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Health and condition tests for RC frames constructed in the 1950’s to 1970’s. We will supply a team of trained and experienced contractors to site to take the samples and then send to certified laboratory for testing.
Based on the initial visual structural appraisals there are 37 buildings that require this survey.
(if low rise, it wouldn’t involve abseiling
The “cladding fixing” survey proposed for these type of walls are to check the presence and condition of the internal wall ties between the inner and outer leaf. The process would be something as shown in the steps below. We would do this likely at 3 locations on each elevation, top middle bottom. This is to assess the wall under all types of exposure.
Using the Bosch Wall Scanner it identifies the thickness of the wall and picks up any obstacles as well as locate wall ties.
Our engineer is scanning the wall to locate wall ties, which he will then drill beside the target area to insert a Borescope camera.
The engineer drills a small hole in the mortar between the bricks to insert a small borescope camera.
Using a HD borescope camera, we linked this to the smartphone to demonstrate the quality of the image.
We can establish general construction details such as overall thickness, reinforcement depth and layouts. The GPR is additionally used to determine the presence of corrosion potential within each of the RC slabs. This can be effective to determine the durability and condition of a cantilevered balcony.
Spot checks on the cover depth on representative locations of an RC frame to determine the as-built fire resistance of the structural frame.
We can determine whether there are any hazard scenarios that have an unacceptable level of risk and if so to identify steps to mitigate those risks based on the flow diagram procedure described in BS EN 1991-1-7.
Localised concrete repairs to spalled concrete, cracked sections and corroded exposed reinforcement.
With a combination of Non Destructive and laboratory testing we can assess:
Abseilers can assess the presence and condition of the original cavity walls using endoscope surveys and assessment of their structural integrity.
We can assess the presence and form of remedial brackets installed to large panel system buildings which were recommended by the inquiry after the Ronan Point disaster in 1968.
We can assess precast concrete flooring systems to determine if RAAC panels are present.
Chelmer Housing Partnership (CHP) is responsible for managing a diverse range of residential properties.
With increasing regulatory requirements due to the Building Safety Act, CHP sought Firntec’s expertise to ensure the compliance of a high-rise residential block in Chelmsford.
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