Sanitation of a panel building

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Sanitation of a panel building

Popis výsledku v původním jazyce

12-floors panel building was disrupted due to non-uniform settlement. One half of the building was founded on the parent rock, the second one on a layer of sand and loess of thickness c. 6,0 m. The building is a precast panel structure with cast-in-placebasement (cast-in-place box structure with panel ceiling) and combined load-bearing system. Non-uniform settlement caused failure of the load-bearing structure (load-bearing panels, joints) and partition walls. Detail investigation and measurement proveed the non-uniform settlement about 100 mm. Carried out repairs: foundation sanitation (grid of micro-piles, injection of cracks of the cast-in-place basement and load-bearing wall panels), recovery of the function of statically unstable joints (additional external non-prestressed reinforcement), recovery of the spatial stiffness using external prestressed reinforcement (monostrands Lp 15,5 mm). In regard of faults of the sandwich cladding (these faults was caused by the settlement too),

Název v anglickém jazyce

Sanitation of a panel building

Popis výsledku anglicky

12-floors panel building was disrupted due to non-uniform settlement. One half of the building was founded on the parent rock, the second one on a layer of sand and loess of thickness c. 6,0 m. The building is a precast panel structure with cast-in-placebasement (cast-in-place box structure with panel ceiling) and combined load-bearing system. Non-uniform settlement caused failure of the load-bearing structure (load-bearing panels, joints) and partition walls. Detail investigation and measurement proveed the non-uniform settlement about 100 mm. Carried out repairs: foundation sanitation (grid of micro-piles, injection of cracks of the cast-in-place basement and load-bearing wall panels), recovery of the function of statically unstable joints (additional external non-prestressed reinforcement), recovery of the spatial stiffness using external prestressed reinforcement (monostrands Lp 15,5 mm). In regard of faults of the sandwich cladding (these faults was caused by the settlement too),

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2002

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of the 3rd international conference DAMSTRUC 2002

ISBN

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ISSN

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e-ISSN

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Počet stran výsledku

8

Strana od-do

490-497

Název nakladatele

Neuveden

Místo vydání

Rio de Janeiro

Místo konání akce

Rio de Janeiro

Datum konání akce

29. 7. 2002

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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