes and the weights amounts to nearly 200 tonnes. Shaft No.2 has no wire ropes and this difference in design has affected the method of filling the two shafts with aggregate.

JMC Engineering (UK) has been appointed to complete the closure and oversee the demolition of the site and has been working with ECS Engineering Services to design and construct the structure which will allow shaft No.1 to be filled safely. The cover consists of fabricated structural steel box work to span the gap, supporting reinforced steel joists (I-section beams) that support the cable clamps. The cable clamps are constructed of a series of solid steel bolted clamps attached in series above the I-beams.

The structure was fabricated at ECS's own 40,000 sq ft fabrication works and had to span the 6.5m wide shaft opening and be capable of supporting the 200 tonne load with the necessary 5 to 1 safety factor, as required in the coal industry. It also had to have a design life of 25 years.

Each of the 14 wire ropes, which weigh 14 tonnes each including weights, is fitted with eight 2-bolt clamps and then raised using a hydraulic jack sufficiently to allow a second set of clamps to be installed below the first. This procedure allows the tension in the wire rope above the framework to be released, making it safe to cut the rope and disconnect it from the head gear framework.

No.1 shaft will be filled initially with over 5,000 tonnes of limestone, to a minimum depth of 50 metres, followed by 10m of concrete, a further 1,400 tonnes of limestone, 1,200 tonnes of clay to form the first clay plug, a further 3,400 tonnes of aggregate then another 1,200 tonnes of clay for the second plug and then a massive 27,500 tonnes of additional aggregate to reach the top of the shaft.

Similarly, No.2 shaft will be filled with over 6,000 tonnes of limestone, followed by 1,000 tonnes of clay to form the first clay plug, a further 2,300 tonnes of aggregate then another 1,000 tonnes of clay with a further 22,500 tonne of additional aggregate to reach the top of the shaft.

Video: Under normal conditions, a mineshaft would be decommissioned by removing all the underground equipment in a controlled manner using carefully scheduled plans. However, in this case the mine had to be evacuated as soon as the fire broke out and it has not been safe for anyone to re-enter since

video: 








Your Career

Your Career

Newsbrief

twitter facebook linkedin © Setform Limited