Reinforced-concrete (shear) wall
A load-bearing reinforced-concrete wall cast in place, continuous and monolithic: besides enclosing the space, it is structure. For its in-plane stiffness it is the element that braces the building against wind and earthquake — the «shear wall» or stair/lift «core» — and, below ground, it acts as a watertight retaining wall. It is built with formwork, reinforcement and a pour, and must be designed for the vertical loads and for the horizontal actions in its own plane.
Technical section of the system, from inside (left) to outside (right).
A load-bearing reinforced-concrete wall cast in place, continuous and monolithic: besides enclosing the space, it is structure. For its in-plane stiffness it is the element that braces the building against wind and earthquake — the «shear wall» or stair/lift «core» — and, below ground, it acts as a watertight retaining wall. It is built with formwork, reinforcement and a pour, and must be designed for the vertical loads and for the horizontal actions in its own plane.
The reinforced-concrete shear wall is a wall that works as structure. Unlike an infill or a masonry wall, it is cast in place continuously with the floors and foundations, forming with them a single stiff organism. It is used where strength and, above all, stiffness are needed: stair and lift cores, basement retaining walls, the shear walls that brace tall buildings.
A wall is enormously stiffer in its own plane than out of plane. It is this stiffness that makes it the ideal brace: it takes the horizontal actions — wind, and above all earthquake — and carries them down, keeping the building from swaying or deforming too much. Arranged symmetrically in plan, the walls «govern» the seismic behaviour; badly distributed, they introduce harmful torsion. Their position is a structural choice, not only an architectural one.
Underground the wall also acts as a retaining wall: it holds back the thrust of the soil and the groundwater. It then becomes a tank, and must be waterproofed — with membranes, bentonite barriers or watertight concretes — and drained, detailing the construction joints with water-stops. The cover toward the soil must be generous to protect the reinforcement from the aggressive environment.
The wall is built by placing the reinforcement between two forms and pouring the concrete, which is vibrated to fill every corner without segregating. Quality is born in the details: cover guaranteed by spacers, clean and reinforced construction joints, tight, well-propped forms to resist the thrust of the fresh concrete. Fair-faced concrete needs very careful forms and pour; otherwise it is finished with plaster or, externally, with an insulation system.
Why it works
In-plane stiffness · bracingA wall is enormously stiff in its own plane. Struck by a horizontal action — the wind, but above all the earthquake — it refuses to deform: it absorbs the thrust like a great vertical blade and carries it down, keeping the building from swaying and the frames from «racking». Arranged symmetrically, shear walls govern the building’s behaviour under earthquake; it is why stair and lift cores are almost always reinforced concrete. Below ground, the same wall holds back the soil and acts as a watertight tank.
Lateral stiffness (bracing)
Comparison · insulantsNodal details
Critical junctions · sectionsWhere a pour stops, the surface is left rough and a water-stop is set in it; the vertical reinforcement runs continuous across the joint. So the next lift bonds and the wall stays watertight even where it was cast in two stages.
- Wall (lower lift)
- Wall (upper lift)
- Rough construction joint
- Water-stop
- Continuous vertical reinforcement
- Cover (spacers)
At the foot the wall is tied to the foundation by bent starter bars; the waterproofing is turned up onto the wall and a water-stop closes the joint, so soil and groundwater stay out and the cover protects the steel.
- Foundation
- R.C. wall
- Bent starter bars
- Water-stop at the joint
- Waterproofing turned up
- Cover toward the soil
Installation controls
Specification · checklist01 · Forms & reinforcement
02 · Joints & water-stops
03 · Pour & vibration
04 · Waterproofing & drainage
05 · Striking & finish
Recurring defects
Diagnostics · siteComponent materials
The network · materialsReference regulations
2 norms- D.P.R. 380/2001Consolidated Building Act (Testo Unico Edilizia)In force
- D.M. 16/02/2007Fire-resistance classification of construction products and elementsIn force
Informational links to the regulatory framework. Always verify the current text on the official source.