All systems
Technical sheet
A.01A.02
SystemS-50

Reinforced masonry

Load-bearing masonry with steel reinforcement set inside the block cores and the mortar beds, embedded in grout. It stays masonry — mass, inertia, simple site work — but gains the tensile strength and ductility that ordinary masonry lacks: under an earthquake it cracks but holds, dissipating energy instead of collapsing. It is the choice for masonry buildings in seismic areas.

PareteReinforced load-bearing masonry
B.01
System build-up6 layers
MURATURA ARMATA1. Cordolo in c.a.6. Intonaco2. Blocco semipieno3. Armatura vert.4. Intaso5. Arm. orizzontale

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

Reinforced load-bearing masonry
Spessore del muro
25-38cm
Armatura verticale
Ø 12-20 nei fori
Armatura orizzontale
nei letti di malta
Resistenza al fuoco
REI 90-180
Comportamento sismico
duttile (armata)
Massa areica
250-450kg/m²
Descriptive memo

Load-bearing masonry with steel reinforcement set inside the block cores and the mortar beds, embedded in grout. It stays masonry — mass, inertia, simple site work — but gains the tensile strength and ductility that ordinary masonry lacks: under an earthquake it cracks but holds, dissipating energy instead of collapsing. It is the choice for masonry buildings in seismic areas.

Reinforced masonry is load-bearing masonry in which steel reinforcement is placed inside the block cores and the mortar beds, embedded in grout. It stays masonry — mass, inertia, simple site work — but gains what ordinary masonry lacks: the tensile strength and ductility needed to resist earthquakes.

Vertical and horizontal reinforcement

Vertical bars threaded into the block cores and locked by a concrete grout give the wall bending strength, out of plane and in plane. Horizontal reinforcement, laid in the mortar beds or in special blocks, ties the courses and resists shear cracking. Together they turn a brittle wall into an element that deforms without breaking suddenly.

Seismic ductility

Ductility is the real gain: under an earthquake reinforced masonry cracks but holds, dissipating energy instead of collapsing. This is why it is the choice for masonry buildings in seismic areas, where the code asks for the predictable behaviour and safety margins that unreinforced masonry cannot offer.

Laying, ring beams, details

It is built like ordinary masonry, with the added care of keeping the reinforcement in position, cleaning and filling the cores to be grouted, and tying the wall to the reinforced-concrete ring beams that close the box at each floor. Ring beams and lintels must be insulated so they do not bridge heat, and breathable renders chosen.

Systems architecture

Why it works

Ductility: it cracks but holds
earthquakeunreinforced: brittlereinforced: ductileunreinforced masonry is brittle: a diagonal crack can split it and fail suddenlyreinforced, it cracks finely but the bars hold it and dissipate energy — it deforms, not collapses

Plain masonry is strong in compression but brittle: it resists almost no tension, so under an earthquake a diagonal crack can split a wall and bring it down suddenly, with no warning. Reinforcement changes the failure: vertical bars in the grouted cores and horizontal bars in the beds let the wall crack into many fine lines while the steel holds the pieces together and yields, absorbing the shaking instead of shattering. The wall still cracks — but it deforms and dissipates energy rather than collapsing, which is exactly the predictable, safe behaviour a seismic code demands. The masonry keeps its mass, inertia and simplicity; the steel adds the tension and ductility it never had.

Behaviour under earthquake

Comparison · insulants
Reinforced masonry
ductile
Confined masonry (ties)
good
Ordinary masonry
brittle
Old, un-tied masonry
very brittle

Longer bar = the better it behaves in an earthquake. Reinforcement and ring beams turn brittle masonry into a ductile box that cracks but holds, instead of shattering.

Nodal details

Critical junctions · sections
123456
D.01
Reinforced cell (plan)

In plan, a vertical bar (or a cage of four) sits in a block core, held by a light tie, and the core is filled with concrete grout: a small reinforced column hidden in the wall. Horizontal reinforcement laid in the mortar beds crosses it and ties the courses. It is this grid of vertical and horizontal steel that gives the masonry its tension and ductility.

  1. Block
  2. Grouted cell
  3. Vertical bars
  4. Tie / stirrup
  5. Concrete grout
  6. Horizontal (bed) steel
123456
D.02
Floor ring beam

At each floor a reinforced-concrete ring beam crowns the wall, into which the vertical bars are anchored; the floor bears on it and it ties the walls into a box that resists the earthquake. On the outside the ring beam is insulated, because the concrete would otherwise be a cold thermal bridge through the masonry.

  1. Masonry (blocks)
  2. Vertical bar (anchored)
  3. R.C. ring beam
  4. Floor (bearing)
  5. Ring-beam insulation
  6. Internal render

Installation controls

Specification · checklist

01 · Blocks & mortar

Block and mortar class
Courses level and bonded
Cores aligned and clean

02 · Vertical steel

Bars in position
Cores fully grouted
Laps and anchorage

03 · Horizontal steel

Bed reinforcement to plan
At openings and corners
Continuity of the courses

04 · Ring beams

R.C. ring beam each floor
Bars anchored from the wall
Insulated on the outside

05 · Damp & finishes

Capillary break at the base
Breathable renders
Details at the openings

Recurring defects

Diagnostics · site
Meccanica
In-plane shear cracking
CauseStrong in-plane (seismic) actions, or openings badly arranged, drive diagonal shear cracks across the piers between openings.
PreventionHorizontal bed reinforcement, vertical bars at openings and corners, a regular layout of openings, design to the seismic code.
Termo-igrometrica
Corrosion of the reinforcement
CauseDamp reaching the bars in poorly filled or carbonated grout corrodes them and can split the block around the core.
PreventionFully filled, compacted grout, cover to the bars, control of rising and driving damp, suitable galvanising in exposure.
Termo-igrometrica
Rising damp and efflorescence
CauseWater rises by capillarity in the porous masonry, bringing salts that crystallise and crumble render and block.
PreventionA capillary break / barrier at the base, breathable renders, drainage, ventilation of the plinth.
Termica
Thermal bridges at ring beams and lintels
CauseThe concrete ring beams and lintels conduct heat far more than the block: cold strips, condensation and mould «map» on the inside.
PreventionInsulate the ring beams and lintels on the outside, continuous external insulation, careful detailing at floors and openings.

Component materials

The network · materials