REF X-MeshC10-sisma Aquila
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Transcript of REF X-MeshC10-sisma Aquila
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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
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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
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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.
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Rur
edil
X M
esh
C10
M25
RuredilChemicals for building
S. M
aria
dei
Cin
ture
lli
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Rur
edil
X M
esh
C10
M25
RuredilChemicals for building
S. M
aria
dei
Cin
ture
lli
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Rur
edil
X M
esh
C10
M25
RuredilChemicals for building
S. M
aria
dei
Cin
ture
lli
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StructuralStructural reinforcementreinforcement::Vaults – Application steps, some details.
X Mesh C10 composite and M25 mortar isapplied
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06 Aprile 2009 06 Aprile 2009 –– EvaluationEvaluation ofof seismseism effectseffectsGeograficGeografic location.location.
20km
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Direction Direction ofof earthquakeearthquake waveswaves -- 06 Aprile 200906 Aprile 2009
W E
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E
W12,40
29,90
34,0
0
24,2
5
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DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism
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DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism
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DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism
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DamagesDamages due due toto 06 Aprile 2009 06 Aprile 2009 seismseism