Static Cavity Walls Can Move - Beware DPC Slip Planes

Static Cavity Walls Can Move - Beware DPC Slip Planes

Parapet cavity walls behave differently because both faces are exposed. Such dual exposure dictates the protection against damp penetration takes into consideration more variable elements than are normally encountered. And if the parapet is curved, the behaviour of the masonry itself can be more problematic if certain aspects are ignored.

When a traditionally constructed parapet wall becomes saturated with rain and in extremes of heat and cold, expansion of the masonry can prejudice the masonry structural continuity. When this occurs the DPC bedding course in a parapet offers the least line of resistance and acts as a slip-plane, so movement at DPC level in the outer and inner skins is commonly witnessed. Where the amount of expansion is not fully compensated by contraction, progressive movement over the years will occur mainly as a result of ratcheting. (Where the expansion movement is not fully matched by the retraction movement and masonry above and below the DPC progressively moves out of alignment). This is easily identified initially by witness lines and eventually by horizontal cracking along the courses in which the parapet DPC has been supported.

Curved parapets can accentuate the problem especially if the curve is between two resilient structural points. Thrust direction can then move at 90º to the arc and a radius eyebrow ledge can result. Such movement is commonly accompanied with coping dislodgement where coping pinching occurs.

The British Standard detail depicts an outward stepping dpc supported in both the inner and outer skins of the parapet wall. This is logical in terms of functionality, but it means the entire parapet masonry above the dpc is separated from the masonry below the DPC. Not the ideal structural arrangement for a highly exposed wall at the top of a building.

However, by using a preformed Type P parapet cavitray that is self-supporting and requires building into one skin only, the outward stepping profile is achieved but the opposite masonry skin can remain uninterrupted. As a consequence the solidity and structural integrity of the wall build is considerably improved. As with any wall, in long runs and especially when constructing a curved parapet, expansion provision is necessary in the form of expansion joints.

A spokesman for Cavity Trays of Yeovil explained: “Originally the British Standard showed an inward stepping DPC rather than an outward one and initially parapet walls built to that detail functioned correctly. But it takes a few years before parapet cracking is apparent, and eventually water would permeate the outer skin along the DPC bedding joint and track inwardly on the underside of that inward stepping DPC. As soon as that tracking reached the inner skin, the damp problem became visible.

“Our approach was the opposite. We designed an outward stepping arrangement - the concept subsequently adopted within the latest British Standard. However, by limiting our design to being built into one skin only, benefits improved structural integrity.”

Parapet design must embrace the coping also, as coping joints eventually weather and fissures provide an entry opportunity for water. Parapet walls need not be problematic. The right specification ensures a correctly protected structure and one in which the structural continuity is not diminished because of DPC slip planes.

Add to Project Board

Create a new project board:

Cavity Trays

Cavity Trays

Cavity Trays Limited is currently the only tray manufacturer awarded European Technical Approval and is the longest-established specialist in its field. Cavity Trays, based in Yeovil, supplies products accompanied with performance-liability protection...
View company profile
T(01935) 474769
F(01935) 428223
WVisit Cavity Trays's website
 New Administration Centre, Yeovil, Somerset, BA22 8HU

Products by this Company


Damp-proof courses

Make an enquiry to Cavity Trays

You may also be interested in this related Product News: Protection and Wet Deflection - Best Practice Read Now