Facade Retained of a Architecturally significant building in the west country . Design challenge We carried out an accessment of the stabilty and structural integrity of the exterior walls of this unique building. our design kept the architectually rare and important facade for us all to enjoy. Which when the

Propping St Johns Church Smith Square Westminster During alterations E P Rothwell were instructed to provide a Temporary Works design and to erect a propping and shoring system, causing the minimum of disturbance. Equipment Installed We installed RMD superslim soldiers(slimshore)at high level grid the props were connected using RMD six

R Collard Slough Estates Structural Propping R Collard approached E P Rothwell on recommendation off one of thier Managers who had worked with us previously. We were asked to provide firstly a temporary Works design, In which structural Propping was used to support the buildiing as half the building was

Logan place W8 Structual Propping We were asked to produce an effective and economic temporary works design, After completing the design we were appointed to install the heavy propping to the basement. We installed a row of RMD Megashors which were capable of carrying the high loads and we also

Structural Propping Providing support to ornate windows in Facade Retention in Eton College. Windows in Facade kept in place during temporary works. We were asked to provide support to a beautiful courtyard Facade, without removing the windows and of course not damaging the stonework feature. This took a great deal

Bell Tower support and Facade Retention Morgan and Sindall asked us to look at a very challenging project on the Embankment, They had to demolish around a bell tower but keep the bell tower intact as a focal part of the new building. A Difficult Problem We were requested to

Needling and Propping Maylarch appointed E P Rothwell to carry out the structural propping including the tempoaray works design on this historic School. EPR have worked several times on this iconic setting. It is always an honour to be involved on these projects. RMD Superslim props held up structural steel

Structural Propping Tonbridge School Design Baxall who are a client that we have a relationship with for many years approached us and asked to create a temporary works design for Tonbridge school who they value highly as a client. Installation. After the structural Engineer accepted our design for the school

Facade Retention and Propping Portland Square We were approached to design and erect the Temporary works on this exciting project. We created a temporary works design that used a structural Steel facade for most of the external support to the building this was supplemented by using RMD Superslim soldier raking

Propping and Shoring Marlborough Art Gallery Design. We were appointed to produce a Temporoary works Design, and then to install propping and shoring to secure this fine building which was partially occuppied as demolition and construction progressed RMD superslim (Slimshor) back propping was installed on lower levels of the structure.An

RMD superslim beams internal Facade retention. The permanent works design required the new steel frame to fixed against the existing facade, Our temporary works engineer designed a continuous RMD superslim waler with ninety degree brackets to allow for the steel columns to be fixed without the need for any adjustments

Facade Retention and Basement Propping Design Gilbert Ash approached us to find a solution to this complex projects needs, We produced a temporary works design which was both practical and could be installed quickly. We installed RMD flying Megashor props to support Building of the new capping beam, Thease allowed

Facade Retention in RMD Megashor with Structural Propping and Needling The old Tram sheds in bath is architecturally significant because it is the only large brick building in the city. E P Rothwell in Partnership with RMD produced a temporary works design that was both sympathetic to retaining the existing

Royal College of Pathologists Design and monitoring. We were appointed to carry out The Temporary Works Design.We conducted pullout tests to establish stength of existing brickwork. After which we set up a monitoring system to ensure that movement during demolition could be reduced. We then installed basement propping and back