Blast Doors to Protect Against Explosion
MM Engineering blast doors have been independently tested and proven to withstand C15 blasts and remain fully operable. Each door is designed to a unique specification underpinned by independent design calculations.
Below are some examples of the different applications for which we can design blast doors.
Explosion and Fire Containment
The most common function of a blast door and its surrounding walls is blast containment. In this application, the door will remain fully intact and ensuring the blast is fully contained. During testing, our doors performed to category I, meaning that the door remained closed post-blast and was still fully operable – important should the area required quick evacuation.
The storage of munitions requires a dry, temperature-controlled environment. We design to meet these requirements by using door set insulation and purpose-specific seals to prevent sweating and cold transfer from the external face of the door to the internal face. This ensures a stable environment for contents of the building whilst maintaining the required level of blast containment.
Custom Design and Build
The design of a blast door is based upon a specification static seated and unseated pressure as defined by a client. The door leaf designed to take the seated blast pressure and remain in the elastic range. The door hinges and shoot bolts and their component parts are designed to take the unseated blast pressure.
The dynamic peak blast pressure, impulse and duration is also defined by the client as the required response criteria e.g. Class I (elastic) or Classes II, III or IV (plastic).
The door leaf designed for the dynamic blast load using a single degree of freedom (SDOF) numerical analysis such that the response (leaf deformation) is within the client defined limits. The door hinges, shoot bolts and their connections designed for the rebound forces determined by the SDOF analysis.
Blast Windows and Vision panels for Blast Doors
Where vision panels for blast doors or blast windows are required, they shall be designed using a Single Degree of Freedom analysis or the procedure outlined in ASTM E1300. Where a single degree of freedom method is used this shall include both the response of the glass pre-crack and the response of the pvb laminate post crack in accordance with Blast Effects on Buildings 2nd Edition. Alternative methods may be submitted to TCO for acceptance.
Design of anchorage of the window frame to the structure shall be designed to remain elastic based on twice the dynamic reaction from the frame as a static load. The frame may also be designed so that the window glazing will fail prior to failure of the frame. The anchorage of frame to structure may be designed to develop the capacity of the window frame. The supporting structural elements may be designed by dynamic analysis methods.
Laminated glass design is to ensure adequate anchorage of the laminate (e.g. polyvinyl butyral [pvb]) i.e. the laminate does not pull out from the frame rebates or tear. Glass shall be fully tempered and meet the requirements as specified in ASTM C 1048.
Glazed vision panels are made from minimum 6mm thick laminated glass to maintain the fire integrity of the designated door / wall fire resistance.
Fire Flood DoorsClient: Waste Facility
MME were commissioned by a new customer to design a fire and flood door needed for a unique and challeging problem.
Flood Gate TestingClient: Distribution Network Operator
MME have recently carried out a number of successful on site flood gate tests to the full span and height of our installed products
Substation Flood DefenceUtility flood defence specialists
MME have installed defences on utility sites all over the country. Our products have been tested on-site and provide the highest level of protection.
Oil Bund GatesClient: Civil Engineer
A civil engineering firm required the supply and install of a 4m wide double leaf bund containment gate to be fitted within the bund wall of oil tank at a refinery.
Tidal Flood Defence SchemeClient: Interserve
MMEngineering were awarded a flood-glazing and flood gate contract as part of the £3.8m Tidal Defence Scheme on the southern side of the Teign Estuary.