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Benelux Diving — Inshore & civil diving
Capabilities · 03

Bricklaying and pointing quay walls

Historic masonry quay walls lose their mortar joints long before they lose their bricks. We rake out, rebuild and repoint the submerged face with mortars that cure under water, and close the leak paths that let the fill behind the wall escape.

  • Working area

    NL · BE

  • Dive system

    Surface-supplied

  • Reporting

    Video + written

  • Availability

    24/7

01

In detail

Many quay walls in the Benelux are historic masonry: brick or block work, often more than a century old, still carrying modern loads. Where the mortar has washed out, individual bricks work loose, the joint pattern opens and the fill behind the wall starts to migrate through the gaps. Left alone, a joint problem becomes a stability problem, because the wall relies on the fill staying where it is.

Our divers rake out degraded joints, clean the masonry, replace loose or missing bricks with matching units and repoint the wall with a mortar selected for underwater curing and compatibility with the original material. Work is carried out from a small pontoon or from the quay itself, in bays, so the visual line of the wall stays consistent and each finished bay can be checked before the next one starts.

Where the wash-out has already reached the fill, repointing alone is not enough. We first close the leak paths — grout injection or a geotextile filter behind the joints — and only then restore the face. That order matters: pointing a wall that is still losing fill behind it simply hides the mechanism for another season.

What you receive

  • Joint survey with mapped loss per bay
  • Mortar and brick specification matched to the original wall
  • Repointed and rebuilt bays with photo record
  • Injection or filter works where fill loss was found
  • Advice on inspection interval for the remaining wall
02

Typical civil applications

  • Raking out and repointing degraded joints
  • Replacement of loose or missing bricks and blocks
  • Rebuilding locally collapsed masonry sections
  • Grout injection where fill has washed out
  • Placement of filter fabric behind open joints
03

Structures involved

  • Historic brick quay walls
  • Block and masonry retaining walls
  • Lock chamber walls
  • Bridge abutments
  • Canal banks and weirs
04

Working method

Bays are surveyed and numbered first, so joint loss and missing units are quantified before work starts. Each bay is then cleaned, raked out to sound material, rebuilt where needed and repointed with a compatible underwater mortar. Where fill loss is found, the leak path is closed before the face is restored, and each finished bay is checked and photographed before the next one is opened.

05

Equipment and techniques

  • High-pressure water jetting
  • Underwater mortar and grout pumps
  • Hand and pneumatic raking tools
  • Filter fabric and injection lances
  • Helmet video for joint-by-joint recording
06

Safety considerations

  • Assessment of local collapse risk before entry
  • Exclusion zone under and around the work bay
  • Control of jetting reaction forces
  • Monitoring of fill loss and settlement behind the wall
Safety

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