GROUNDWORK'S
From preparing land for new constructions, to repairing and sustaining existing buildings. This can involve pilling, underpinning, reinforcing concrete, temporary propping, and structural steel-work. Essentially, all forms of groundwork's construction. As you would expect from one of the leading groundwork's construction companies, we’re always looking to improve and refine our work. Munster is in a constant state of research and development - testing out the latest equipment, products, and industry technologies.
GROUNDWORK'S CARRIED OUT AT SUN MARK LTD GREENFORD FOR NEW WAREHOUSE, WINNERS OF HER MAJESTY THE QUEEN COVETED BUSINESS AWARD FOR FIVE CONSECUTIVE YEARS.
Digging out of a 55,000 sq foot for new warehouse after there was a fire at the original ware house. We completed all the digging out and removal of soil from site. We completed all the pad stones, holding down bolts, sheet piles and deep drainage. All concreting was completed. this took a lot of concrete to complete. The café area at the ware house. We completed the following. Pilling, breaking down of the piles, ring beams and all the steel work. Again it took a large amount of concrete. All drainage and block and beam floors where completed. This was a 16 month contract.
PLEASE REFER TO GROUND WORKS PROJECTS TO SEE ALL PROJECTS CARRIED OUT AND PICTURES
BREAKING OUT AND CONSTRUCTION OF PAD STONES
Digging out 77 pad stones 1.2 by 1.2 to a depth of 0.8 to 1 meters.
For a new ware house construction.
This was required so a new steel structure could be constructed on top.
The pad stones where first set out by our engineer, then the digging out was carried out.
PLEASE REFER TO GROUND WORKS PROJECTS TO SEE ALL PROJECTS CARRIED OUT AND PICTURES
GROUNDWORK'S CARRIED OUT FOR NEW WARE HOUSE AT SUN MARKS
Cuts were made back to the distance of 2.5 meters. Concrete broke out 22 meters in length, down to required length, using a three ton digger with a breaker attachment. Once digging was completed, reinforcement was put in H16 and H12 re bar tied in at 200 centers, and bent into the stem of the wall. Toe and heel was poured 300 thick, once poured and cured, kicker was put in and panel shuttering put up, front and back. Forming a 300 thick retaining wall. Shuttering was tied in and bolted together using wing nuts, and push and pull props. Once inspected by building control, C40 concrete was poured in directly via the concrete wagon. As the concrete was being poured in, it was constantly vibrating down with the vibrating poker. Once the retaining wall cured, shuttering was struck, front and back. Props were then removed. The back of retaining wall filled back in 700 and compacted down using a wacker plate, compacted down every 300 mm,
PLEASE REFER TO GROUND WORKS PROJECTS TO SEE ALL PROJECTS CARRIED OUT AND PICTURES