RuredilRuredilChemicals for buildingChemicals for building

Ruredil X Mesh C10 M25: Some references

Masonry and historic buildings vaults consolidation

RuredilChemicals for building

SANTA MARIA DI CENTURELLI CHURCHSANTA MARIA DI CENTURELLI CHURCHCAPORCIANO (AQ)CAPORCIANO (AQ)

Designer: Arch. Franco De Designer: Arch. Franco De VitisVitisSoprintendenza BAP (AQ)Soprintendenza BAP (AQ)

StructuralStructural EngineerEngineer : Ing. Carlo Grande: Ing. Carlo GrandeSTUDIO DI INGEGNERIA CIVILE Via Marche n° 1 65012 Cepagatti (PE)

tel. 085 9749133 fax 085 9769756 e-mail: studio.carlogrande@.it

Francavilla al Mare (CH), 27 Maggio 2009

EvaluationEvaluation ofof damagedamage cause:cause:

- Trapezoidal diagram pressure on the floor due to steel rod rupture.- This situation happened in presence ofhigh percentage of water in the soil.

Rur

edil

X M

esh

C10

M25

RuredilChemicals for building

S. M

aria

dei

Cin

ture

lli

Rur

edil

X M

esh

C10

M25

RuredilChemicals for building

S. M

aria

dei

Cin

ture

lli

Rur

edil

X M

esh

C10

M25

RuredilChemicals for building

S. M

aria

dei

Cin

ture

lli

StructuralStructural reinforcementreinforcement::Vaults – Application steps, some details.

X Mesh C10 composite and M25 mortar isapplied

06 Aprile 2009 06 Aprile 2009 –– EvaluationEvaluation ofof seismseism effectseffectsGeograficGeografic location.location.

20km

Direction Direction ofof earthquakeearthquake waveswaves -- 06 Aprile 200906 Aprile 2009

W E

E

W12,40

29,90

34,0

0

24,2

5

DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism

DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism

DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism

DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism