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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: [email protected]
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