Reinforcement methods should be adopted when the integrity is no
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Reinforcement methods should be adopted when the integrity is no
Reinforcement methods should be adopted when the integrity is not satisfied
1) when the wall is not closed in the plane, the wall section may be added or the cast-in-place reinforced concrete frame is added to the opening to form a closure.
2) as the aspect of strong connection is bad, can be made of steel rod, long bolt, external and external reinforcement beam column.
3) floor roof member support length does not meet the requirements, can be added or taken to enhance joist floor roof integrity measures; the components of corrosion should be replaced; the gable roof truss bottom chord of the chord rod should be added without.
4) when the structure of column or column setting can't meet the identification requirements, should be added additional column; when the wall adopts a double mesh reinforcement cement mortar or concrete wall reinforcement in the wall, and at the junction of additional reinforcement each other reliable Rachel strengthening belt, not the other column.
5) when the beam setting can't meet the identification requirements, should be added in beam; exterior ring beam should adopt the cast-in-place reinforced concrete wall beam, steel rod or in the deep end can be used instead of anchor; when the reinforcement of double mesh reinforcement cement mortar or reinforced concrete wall, and on the two end adding reinforcement strengthening belt when can a ring.
6) when the prefabricated buildings, housing does not meet the seismic identification requirements, can be added for cast-in-place reinforced concrete or reinforced layer building, adding support to the roof.
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HM-20 est un tissu de fibre de carbone unidirectionnelle. Lorsque mis en place par superposition d’épaisseurs du tissu sur la résine d’imprégnation époxyde HM-180C3P, il forme un système de renforcement composite.