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Axis Portfolio

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“Keyhole surgery” stabilises Denbigh Castle

Phased repairs to Denbigh Castle masonry are required to maintain its present standard and minimise deterioration of the stonework and features. As the Castle is a semi ruin it will obviously suffer from the constant ingress of water and frost which dislodges and causes cracking of the stonework.

 The origins of Denbigh Castle lie in some 200 years of warfare between the Welsh princes and English kings during the 11th and 12th centuries. Denbigh Castle, dates back to 1282 and sits atop a steep rock outcrop at the heart of the Vale of Clwyd in that part of North Wales between the river Conwy and the Dee estuary. Today Cadw maintains Denbigh Castle and the town walls along with Denbigh Friary, St Hilary’s Chapel and Lord Leicester’s Church. 

On this occasion the repair method chosen by DWC / Axis was to stitch the structure using a concealed anchor system. The premier system available is manufactured by Cintec International Ltd based in Newport, South Wales. (www.cintec.co.uk)

Phil Bowdler, Project Manager & Surveyor from DWC Contractors & Surveyors incorporating Axis Stabilisation commented  “The anchors, consisted of stainless steel bars and cementitious and lime grouts which are perfect for this type of "keyhole surgery" repair so often needed on high profile heritage projects. When completed, it is extremely difficult to see where a repairhas been undertaken”.  

Axis has been involved in many castle, church and other historic structure repairs for almost 20 years. Specifiers have sought out their advice and utilised their skills on many occasions. This phase of repairs to Denbigh Castle is one more successful project to add to an already impressive portfolio.

 

Author: Malcolm H Thornton Managing Director www.dwcuk.com & www.axisanchors.co.uk

 

Reinforcing Ilfracombe's Historic Grade 2 Listed Listed Quay Head

Drilled to around 11m depth through the Quay head wall. The holes had stainless steel tie bars drawn through them and tensioned. The inner harbour face was secured using 400mm SS patress plates and the sea face had recessed 150mm plates with masonry plugs to disguise the tie bars.

Axis Drilling Rig
Axis onsite

Masonry Plug
Tensioned Bar

 

Recent Work

 

Further Projects Undertaken

Contract:
Client:

Engineer:

Denbigh Castle, 11th Century Castle in the Vale of Clwyd

Quadriga Concepts Ltd

Cadw

Contract:
Client:

Engineer:
Ilfracombe Harbour, Grade 2 Listed Quay Head
North Devon Council
Steve Bland, Structural Engineer, North Devon Council
Contract:
Client:

Engineer:
Waddington Fell Police Radio Site - Settlement.
Lancashire County Council
John Owen, Principal Structural Engineer, Lancashire C.C.
Contract:
Client:

Engineer:
Prior Castells TowerPrior Castells Tower, Farne Island.
National Trust
Davies Tindale Associates, Washington, Tyne & Wear.
Contract:
Client:

Engineer:
Marsworth Lock, Buckinghamshire.
British Waterways
John Kearsey, British Waterways, Hemel Hempstead.
Contract:
Client:

Engineer:
Egglestone Abbey Bridge.
Durham County Council.
Brian Poole, Durham County Council.
Contract:
Client:

Engineer:
The Tower of London.
H.M. Palaces Commission & English Heritage.
Alan Baxter Associates, London.
Contract:
Client:

Engineer:
Lincoln Cathedral Close & Walls.
The Dean and Chapter of Lincoln Cathedral & English Heritage.
Kevin Dyke, Peter Cole Consultants, Lincoln.
Contract:
Client:

Engineer:
York City Wall.
York City Council & English Heritage.
Peter Little, York City Council.
Contract:
Client:

Engineer:
Fountains Hall, Fountains Abbey, Studley Royal, Ripon, N.Yorks.
National Trust.
William Blackledge, Morton Stancliffe Architects, York.
Contract:
Client:

Engineer:
Kew Palace,
H M Palaces Commission & English Heritage.
Alan Baxter Associates, London.
Contract:
Client:

Engineer:
Royal Naval College, Greenwich.
H.M. Royal Naval College.
Alan Baxter Associates, London.
Contract:
Client:

Engineer:
Mode Wheel Lock.
Manchester Ship Canal Co.
Simon Lovell, Manchester Ship Canal Co. Runcorn Docks.
Contract:
Client:

Engineer:
Stamford Bridge.
East Riding of Yorkshire Council.
Mike Ball.
Contract:
Client:

Engineer:
Collegiate School – Octagonal Tower.
Urban Splash.
Burro Happold.
Contract:
Client:

Engineer:
Don Valley Stadium.
Gatecrasher.
Cameron Holdsworth Associates.
Contract:
Client:

Engineer:

St Peter's Church, Wallsend.
Stephen Easten Ltd.
Hutter Jennings & Titchmarsh.

   

 

 

 

Project Case Studies

 

Project:

 

Strengthening of bridge wing wall

 

 

 

Strengthening of stone wing walls to a Grade 2 listed bridge in the Village of Barley, Lancashire.

Problem:

 

Severe bulging and near collapse of wing wall.

 

 

Strengthening was required to secure the wall against collapse. Failure of the wing wall could lead to bridge collapse and severe disruption to the village’s main access.

Solution:

 

DWC/AXIS tied back the stonework with ground anchors and installed patress plates. 

 

 

 

 

The bulging stonework was tied back to the ‘fill’ using 9m long Ischebeck grouted ground anchors and stainless steel patress plates. The anchors were installed using 3m long Marini drilling mast mounted on 13 ton excavator arm. All anchors were tested and post tensioned.The wall was also enhanced by the installation of precast concrete retaining slabs and faced up with local stone to blend in with the existing masonry.

 

Bridge

Grouting

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Project:

  Underpinning a flank wall.       To stabilise a flank wall to avoid extensive drainage work to a house in Westcliff-on-Sea.

Problem:

  Foundations required strengthening.       One wall of the house had developed structural problems and due to the main drain running the whole length of the side of the house it would have been impossible to underpin the wall in the traditional way.

Solution:

 

DWC/AXIS employed a cost effective solution for subsidence repairs as an alternative to using deep concrete foundations.

     

This involved using an engineered Shirepile and Shirestabilizer Scheme with minimum disturbance for the client.

The supports are installed using a specially adapted pneumatic driving hammer, enabling easy access in confined spaces.  Compact pile caps remove the need for time consuming and expensive mass excavation and in this case avoided the upheaval of the removal and rebuilding of the drainage system.

 

   
     

 

 

 

 
 
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