All systems
Technical sheet
A.01A.02
SystemS-29

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.

PareteCast-in-place structural wall
B.01
System build-up6 layers
INTERNOTERRENOspinta del terreno1. Intonaco2. Setto in c.a.3. Armatura doppia4. Impermeabiliz.5. Isolante (XPS)6. Terreno

Technical section of the system, from inside (left) to outside (right).

Cast-in-place structural wall
Spessore del setto
20-40cm
Classe del calcestruzzo
≥ C25/30
Armatura
doppio strato
Copriferro
≥ 3-5cm
Resistenza al fuoco
REI 60-180
Funzione
portante + controvento
Descriptive memo

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.

In-plane stiffness: the building's bracing

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.

Below ground: a watertight retaining wall

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.

Formwork, reinforcement and pour

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.

Systems architecture

Why it works

In-plane stiffness · bracing
horizontal action (wind / earthquake)frame: it rackswith wall: bracedthe wall is stiff in plane and takes the thrust

A 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 · insulants
Dry partition
none
Masonry infill
low
R.C. frame (no walls)
medium
R.C. shear wall
high

Longer bar = the stiffer the wall in plane, the better it braces the building. The R.C. shear wall gives the stiffness that takes wind and earthquake; cores and shear walls are almost always concrete.

Nodal details

Critical junctions · sections
123456
D.01
Construction joint

Where 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.

  1. Wall (lower lift)
  2. Wall (upper lift)
  3. Rough construction joint
  4. Water-stop
  5. Continuous vertical reinforcement
  6. Cover (spacers)
123456
D.02
Base / foundation junction

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.

  1. Foundation
  2. R.C. wall
  3. Bent starter bars
  4. Water-stop at the joint
  5. Waterproofing turned up
  6. Cover toward the soil

Installation controls

Specification · checklist

01 · Forms & reinforcement

Forms tight and well propped
Two-layer reinforcement, cover spacers
Openings and box-outs in place

02 · Joints & water-stops

Rough, clean construction joints
Water-stops at the joints
Starter bars / continuity at the base

03 · Pour & vibration

Concrete class and slump
Vibration, no segregation
Controlled lift height

04 · Waterproofing & drainage

Continuous waterproofing below ground
Protection and drainage layer
Cover toward the soil guaranteed

05 · Striking & finish

Curing before striking
Repair of any honeycombing
Plaster or external insulation

Recurring defects

Diagnostics · site
Meccanica
Shrinkage cracks and honeycombing
CauseRestrained shrinkage on long walls, or a poorly vibrated, segregated pour, leave vertical cracks and gravel nests (honeycombing) that weaken the wall and let water in.
PreventionControl joints in long walls, cured concrete, vibration without segregation, tight forms.
Termo-igrometrica
Corrosion of the reinforcement
CauseCarbonation or chlorides reach the bars through insufficient or cracked cover; the rust expands and spalls the concrete.
PreventionCover guaranteed by spacers, exposure-class concrete, crack control, protection below ground.
Termo-igrometrica
Water infiltration below ground
CauseBelow the water table, failed waterproofing or unsealed construction joints let water seep through the wall into the basement.
PreventionContinuous waterproofing, water-stops at the joints, drainage, watertight concrete where required.
Adesione
Spalling of the concrete cover
CauseCorrosion, impact or fire detaches the cover, exposing the bars; on fair-faced walls, frost and salts also flake the surface.
PreventionAdequate cover, dense concrete, fire protection to the REI class, water-repellent on exposed faces.

Component materials

The network · materials

Reference regulations

2 norms

Informational links to the regulatory framework. Always verify the current text on the official source.

Reinforced-concrete (shear) wall | Architheca