For Innovative Permanent and Temporary Sheet Piling Solutions in the UK and Eire call: 01772 794141
Case Studies
Permanent Basements |
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Steel Intensive Basement for new ASDA store, BirkenheadDesign, supply, and installation of steel sheet piles to form a permanent basement retaining wall providing both temporary and permanent lateral earth retention for a car park to a new town centre store. |
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Steel Intensive Basement for new ASDA store, RugbyDesign, supply and installation of steel sheet piles to form a permanent basement cofferdam for the car park for the new town centre store. The clutches were sealed by welding to give a watertight basement. |
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Donegal Quay Development, BelfastDesign, supply and installation of sheet pile cofferdam and propping system to facilitate construction of a 2 storey basement for a Hotel, Apartment and Leisure complex adjacent to the river Lagan in central Belfast. |
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Cornwall House Steel Intensive BasementDesign ,supply and installation of approximately 141 No SM-J zero piles 10metres long to form the permanent walls of a steel intensive basement. |
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Westfield Shopping Centre Development, StratfordDesign, supply and installation of steel sheet piles to Plant Basement and Future Proof Basements. The clutches were sealed by welding to give fully watertight basements. |
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Lapps Quay Steel Intensive BasementDesign, supply and installation of sheet pile cofferdam and temporary support system to facilitate construction of a two storey car parking basement for a major Hotel, Commercial, Retail and Residential development on the river Lee in the centre of City of Cork. |
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Aeration Tank at Chelmsford STWDesign, supply and installation of steel sheet piles to form a permanent aeration tank, including welding of clutches and installation of puddle flange water bar to give a 100% watertight structure. |
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Heathfield WWTW Permanent Storm Water TankDesign, supply and installation of steel sheet piles to form a permanent circular storm water tank 20m diameter. The clutches were sealed by welding and a puddle flange water bar was welded at slab/sheet pile interface. |
Permanent Retaining Walls |
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Manchester Metrolink Retaining WallsSupply and installation of approximately 1300 tonnes of NSP 111W section and 630 tonnes of NSP 1VW section sheet piles to form retaining walls in an old railway cutting to facilitate construction of Phase 3A of the new Manchester Metrolink. |
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Rochdale River Wall and CofferdamDesign, supply, installation of steel sheet piles to form a river frontage retaining structure and walkway support for the proposed Municipal Offices in Rochdale. In addition, 3 no. temporary earth retaining cofferdams were designed and installed. |
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Cooks Shipyard, Wivenhoe, EssexSupply and installation of steel sheet piles, steel H piles, twin channel walings and tie rods to form new rivers walls for new housing development on former shipyard site. |
Marine Works |
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Pedestrian Swing Bridge Support Piles, NorthwichRemoval of existing collapsed pedestrian swing bridge and supply and installation of steel tubular piles to support a new pedestrian swing bridge across the river Weaver. |
Vinyl Piling |
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Chivenor Flood Alleviation SchemeDesign, supply and install SG425 section vinyl sheet piles to form a permanent cut off wall to a flood alleviation bund wall. |
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Ely School Vinyl Sheet Pile Retaining WallDesign, supply and installation of interlocking vinyl sheet piles to form a permanent retaining wall to facilitate construction of a new assessment centre building and a new footpath. |
Restricted Access Works |
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City Mill River Restricted Access Temporary Sheet PilingSupply and installation of approximately 180no 12.0m long NSP.IV.W sheet piles to from various temporary retaining walls and cut off wall to allow construction of new bridge abutment foundations for Crossrail at Pudding Mill Lane. |
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Copperas Wood Railway Embankment StabilisationSupply and installation of approximately 334 No steel sheet piles average 13.5m long to form permanent anchored retaining wall to stabilise existing railway embankment which had slipped resulting in disruption to passenger and freight services. |
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Henley Corner Highway Retaining WallDesign, supply, installation of steel sheet piles to form 2 No permanent highway retaining walls. The first wall consisted of 305 No piles (252 No at 10m long and 53 No at 8.0m long) and the second wall consisted of 66 No piles at 6.0m long to retain a maximum height of 2.60m. |
Temporary Works |
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Stublach Underground Gas StorageDesign, supply, installation and extraction of steel sheet piles to form a temporary earth retaining structure. The trench cofferdam facilitated the excavation and construction of the proposed Gas Compressor Station. The retaining structure consisted of 1066 lin.m (1546 no. piles). |
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Storage Tank Shaft CofferdamDesign, supply, installation and extraction of steel sheet piles to form a temporary earth retaining cofferdam. The cofferdam facilitated the excavation and construction of the proposed Storage Tank Shaft. The cofferdam was circular and had an approx. internal diameter of 28.67 lin.m (152 no. piles). |
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Temporary Strong Points for Off Shore Wind TurbinesInstallation of Arcelor Mittal AZ Sheet piles to form 2no 'Strong Points' to support a 1300Te Crawler Crane to load tubular mono-piles for off shore wind turbines. |
