Property Type: Street Housing Solid brickwork

Bay Window Movement Solved Without Rebuild

Unstable Ornate Bay Window Fully Repaired Without Rebuilding

Like many Victorian/Edwardian bay window properties, this home in SE London was suffering from movement of the bay window masonry.  The lack of structural integrity was affecting the entire front of the property.

The severe bay window distortion required urgent structural repairs to avoid collapse. AWT solved the bay window issues and preserved the valuable period features around the door and windows. Prompt structural repairs are far less expensive and disruptive than rebuilding a collapsed bay window.

  • No rebuilding work
  • No visible fixings
  • No need to empty the rooms
  • No need to remove or replace windows
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Before Bay Window Repairs
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After Bay Window Repairs & Painting

Simply filling cracks and repointing brickwork will not halt the progressive movement of bay window masonry.

The Structural Problem

A combination of age and inadequate restraint has allowed the bay window to pull away from the main elevation. The door arch and 1st-floor window were also cracking and dropping. Such serious defects, if not addressed by suitable structural repairs, will result in the ultimate failure and collapse of the structure.

Specialist structural repairs preserve valuable period features & protect the property value.

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Gaps Between Window Frame & Brickwork
Leaning Bay Window Columns
Gaps at Top of Bay Windows
Bay Window Plaster Cracks
Cracked Stonework
Cracks in Plaster & Coving
Bay Window Brickwork Cracks
Gaps Between Window & Brick
Unstable Bay Window
 
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  • Significant distortion and outward movement of the ground and first-floor bay window brickwork columns
  • Gaps opening up between the window frames and the bay window columns
  • Cracking at the junctions with main elevational brickwork
  • Cracking in internal plaster
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Cracking Bay Lintel
Cracking Bay Sill
Cracks in Plaster & Coving
1st Floor Bay Cracks & Gaps
Cracking & Dropping Lintel
Cracking Doorway Stonework
Cracked Bay Lintel
Cracked Bay Sill
1st Floor Bay Cracking
 
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  • Distortion and cracking of the bay window masonry lintels
  • Cracking of the bay window sills
  • Significant cracking to the front first-floor window masonry lintel
  • Entrance door masonry arch cracking

The Structural Solution

Simply filling cracks and repointing brickwork will not halt the progressive movement of bay window masonry. Specialist structural repairs are the most cost-effective solution.

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Bay Window Realignment
Strengthening Bay Window
Repairing Stone Door Arch
Brick Columns Realigned
Repairing Cracked Brickwork
 
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The structural repairs included:

  • Temporary supports for the ground and first-floor bay window lintels
  • Realignment of the brickwork columns and masonry lintels using equipment designed by AWT
  • Restraints for the slender brickwork bay window columns
  • Stainless steel corded joint reinforcement to form a deep masonry beam
  • Stainless steel bed joint reinforcement within the masonry of the bay window
  • Grouted helical bar to reconnect the bay window brickwork and masonry
  • Grouted helical bar to reconnect the bay window to the main elevational brickwork
  • Stainless steel lateral restraints resin bonded to the masonry
  • Repairs to cracked and spalled masonry including decorative door arch
  • Repointing the heritage brickwork with the appropriate, colour-matched mortar and pointing style
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Bay Window Structural Repairs
Strengthening Bay Window Lintel
Realign/Reinforce Lintel & Masonry
Bay Window Sill Repairs
 
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The formation of continuous beams within the existing masonry redistributes the upper-storey loads and restrains diagonal cracking and bulging tendencies.

All the original, ornate stonework was preserved and a coat of paint then completed the transformation.

Specialist structural repairs preserve valuable period features and protect the property value. Repairing, rather than rebuilding failing period bay windows can save homeowners thousands of pounds.

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Repaired & Repainted
Realigned/Reinforced Bay Columns
Decorative Arch Repaired & Strengthened
Lintel Realigned & Repaired
Lintel, Columns & Sill Repaired
 
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Action Wall Ties are specialist structural repair contractors with the skills and experience required to repair ornate period bay windows.  AWT work with property owners, structural engineers, architects, project managers and local authorities on large and small projects.

AWT are available in London, Essex, Surrey, Kent and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

Custom Steel Reinforcement for Bulging Brickwork

Flats at Risk of Being Condemned

This 4-storey period property in Stratford, East London had been converted into flats. The large brick flank wall had significant outward bulging, with corresponding internal movement, resulting in cracking in the front and rear elevations. Without prompt structural repairs, the defect would worsen causing the property to be condemned as unsafe for occupation.

The owners and their structural engineers contacted Action Wall Ties to assist in designing and completing structural remediation works. Action Wall Ties, working with the consulting structural engineers, designed a practical stabilisation method that maintained the internal layouts.

The Structural Problem

This semi-detached Victorian/Edwardian property in London had been converted into a house of multiple occupation (HMO). The building had undergone extensive internal remodelling, including the complete removal of the original central spine wall, which had been replaced with steel beams. A survey found visible outward bulging of the large brick side wall, plus internal movement and cracking in the front and rear elevations.

As with many properties with structural defects, previous repair attempts had provided only short-term, cosmetic repairs but failed to tackle the underlying issues. As shown in the photo, the brickwork had bulged by well over 2 inches/5cm between floors. 

Consulting structural engineers reported that the central spine wall had been removed at the upper ground, first, and second-floor levels. The floors have been re-supported with steel beams. Originally, the central wall would have acted as a shear wall, providing horizontal stability to the building and preventing it from raking/leaning. Its removal has meant inadequate provision for horizontal stability in the central part of the building. This situation is believed to contribute to or worsen the bowing in the flank wall, presenting a significant structural problem that jeopardizes the building’s integrity. If not addressed, this issue is expected to worsen, potentially making the building a safety risk to the occupants.

The Structural Solution

Action Wall Ties, working with the consulting structural engineers, designed a practical stabilisation method that maintained the internal layouts of the flats. This involved forming braced diaphragms on each floor, incorporating the existing replacement steel beams, and introducing fabricated steel angles with welded junctions at ceiling line perimeters. This method reinstated horizontal stability to the central area in compliance with Document A of the building regulations regarding disproportionate collapse.

AWT worked with the structural engineer to design the steel work which was fabricated and delivered to the site. This allowed the on-site structural steelwork and brickwork to be completed in 2 weeks.

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AWT Designed Steel Reinforcement

The consulting engineers initially recommended two options to restore horizontal stability to the central area of the building while maintaining the internal layouts. However, both options would be disruptive, requiring tenants to move out for an extended period during the work. The owners were keen to find a solution that would not require changing the floor plan of the flats, as this would lead to additional costs and impact the sale/rental values.

The first option suggested by the consulting engineers was to install a three-story steel frame throughout the building, providing the necessary horizontal stiffness. If the existing beams were perfectly aligned (which is unlikely), it might be possible to use them with steel posts installed between them. However, misalignment of at least one beam is probable, leading to non-vertical posts. The second option was to rebuild the central spine wall in blockwork, possibly retaining the existing beams. This option would alter the layouts of the upper flats. It was noted that tying the flank wall to the floor plates and walls would be pointless without addressing the shear wall problem, necessitating both measures to stabilize the building. AWT collaborated with the consulting engineers to find a long-term, cost-effective structural repair solution that minimises disruption to the tenants.

Working with the consulting structural engineers, Action Wall Ties collaboratively designed a practical method of forming braced diaphragms on each floor. This method incorporated the existing replacement steel beams and involved adopting fabricated steelworks welded in situ. This approach maintained the benefits of the internal layouts while reinstating horizontal stability in the central area, in accordance with Document A concerning the disproportionate collapse of the building.

The steel braces restored the structural integrity of the building and realigned the brickwork. The property was left ready for the reinstatement of the internal finishes. Once replastering, repainting etc was completed, no fixings were visible inside or outside the property. AWT provided a long-term structural repair that preserved the floor plan of the flats and protected their sale/rental values.

Action Wall Ties are specialist structural repair contractors with the knowledge and experience required to repair period properties with severe masonry defects, such as bulging brick walls.  AWT work with structural engineers,  property owners, architects, project managers and local authorities on both small and large projects.

AWT are available across London, Kent, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

 

Dangerous Bulging Brickwork

Brickwork Bulging at Party Wall

This mid-terrace period property in the London borough of Lambeth had been converted into flats. The brickwork above the extension at the rear of the property was bulging.

The bowing had reached the point where the entire section of the brick wall was liable to collapse. AWT provided cost-effective structural repairs with minimal disruption to the residents and neighbours.

The brick wall required realignment and strengthening to prevent the problem from recurring. Previous attempts to halt the bowing using standard building techniques had only provided a temporary, cosmetic repair of the mortar gaps and cracks. It had failed to tackle the cause of the progressive brickwork bulge.

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Bowed Brickwork on Period Property in SW London

AWT provided cost-effective structural repairs with minimal disruption to the residents and neighbours.

The Structural Problem

The photo below clearly shows how much the brickwork had bulged compared to the neighbouring property. The masonry was bulged beyond the tipping point i.e. at risk of imminent collapse.

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The rear wall had a severe bulge in the 2nd storey masonry that stretched as far as the party wall line. A section of the rear wall was bowing away from the upright line of the adjoining property.

The AWT survey team diagnosed the problem as progressive due to ageing materials, ineffective/inadequate restraining and de-bonding brickwork. It was common practice in buildings of this age for a 9-inch wall to be constructed as two ½ brick walls with snapped headers to the external skin to save on expensive facing bricks.

Debonded brickwork is a common issue in Victorian/Edwardian-era properties. The header bricks that tie the inner and outer layers of brickwork together can snap or crack due to age, weathering or being over-stressed. Many properties were also built with too few header bricks making the brickwork liable to bow under the weight of the structure above.

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The Structural Solution

To stabilise the bowed area of brickwork the team used AWT-designed supports and realigning equipment to straighten the existing external brickwork. This avoided large-scale rebuilding work. Only the most severely compromised area of brickwork was deconstructed and rebuilt. Once the detached brickwork was reunited to reform a solid brick wall it was strengthened further by pinning and reinforcing.

To prevent a recurrence of the problem, AWT used precision drilling techniques to instal stainless steel fixings within the masonry to strengthen it and restrain it:

  • Bed Joint Reinforcement Beaming
  • Grout tie injection
  • Lateral restraints

The formation of continuous beams within the existing masonry redistributes the upper-storey loads and restrains the brickwork from any tendency to bulge.

Replacement bricks (where required) and the new mortar were matched to the existing texture and colour. AWT’s specialist techniques do not require visible fixings, making it ideal for period properties.

Action Wall Ties are specialist structural repair contractors with the knowledge and experience required to repair period properties with severe brickwork defects, such as bulging brick walls.  AWT work with property owners, structural engineers, architects, project managers and local authorities on large and small projects.

AWT are available across London, Kent, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

Failing Wooden Bay Window Beam

Sagging Masonry Above Bay Window – Failed Timber Bressumer Beam

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To protect their investment, the new owners of this period home in South West London called in AWT to address the structural issues as part of their renovation work. The bay window structural problems had progressed to the point that failure and collapse of the front of the property was a real danger.

Unlike traditional builders, AWT can provide targeted, long-term structural repairs without rebuilding work.

AWT can provide cost-effective repairs for severe structural problems including failed bay window support beams. To learn more about how AWT can help with structural defects in bay windows read our Bay Window Structural Repair FAQs.

The Structural Problem

Without urgent structural repairs, the bay window and masonry above would collapse. As well as the high cost of reconstruction,  it would destroy period features and likely reduce the property’s market value.

The seriousness of the structural defect was most easily seen in the interior of the property. Like many properties of this era, the masonry above the bay window was supported by a timber beam. This Bressumer beam had failed, causing the structure above to sag in the middle. The characteristic V-shaped slope of the floor, windows and masonry can be seen in the photos above.

Cracks had formed in the first-floor brickwork and window arches. Radiating cracks had also opened up in the plaster and finishes around the bay window. The front single-storey bay has started to pull away from the building. The timber Bressumer lintel above the bay window was soft, over-stressed and deformed.

The Structural Solution

The structural repair had 3 main objectives:

  • Realigning the masonry
  • Replacing the timber lintel
  • Reinforcing the structure

Inside the property, the AWT team removed the minimal amount of flooring, plaster, coving etc. to access the failing beam:

Parapet repairs were also required:

The structural repair work included:

  • installing temporary supports
  • using AWT-designed hydraulic jacking system to realign the structure
  • removing the failed timber Bressumer beam
  • installing concrete pad stones
  • replacing the timber beam with a metal lintel
  • removing the temporary supports
  • introducing Bed Joint Reinforcement-Beaming
  • repairing  lintel brickwork arches
  • installing lateral restraints
  • injecting grout ties
  • repairing brickwork and concrete

The specialist structural repairs reinstated the uniformity of the masonry,  redistributed the upper-storey loads and restrained any diagonal cracking and bulging tendencies.

The exterior of the property was left ready for repainting and the interior was left ready for the reinstatement of all disturbed finishes around the bay window area i.e. plaster boarding, plastering, flooring, skirting etc. and decorating.

Action Wall Ties are specialist structural repair contractors with the knowledge and experience required to repair period properties with severe structural defects, such as failed bay window support beams.  AWT work with property owners, structural engineers, architects, project managers and local authorities on large and small projects.

AWT are available across London, Kent, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

Severely Distorted Window Masonry, London

Unstable Period Window Masonry, South West London

This Victorian townhouse in Brixton, London SW9, had severely distorted masonry and large gaps around the top floor windows. The brickwork would collapse without immediate action to repair the structural problems. The defect was also impacting the neighbouring property.

Appropriate structural repairs were urgently required to preserve the period features and the property’s value. Previous attempts to repair the defects by traditional building methods had failed. AWT’s specialist repair techniques allow them to repair period brickwork without visible fixings or slow, messy rebuilding work. This is especially helpful where structural defects are affecting adjoined properties and flats.

The Structural Problem

The visible outward leaning of brickwork and masonry lintels to the front top floor had reached the point of instability. If not addressed rapidly, it would result in the failure and collapse of the masonry. This would then require longer, more disruptive and expensive rebuilding work. It would also cause damage to the property’s period features and impact the resale value.

Wide gaps had opened up between the windows as the brickwork bulged outwards. A large gap had also formed above one window and the masonry and lintels were no longer straight.

AWT’s survey found significant outward leaning of the top floor brickwork pier between the windows shared with the adjoining property. The top floor masonry and lintel lintels also showed movement and distortion. AWT diagnosed a progressive structural defect due to ageing and ineffective/inadequate restraining of the masonry.

Previous attempts to repair the structural problem by repointing the area and filling the gaps with mortar had failed to fix the underlying structural issues.

The Structural Solution

Standard building methods tend to provide temporary, cosmetic repairs rather than tackling the root cause of the structural issues. AWT’s specialist knowledge and equipment allow them to remedy masonry defects, add tensile strength and reinstate the integrity of the brickwork. The result is a long-term repair that is not only cost-effective but also requires minimal disruption to residents.

After installing temporary supports to prevent the masonry from collapsing, AWT used specialist structural repair techniques and equipment to restore the structural stability:

  • Realignment of Brickwork & Lintels using AWT Designed Realigning Cramping Equipment
  • Forming Load Bearing Beams in the Brickwork using Heliforce Bars
  • Restraining Bowed Masonry using Thor Restraint Ties
  • Reconnecting the Internal Partition Wall using Thor Grout Ties

AWT use precision diamond drilling techniques to install the stainless steel fixing precisely where required. The result is a repair with no visible fixings. The vast majority of the work is completed from the outside of the property, keeping disruption to a minimum.

New, colour-matched mortar is used to restore any areas of disturbed mortar. Stonework, window frames etc are left ready for repainting if required.

Action Wall Ties are specialist structural repair contractors with the skills and experience to repair and restore period properties.  AWT works on large and small projects for property owners, structural engineers, architects, project managers and local authorities.

AWT are available in London, Kent, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

Repairs to Distorted Bay Window in East London

Structurally Unstable Bay Window in Walthamstow, East London

Like many similar period properties in the Walthamstow, London E17 area, this Victorian/Edwardian house had severe structural issues with the bay window masonry.

Previous attempts to repair the issues by traditional builders, such as repointing the brickwork, had failed to solve the underlying structural defect. As a result, the 1st-floor bay window was at risk of collapse.

If the masonry collapsed, this would require highly disruptive and expensive rebuilding work and impact the property value due to the loss of period features.

AWT can provide long-term, cost-effective repairs for severe bay window structural problems with minimal disruption. To learn more about how AWT can help with structural defects in bay windows read our Bay Window Structural Repair FAQs.

The Structural Problem

Significant outward rotational movement to the first-floor brickwork columns, brickwork arches and brickwork above had left the front of the property at risk of failure.

Symptoms of the failing bay window masonry included:

  • Leaning/bowing brick columns
  • Dropped brick arches above windows
  • Gaps opening up in brickwork
  • Cracks in interior plaster around the bay window
  • Cracks in the ground floor masonry cill

As shown in the photos, the tops of bay window columns were clearly leaning outwards. The brickwork soldier brick arches above the window had dropped leaving the masonry and roof above without the necessary support.

The AWT survey team diagnosed the issue as ageing and inadequate brickwork restraint. Without urgent structural repairs, the bay window masonry would collapse.

The Structural Solution

AWT designed realigning cramping equipment and hydraulic-powered jacks were used to realign the arches and brickwork. The columns were carefully deconstructed to allow steel reinforcing spines to be fitted before reconstruction using the original bricks where possible. The masonry was reinforced using specially designed drilling equipment and precision diamond drilling to install fixings deep within the brickwork.

The AWT designed and fabricated steel spines used to reinforce the bay window columns ensure a long-lasting repair. Unlike the cosmetic repairs offered by traditional builders, AWT’s high-quality fixings and specialist techniques tackle the root cause of the structural failings.

Thanks to AWT’s specialist tools and techniques, the structural repairs to the bay window masonry were completed efficiently and with minimal disruption to the residents. The vast majority of the work was completed without requiring access inside the property and the glazing remained in situ throughout the work.

The bay window structural repairs included:

  • realignment of the arches and brickwork
  • installation of steel spines in bay window columns
  • brickwork arch repair
  • precision diamond drilling
  • injected grouted ties
  • lateral restraints
  • brickwork and concrete repairs
  • colour matched replacement bricks and mortar

As shown in the photos below, the bay window was realigned and strengthened without the need for visible fixings, preserving the property’s period brickwork and maintaining its value.

Action Wall Ties are specialist structural repair contractors with the skills and experience required to repair period properties, including period properties with severe structural defects, such as collapsing bay windows.  AWT work along with property owners, structural engineers, architects, project managers and local authorities on large and small projects.

AWT are available across London, Kent, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

Collapsing Period Bay Window in East London

Repairs to Collapsing Bay Window with Terracotta Bricks

Preserving period features has a significant impact on maintaining the value of a property. Period bay windows and decorative architectural features all contribute to the desirability of a property. To find how AWT can help with structural defects in bay windows read our Bay Window Structural Repair FAQs.

AWT was called in to save the front of this period property in Waltham Forest, Greater London, from collapse. The Victorian/Edwardian 2-storey canted bay window, with original decorative terracotta blockwork, was so structurally weak that temporary supports were put in place to prevent the masonry from collapsing.

Traditional building techniques would have required deconstruction and rebuilding of the bay window brickwork. This would likely have damaged the fragile terracotta brickwork that decorates the property. Loss of period features due to structural defects or inappropriate repairs can severely reduce a property’s value.

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Failing Bay Columns
Bay Column Gaps
Collapsing Bay
Cracked Bay Brick
Failing 2-Storey Bay
Unstable Bay Window
 
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The Structural Problem

This Edwardian/Victorian-era terraced home in East London, E11 had severe structural issues with the bay window.

The bay window defects included:

  • Unstable, collapsing brickwork
  • Clearly visible bowing of bay window columns
  • Gaps around windows
  • Spreading and dropping brickwork arches
  • Outward movement of the masonry
  • Cracked brickwork
  • Distorted brickwork

As seen from the photos, previous attempts to repair the problem had failed because they only addressed the symptoms rather than the cause of the defects.

The long-term structural problems resulted from ageing, ineffective support from the unrestrained bowing brickwork columns and spreading/dropped brickwork arches. This combination of structural defects had left the structure reliant on temporary supports to prevent collapse.

The Structural Repair Solution

Masonry Realignment:

AWT designed realigning cramping equipment and hydraulic powered jacks were used to realign the arches and brickwork spandrel panel.

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Bay Window Structural Repairs
Ornate Bay Repairs
Bay Window Repairs
Bay Repairs
Window Arch Repairs
Window Arch Repairs
Brick Arch Repairs
 
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Steel Reinforcement for Bay Window Columns:

After carefully deconstructing the bowing bay window columns, steel reinforcing spines were fitted between the window frames and the brick columns. Stainless steel retaining ties were built into the brickwork columns as they were rebuilt using the original bricks. The new mortar was matched to the colour and style of the original mortar.

 

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Strengthening Bay Columns
Bay Columns- No Gaps!
Realigned Bay Columns
Realigned Bay Columns
Bay Column Repairs
 
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Masonry Reinforcement & Reconnection:

  • AWT installed rows of twin 8mm stainless steel corded joint reinforcement. This forms a deep masonry beam that adds tensile strength to the structure.
  • Using specialist diamond drilling techniques, AWT installed grouted helical bars to reconnect the bay window masonry with the main elevational brickwork. This restrains the bay window brickwork and prevents it from leaning.
  • Stainless steel lateral restraints were installed in the timber joists and were resin-bonded to the masonry.
The specialist structural repairs were designed to redistribute the upper storey loads to those parts of the supporting structure below which are best able to carry them, while at the same time assisting in restraining diagonal cracking and bulging tendencies. It also added tensile strength thus reinstating the brickwork’s integrity.

After Bay Window Structural Repairs:

As can be seen from the photos, AWT’s structural repairs preserved the attractive period features of the property. AWT’s specialist structural repair techniques also allowed the owners to avoid slow, disruptive and costly rebuilding work.

Action Wall Ties are specialist structural repair contractors with the skills and experience required to repair period properties, including period properties with severe structural defects.  AWT work along with property owners, structural engineers, architects, project managers and local authorities on large and small projects.

AWT are available in London, Kent, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

Timber Bay Window Beam Replacement

Realignment, Reinforcement & Bressumer Beam Replacement

This period property in Lambeth, SW London was undergoing a complete refurbishment. The structural defect affecting the wooden front bay window beam was endangering the entire facade of the property. Without suitable structural repairs the front of the property would collapse.

AWT were chosen to complete the structural repairs because their specialist techniques allow them to replace bay window beams, realign masonry and reinforce structural integrity without slow, costly rebuilding work. AWT were able to preserve the beautiful period features of the property and provide a long term structural repair.

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Before Structural Repairs
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After Structural Repairs

The Structural Problem

Like many Edwardian/Victorian period properties, this South-West London property had been built with a timber Bressumer beam supporting the masonry above the bay window. This wooden beam had decayed leaving the upper storey brickwork without adequate support and on the verge of collapse.

The unsupported weight of the first floor brickwork was damaging the mouldings around the bay window, causing it to crack and lean away from the main elevation. The 2 first floor windows were sagging in a characteristic V shape.

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Rotting Timber Bay Window Beam
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Bay Stonework Cracking & Leaning

Some of the symptoms of the Bressumer beam failure seen in this property:

  • Significant visible distortion of the supporting bressummer beam of the front bay window
  • Dropping brickwork and windows above the bay window
  • Bowing of the main roof
  • Signs of distorting outward movement from the head of the single-storey bay window
  • Cracked masonry and some cracking to the brickwork
  • Cracking and missing section to the masonry cill, partly due to rusting mild steel within the cill
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Cracking Bay Stonework
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Crumbling Bay Cill
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Cracking, Crumbling Cill
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Failing Timber Beam
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Bay Beam Movement
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Decayed Bressumer Beam
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Sagging Brick Above Bay Window

This type of horizontal wooden beam is known by a number of different names including:

  • Timber lintel
  • Bressumer, Bressummer or Breastsummer beam
  • Summer Beam
  • Various other spellings including Sommer, Somer, Sommier and Somier

This type of substantial wooden lintel is often found in period properties over bay windows. Old Edwardian/Victorian timber Bressumer lintels over bay windows are generally over-stressed compared to modern-day standards. They are often found to have moved out of position. Further problems with timber lintels include rot, damp, pest infestations etc. This can render the lintel ineffective, deflecting the brickwork above, as well as the floor and the ceiling. Another common cause of Bressumer beam problems is movement within the building’s structure which leaves the beam lacking adequate support.

The Structural Repair Solution

AWT identified the root cause of the structural issues to be the failure of the timber Bressumer beam in the bay window and inadequate restraint of the bay window masonry. Even without the issue of the beam decaying, the original beam was not strong enough.

The structural repair works required the replacement of the wooden bay window support beam, realignment and strengthening of the brickwork and the addition of lateral restraints to tie the bay window to the main elevation.

removal decayed beam - Timber Bay Window Beam Replacement
Removal of Old Beam
installing new beam - Timber Bay Window Beam Replacement
Installing New Beam
new bay beam - Timber Bay Window Beam Replacement
Replacement Beam
new beam - Timber Bay Window Beam Replacement
New Bay Window Beam
new bressummer beam - Timber Bay Window Beam Replacement
Realigned Bay
new beam support - Timber Bay Window Beam Replacement
Strengthened Bay
new lateral restraints - Timber Bay Window Beam Replacement
New Lateral Restraints
during cill repairs - Timber Bay Window Beam Replacement
Repaired Cill

The structural repair works included:

  • Installation of temporary bay window supports & bracing
  • Use of AWT-designed realigning equipment to lift the brickwork back in line
  • Removal of old, decayed Bressumer beam
  • Replacement of the timber Bressumer beam with a suitable metal beam
  • Introduction of Bed Joint Reinforcement – Beaming to reinforce the brickwork
  • Installation of lateral restraints
  • Diamond drilling and injection of grouted ties to reinstate uniformity
  • Window cill and brickwork repairs

AWT’s repair works were achieved without leaving any visible fixings. The interior finishes were left ready for the renovation work and decorating to be completed. The exterior ornate bay window mouldings and cill were left ready for painting.

after 1 768x1024 - Timber Bay Window Beam Replacement
After Structural Repairs
after 2 768x1024 - Timber Bay Window Beam Replacement
After Repairs & Repainting

AWT provide cost-effective structural repairs for a wide range of structural faults including failing wooden lintels and beams. We operate not only in London but across the whole of the South East of England including Kent, Surrey, Sussex and Essex.

Read our frequently asked questions about bay window structural repairs.

To book a time for one of our surveyors to visit your property or to discuss your requirements, call us today on 01227 721255, email us at enquiries@actionwallties.co.uk or use our contact form to get in touch.

Collapsing Ornate Bay & Balcony

Victorian Bay Window & Balcony: Structural Repairs & Restoration

victorian portico bay - Collapsing Ornate Bay & Balcony

This beautiful example of ornate Victorian architecture in Thanet was at risk of imminent collapse due to severe structural issues. The property had visible significant movement including bowing, cracking, dropping of brickwork arches and bowing columns of the front bay window and to the front elevation.

Several companies had surveyed the problems but none offered any solutions. Previous repairs to the property had tackled the symptoms of the structural defect but had failed to cure the root cause of the problem.

It took just 2 weeks of work for AWT to complete a cost-effective, long-term structural repair. Compared to rebuilding work, the disruption to the residents was minimal.

The Structural Problem

The structural issues with this period property in Thanet, Kent were clearly visible. Wide gaps had opened up between the masonry and the window frames. The structural defect had caused damage from the ground floor bay window columns up to the decorative brickwork panels below the eaves. This entire section of the property was in severe danger of collapse.

Bay Window Issues

 

AWT’s inspection of the front bay window found significant distorting movement to the front ground floor causing:

  •  outward movement
  • dropping and cracking of the brickwork arches and stone quoins
  • significant outward bowing of brickwork columns beyond the tipping point

 

First Floor Masonry Issues

Inspection of the front elevational brickwork found signs of distorting movement of the ground floor supporting bressummer beam (over the bay window) causing:

  • dropping of the supported main elevational brickwork
  • dropping brickwork pier stone quoins
  • dropping window arches above the bay window
  • inward sloping and cracking of the brickwork above the bay window

As part of previous attempts to halt the movement of the masonry, the bressummer beam over the bay window had been replaced by an old-style RSJ.

Bay & Portico Balcony Issues

The owners also wanted to deal with some aesthetic problems with the bay and portico balcony balustrade’s decorative wrought iron panels and stone top rails. All the panels required refurbishment. The bay window’s stone top rail had been replaced with an unattractive concrete capping. The portico stone top rails were mainly missing. New stones, in keeping with the period features, were needed to complete the restoration.

The Structural Solution

AWT recommended realigning and reinforcing remediation work to the existing brickwork including:

  • brickwork realignment
  • bed joint reinforcement
  • brickwork arch repair
  • diamond drilled grouted anchors
  • lateral restraints
  • grout tie injection
  • stonework & brickwork repairs
  • addition of fabricated steel spines to the columns
  • addition of an internal restraint post to the first floor

This multi-faceted approach reinstates uniformity and provides restraint to the masonry.

AWT also carefully removed the balcony balustrade panels for refurbishment. The lugs were replaced with stainless steel before the panels were grit blasted, powder-coated black and refitted. The brickwork corner piers were rebuilt. Finally, AWT had replacement capping stones cast in a limestone material with stainless steel reinforcing and bedded them in position.

Fast, Cost-effective, Minimal Disruption, Long Term Structural Repairs

Tackling such serious structural issues using traditional building techniques would have required reconstruction and rebuilding of the front of the property. Rebuilding would have been expensive, slow and highly disruptive to the homeowners. Damage to the original bricks and ornate stonework would be inevitable.

In just 2 weeks, AWT’s long-term repairs were completed without major rebuilding work or visible fixings to mar the internal or external period features.

Action Wall Ties are specialist structural repair contractors with the skills and experience required to repair and restore period properties.  AWT works on large and small projects for property owners, structural engineers, architects, project managers and local authorities.

AWT are available in Kent, London, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

Period Property with Bulging Brickwork

Repairs to Victorian Period Property with Bowing Masonry

This tall brick-built Victorian-type townhouse in Southwark, South-East London, has 3 floors plus a basement.

The very large rear brick wall of the property was visibly bulging outwards and the brick arches above the windows were dropping and cracking. The property owners had contacted AWT before the problem had become too severe, so there was no significant cracking and failing of the main brickwork. The front bay window was also suffering from some cracking and distortion.

The Structural Problem

In common with many properties of this period, ageing and inadequate restraining of the brickwork had allowed the masonry to bulge outwards. Without structural repairs, the bulging of the masonry would continue and accelerate, allowing the brickwork arches to drop and fail and the main elevational brickwork to become unstable and collapse.

Rebuilding such a large area would be very costly and hugely disruptive to the residents. AWT was asked to provide a cost-effective, long-term structural repair.

The brick window arches were also dropping and cracking, another progressive structural defect that required a long-term solution.

The Structural Repair Solution

repair bulging house wall - Period Property with Bulging Brickwork
Before Repairs

As indicated with red lines and green stars, stainless steel corded joint reinforcement and grouted helical bars were installed within the masonry using precision diamond drilling techniques. This forms a deep masonry beam that adds tensile strength to the structure. It also redistributes the upper-storey loads and restrains any diagonal cracking and bulging tendencies.

As indicated with green lines, grouted helical stainless steel pins were used to realign and reinforce the brick arches.

As indicated with yellow stars, resin-bonded stainless steel lateral restraints were used to restrain the brickwork from bulging outwards.

The cracked window cill at the front of the property was repaired with an anti-carbonation cosmetic-grade mortar. Areas of damaged or disturbed mortar were made good with colour-matched mortar.

No Rebuilding, No Visible Fixings

AWT’s specialist structural repair techniques allowed masonry to be realigned and strengthened without rebuilding work or any visible fixings. This preserved the property’s period features and saved the homeowners time, money and inconvenience.

Action Wall Ties are specialists in structural repairs, including bulging and bowing masonry. AWT works on large and small projects with homeowners, architects, project managers, London borough councils and local authorities.

AWT are available in Kent, London, Essex, Surrey and Sussex. To arrange a survey or to discuss project details, please use our contact form, email us or call us on 01227 721 255.

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