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Comprimento de Sobreposição
Comprimento de Sobreposição
Comprimento de Sobreposição
Comprimento de Sobreposição
Comprimento de Sobreposição
Comprimento de Sobreposição
Acopolador de armadura
HBS-05-S-12
Selar varões com Hilti
Chapa galvanizada S275
300 x 250 x 20 [mm]
4 Parafusos de
ancoragem M12 8.8
Barra para acopolador de armadura
HBS-05-S-12
2Ø12
2Ø12
Estribo Ø8//0,200
Estribo Ø8//0,200
2Ø12
2Ø12 Vão Livre
Apoio Provisório
Apoio Provisório
Apoio Provisório
Barras em L de canto
c/ 1m x 1m
MÁX
=
2,00m
Carga Máxima = 200 kG/m2
Carga Máxima = 200 kG/m2
NOTA:
Este procedimento deverá ser realizado em ambas as faces da
alvenaria (nos dois cantos do vão - ver desenho inferior para
melhor esclarecimento).
Toda a armadura deverá ser empalmada ou sobresposta com
outra armadura, não havendo varões soltos,considerando
comprimento de sobreposição para boas condições de aderência,
em todos os varões sobrepostos, de acordo com a NP EN
1992-1.
Processo de execução:
1. Executar as viga inferior de escoramento do pano de alvenaria.
2. Deixar armadura de espera para todos os cantos;
3. Executar a primeira fase inclinada do pano de alvenaria;
4. Executar o tirante inclinado, empalmar de acordo com o
pormenor, na zona de ligação ao pilar existente, utilizar
acopoladores de armadura em todos os varões.
5. Executar pilar de canto. Empalmar varões do topo do pilar com
a laje ou ancorar com bucha química.
Máx.
=
1,50m
Máx. = 6,50m
Pormenor a executar em ambos os alçados.
Envidraçado de Canto
Deformadas Previstas:
1,5mm (Total)
1,0mm (Peso Próprio)
A compatibilizar com o fornecedor do envidraçado.
O
tamanho
original
desta
folha
é
A2
(594
x
420
mm)
PROJETO
TÍTULO
ESPECIALIDADE
ESCALA
Nº PROCESSO FASE REVISÃO
DATA
REQUERENTE:
MORADA:
TÉCNICOS RESPONSÁVEIS
Amélia Pereira, Engenheira Civil
Rua Tomás Pelayo 12, 4780-557
Santo Tirso
| Tel: 252 001 485 | 919 995 605
| geral@fenixcivil.pt
00
MoradiaCatia
Proposta de Suspensão de Panos de
Alvenaria
1:20
Estabilidade
RMD EXE
2023/05/31
Ricardo Azevedo
--
JTA
RMD-FNX-00-00-DR-S-0001
1 : 20
[1] Pormenor de Suspensão de Carga em Alvenaria
Revisão Data Descrição
00 2023/05/31 Emissão do Projeto.

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Suspensão de Carga.pdf

  • 1. Comprimento de Sobreposição Comprimento de Sobreposição Comprimento de Sobreposição Comprimento de Sobreposição Comprimento de Sobreposição Comprimento de Sobreposição Acopolador de armadura HBS-05-S-12 Selar varões com Hilti Chapa galvanizada S275 300 x 250 x 20 [mm] 4 Parafusos de ancoragem M12 8.8 Barra para acopolador de armadura HBS-05-S-12 2Ø12 2Ø12 Estribo Ø8//0,200 Estribo Ø8//0,200 2Ø12 2Ø12 Vão Livre Apoio Provisório Apoio Provisório Apoio Provisório Barras em L de canto c/ 1m x 1m MÁX = 2,00m Carga Máxima = 200 kG/m2 Carga Máxima = 200 kG/m2 NOTA: Este procedimento deverá ser realizado em ambas as faces da alvenaria (nos dois cantos do vão - ver desenho inferior para melhor esclarecimento). Toda a armadura deverá ser empalmada ou sobresposta com outra armadura, não havendo varões soltos,considerando comprimento de sobreposição para boas condições de aderência, em todos os varões sobrepostos, de acordo com a NP EN 1992-1. Processo de execução: 1. Executar as viga inferior de escoramento do pano de alvenaria. 2. Deixar armadura de espera para todos os cantos; 3. Executar a primeira fase inclinada do pano de alvenaria; 4. Executar o tirante inclinado, empalmar de acordo com o pormenor, na zona de ligação ao pilar existente, utilizar acopoladores de armadura em todos os varões. 5. Executar pilar de canto. Empalmar varões do topo do pilar com a laje ou ancorar com bucha química. Máx. = 1,50m Máx. = 6,50m Pormenor a executar em ambos os alçados. Envidraçado de Canto Deformadas Previstas: 1,5mm (Total) 1,0mm (Peso Próprio) A compatibilizar com o fornecedor do envidraçado. O tamanho original desta folha é A2 (594 x 420 mm) PROJETO TÍTULO ESPECIALIDADE ESCALA Nº PROCESSO FASE REVISÃO DATA REQUERENTE: MORADA: TÉCNICOS RESPONSÁVEIS Amélia Pereira, Engenheira Civil Rua Tomás Pelayo 12, 4780-557 Santo Tirso | Tel: 252 001 485 | 919 995 605 | geral@fenixcivil.pt 00 MoradiaCatia Proposta de Suspensão de Panos de Alvenaria 1:20 Estabilidade RMD EXE 2023/05/31 Ricardo Azevedo -- JTA RMD-FNX-00-00-DR-S-0001 1 : 20 [1] Pormenor de Suspensão de Carga em Alvenaria Revisão Data Descrição 00 2023/05/31 Emissão do Projeto.