Torrione panoramic garden of the Piazzo

Tower seen from the garden
Damage in the masonry
Damage in the wall
Execution of passive anchor tie-rods for the temporary safety belts
Installation of safety belts with wooden dividers
Anchor plate for fixing tensioning belts for temporary safety
Plates and belts of provisional safety with ratchet
Securing the tower with circling belts and wooden dividers
Execution of sub-foundation micropiles
Reinforced curb at the base of the tower made for sub-contractors
Masonry consolidation using the
Tower view after consolidation of masonry
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Description: Consolidation retaining wall tower panoramic garden of the Piazzo - Corso del Piazzo n. 19 Locations Piazzo (Biella)
Bound Building

Client: Municipality of Biella - Via Battistero n. 4 - Biella

Services: preliminary, definitive, executive design and construction supervision

Period: 2014
In depth:

Attachment 1: intervention sheet

Attachment 2 : scheme of operational phases of the intervention

Attachment 3: tie rod details

Attachment 4: reinforced concrete reinforcement

Cascina Tre Madonne

View of the North elevation
View of access ramp zone with local pump foundation reinforcement
Laying reinforcement foundation slab with positioned water collection wells
Foundation insole completed.
Foundation slab with first lot casting
View of walls and partitions in approx
Particular pillar with IPE 600 profile inserted
Particular pillar capital
View of the attic and pillars on the second level
Cascina Tre Madonne
Scaffolding insole with u-boot lightening formwork
Armor insole cover with armor curbs tub
View of the attic and pillars on the first level
Access ramp entrance view
Cover slab with special tub curb
View of the archaeological area
First level underground view
First level underground view
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View of the North elevation
North elevation showing the lack of plaster and the presence of pipes and joints
North elevation with a large portion of masonry where there is a lack of plaster and mortar joints.
Back view with deterioration of the masonry
Lack of eaves with degraded exposed beams
Pillar circled with angular and metal brackets
Degradation of the joists and collapse of the slabs of the attic.
Cover portion collapse.
Existing contrast tubes and joints
Existing contrast tubes and joints
Collapse of the floor
View of the first floor with collapsed attic
Collapse of the masonry and support struts of the floor
Damage to the masonry
Floor support props
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Description: Securing with emergency procedure "Cascina tre madonne" - Scandolara Ravara (CR)

Client: Diocesan Institute for Clergy Support - Via Platina n.15 - Cremona

Services: calculation report, seismic checks by means of non-linear analysis, detailed checks, preliminary, final, executive design and works management

Period: 2015
In depth:

Attachment 1: Relevance of fact

Attachment 2: General draft

Attachment 3: Safety project