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The difference between the masonry structure and the concrete structure of externally bonding carbon fiber reinfroced polymer(CFRP) sheet:Substrate difference,Material surface difference,Construction methods difference
2020-03-24 13:30:21In the reinforcement project, the concrete interface treatment is very important, which is related to the final reinforcement effect. Aiming at the different interface between new and old concrete, new concrete and old brick wall, a series of interface treatment technologies are adopted to consolidate the reinforcement surface and achieve good results.
2020-03-25 10:29:042) wall seismic capacity of the braced girder can not meet the requirements, can be added for masonry columns, column, reinforced concrete column or the mortar layer, method of reinforcing steel net wall.
2020-03-24 13:31:16Reinforcement methods should be adopted when the integrity is not satisfied
2020-03-23 13:22:06The strength grade of the material used for reinforcement should not be lower than the actual strength grade of the original material.There should be a reliable connection between the new components and the original components, and the new aseismic walls and columns should have a reliable foundation.
2020-03-24 13:34:12System reinforcement is aimed at the overall seismic performance of the building structure which is less than the current seismic appraisal standard, and the reinforcement is reinforced by local members for the lack of bearing capacity of the local members.
2020-03-25 10:31:11The following reinforcement methods should be adopted when the structural system and the seismic bearing capacity of reinforced concrete buildings are not satisfied
2020-03-24 13:34:48if the load is removed before the reinforcement of carbon fiber cloth, the situation is completely different. Due to reducing the influence of two times of load and decreasing the lag strain of CFRP, the old and new two parts can enter their respective limit state at the same time, and the overall bearing capacity of the structure can be significantly improved.
2020-03-24 13:35:29The main reasons for structural strengthening:materials reson(unqualified cement quality),design reason(lack of security design),change usage(seismic reinforcement of existing buildings),construction reason(construction method is wrong),environment reason(concrete corrosion,corrosion of steel bar)
2020-03-24 13:37:38In order to protect the life and property, the building have to do seismic strengthening. However, some buildings have not been aseismatic in the design and construction, which requires the seismic identification and reinforcemen . In particular, the old buildings, such as the general hotel, need to be identified as a whole in the new era and to be reinforced in accordance with the design.
2020-03-24 13:39:00