Hazardous Masonry & Masonry Falls
In September 2020 the issue of unsafe masonry was in the news again when masonry fell from the façade of a historic building in the centre of Stirling. No one was injured, but if the incident had occurred at a time of day when the street was busier there could have been terrible consequences.
Unfortunately, falling masonry is not a rare occurrence with incidents being reported to councils on a frequent basis across Scotland. In October 2019 figures obtained from City of Edinburgh Council by The Scotsman newspaper showed that there had been more than 180 reports of masonry (and other building materials) falling from city centre buildings in the last year.
It’s also not a new problem. In June 2000, a waitress working for a bar in Edinburgh’s West End was killed and another person seriously injured after masonry fell on to the busy terrace below.
So why does it happen and how can we minimise the risk?
A programme of regular inspections, maintenance, and repairs is essential to prevent naturally occurring decay and deterioration from developing into more serious problems. But difficulties and costs associated with access needed to carry out these works mean that masonry at high level is often overlooked. Inspections requiring the use of cherry pickers, rope access, and more recently drone technology, can be expensive, and when scaffolding is needed it’s not unusual for the cost of the scaffolding to exceed the work.
In Scotland, many of our traditional buildings are constructed of stone, particularly sandstone, and like all natural materials it decays when exposed to the elements. In extreme circumstances, the decay can lead to structural instability and failure. The permeable nature of stone makes it particularly vulnerable to water, and so traditional buildings were designed to remove water from stone surfaces as quickly as possible. The mortar used to build the stone was typically composed of sand and lime resulting in a mortar of similar strength and permeability to the surrounding stone. This ensures that water penetrating the stone is drawn to the surface through the joints where it then evaporates. But when this process is interrupted, e.g. by replacing original lime mortar pointing with a modern impermeable cement mortar, the water can be trapped within the stone and can cause decay.
Other factors affecting structural integrity may include; settlement, subsidence, watercourses and large trees. These are problems best left to a structural engineer to assess. If you think your building is impacted by structural issues you are advised to consult an appropriate building professional.
Common problems –
Bulging walls or displaced masonry which may indicate structural instability. Old buildings tend to settle over time, and this is reflected in widened joints or displaced masonry. If there is significant movement the masonry may crack. Cracks will usually run vertically and may follow the jointing pattern of the masonry. Widened joints or cracks may allow water to penetrate where it freezes in winter causing issues due to frost expansion.
Deterioration of the masonry surface resulting in loss of material and even deep recesses which trap water. Stone is subject to erosion by the elements and pollution and it will decay naturally but significant surface damage may indicate underlying problems. Cement mortars plastered onto a stone surface to patch over stone decay in a technique known as plastic repair, can encourage decay to continue beneath. In time the plastic repair may also fail and detach from the stone surface and fall to ground.
Deeply recessed or missing pointing. The original mortar pointing is sacrificial and deterioration over time is expected, but if deterioration results in completely open joints then water may penetrate the interior of the wall. Periods of heavy rainfall or defects such as leaking rainwater goods will exacerbate the problem. Where modern cement mortars have been used to repoint, the penetrating water can also be trapped within the masonry. In time, saturation of masonry walls can impact structural timber components such as floor/ceiling joists, and failure through rot may follow.
Vegetation. The roots from large plants and small trees that work their way into open joints and cracks looking for moisture can cause displacement of stones weighing several hundred kilos. If allowed to grow unchecked the damage caused by roots can be significant.
Rusting metal brackets and fixings can expand causing displacement of masonry. If enough stress is applied by the expanding metal the stone will crack. Ferrous metal fixings used in the original construction of some traditional buildings have been known to cause masonry failure. A common example of this problem is when window sills and lintels fracture where iron security bars were fitted.
Typical problem areas –
Chimneys are usually the highest point on a building and the most exposed to the elements. They are also one of the most neglected building elements and there have been several catastrophic chimney collapses in recent years. In February 2020 during storm Ciara, a chimney above the gable of a tenement building in the city of Perth collapsed, and rubble fell onto the building and street below.
We recommend chimneys are visually inspected annually. If deviation from the vertical has occurred since it was last inspected, or the outer walls are bulging, this may indicate a serious structural issue which should be assessed by a structural engineer. There will be internal dividing walls if more than one flue terminates at the chimney and if the outer walls spread, or bulge outwards the internal flu walls may become detached and collapse into the flue, further weakening the structure, and causing blockages. The outer walls of a chimney can be relatively thin, as little as 100mm, and degradation of the internal surface by acidic flue gasses can combine with external decay to reduce the masonry thickness and perforate the masonry. Cement mortar repairs offer no structural advantage and when the cement is removed the masonry is often found to be only a few millimetres thick and degraded beyond practical use.
At the gables, the masonry coping which lies on the sloping walls is called skew coping. Historically the skew copes were not mechanically fixed to the wall. A stone with a stop end called a skew putt was usually built into the wall at the bottom of the gable on either side to support the skew copes and prevent them from slipping down. Significant decay, cracks or displacement of the skew putts and coping should be investigated as it may indicate underlying structural problems.
Heavy cornices which project from the wall face were traditionally designed so an equal or greater volume of stone rests within the wall to prevent the stone tipping forwards. Structural movement within the building can result in displacement of the stone upsetting this balance. A cornice may be constructed with a plain parapet wall above and if enough movement occurs the entire course of masonry can fall.
Other types of projecting masonry detail such as mid-level cornices and band courses can suffer from delamination if the stone was cut with the natural bed on the horizontal plane. Delamination might look like the pages of a book as the stone separates in thin sections along parallel lines. Delaminating stone may fall from the face of the building.
Stone balustrades rely on the overall structure to be stable. If one or more balusters fail the balustrade can be unsettled and become unsafe. Historically, only some balustrades were constructed with mechanical fixings to hold them together. It is not uncommon to find that simple wooden pegs were used between the individual balusters and the coping. Balustrades which wobble and feel loose may become unsafe very quickly and if balusters are broken or missing the structure may be unstable.