内框架和底层框架砖房经常遇到的抗震问题:1)抗震横墙间距过大2)横墙或

The seismic problems often encountered in the inner frame and the bottom frame brick houses: <br>1) The distance between the seismic horizontal walls is too large <br>2) The bearing capacity of the horizontal walls or the external longitudinal walls is insufficient <br>3) The rigidity ratio of the bottom layer to the transition layer does not meet the requirements <br>4) The bottom layer is single Frame, lack of redundancy in earthquake resistance. <br>1) When the spacing of the seismic transverse wall meets the requirements and the bearing capacity is insufficient, the reinforcement of the steel mesh surface layer can improve the bearing capacity and improve the structural ductility, and the construction is more convenient; when the seismic bearing capacity of the original wall is too different from the fortification requirements, Reinforced concrete slab wall reinforcement. <br>2) The distance between the seismic transverse walls exceeds the limit, or the lateral seismic bearing capacity of the house is insufficient, priority should be given to adding seismic walls for reinforcement, because this method of reinforcement has the best effect. The additional seismic wall can be brick wall; when the integrity of the floor is good and the lateral seismic bearing capacity is different from the fortification requirements, reinforced concrete seismic wall can also be added for reinforcement. <br>3) When the reinforcement of the reinforced concrete column does not meet the requirements, the steel cast-in-place reinforced concrete sleeve can be added to strengthen the column's bending resistance, shear resistance and resistance. Adhesive fiber cloth, steel strand net-polymer mortar surface layer

Earthquake problems often encountered in the inner and bottom frame brick houses:<br>1) The spacing of the seismic wall is too large<br>2) Insufficient carrying capacity of the horizontal wall or the outer vertical wall<br>3) The underlying and transition layer stiffness ratio does not meet the requirements<br>4) The bottom layer is a single span frame, the earthquake resistance is insufficient.<br>1) When the seismic wall spacing meets the requirements and the carrying capacity is insufficient, the use of reinforced mesh layer reinforcement can improve the carrying capacity and improve the structural elongation, and the construction is more convenient;<br>2) Seismic wall spacing exceeds the limit, or the horizontal seismic carrying capacity of the house is insufficient, priority should be given to the addition of anti-seismic wall reinforcement, because this reinforcement method is the best effect. The additional seismic wall can be brick wall, when the overall structure is better and the horizontal seismic carrying capacity is relatively large, the fortification requirements are large, can also be added reinforced concrete anti-seismic wall reinforcement.<br>3) When the reinforced concrete column banding does not meet the requirements, can be added steel now poured reinforced concrete sleeve and other methods to strengthen the column anti-bending, anti-shear and anti-one can be used paste fiber cloth, steel stranding mesh - polymer mortar surface layer, etc.

The aseismic problems often encountered in brick buildings with inner frame and bottom frame are as follows:<br>1) Too large spacing between seismic cross walls<br>2) Insufficient bearing capacity of transverse wall or outer longitudinal wall<br>3) Stiffness ratio of bottom layer and transition layer does not meet the requirements<br>4） The bottom floor is a single span frame, so the seismic redundancy is insufficient.<br>1) When the spacing of seismic cross wall meets the requirements and the bearing capacity is insufficient, the reinforcement with steel mesh surface layer can improve the bearing capacity and structural ductility, and the construction is more convenient; when the original wall seismic bearing capacity is too different from the fortification requirements, the reinforcement with reinforced concrete slab wall can be used.<br>2) If the distance between the seismic cross walls exceeds the limit, or the lateral seismic bearing capacity of the building is insufficient, the seismic wall reinforcement should be added first, because the effect of this reinforcement method is the best. Brick wall can be used as additional seismic wall; when the integrity of the floor is good and the lateral seismic bearing capacity is quite different from the requirements of fortification, reinforced concrete seismic wall can also be added for reinforcement.<br>3) When the reinforcement of reinforced concrete column does not meet the requirements, steel cast-in-place reinforced concrete sleeve can be added to strengthen the bending resistance, shear resistance and the first resistance of the column, such as pasting fiber cloth, steel wire mesh polymer mortar surface layer, etc