Seismic retrofit method for existing pile foundation buildings
A foundation building and building technology, applied in the field of seismic isolation and reinforcement of existing pile foundation buildings, can solve the problems of no seismic performance, potential safety hazards in the epicenter, and increased probability of column toppling at the upper and lower parts of the seismic isolation support, etc., to achieve increased damping , increase safety, improve the effect of the ability to coordinate work
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Embodiment 1
[0032] Embodiment 1: A seismic isolation reinforcement method for an existing pile foundation building, comprising the following steps: (1) Excavating the soil body: determining the position of the original supporting platform 3 of the building superstructure (see figure 1 ), and excavate the soil where one of the original supporting caps was located, and expose the original supporting cap and the pile foundation 4 below the original supporting cap; Excavation at the same time, if it is the original supporting cap inside the building, it will be excavated directly from the indoor ground; the excavation range is 1m around the original supporting cap, and the excavation depth is 0.8m below the bottom of the original supporting cap;
[0033] (2) Build a new support cap: on the top surface of the excavated soil, connect horizontal steel bars and stirrups and pour concrete to form a new support cap 9, which is directly below the original support cap; The minimum area of the new s...
Embodiment 2
[0040] Embodiment 2: A seismic isolation reinforcement method for an existing pile foundation building. The difference from Embodiment 1 is that after the new support cap 9 is constructed, the original support cap is supported by the original pile foundation as a supporting device, and Install the seismic isolation bearing 8 directly between the new supporting platform and the original supporting platform. The seismic isolation bearing is located in the space surrounded by the pile foundation. After the seismic isolation bearing is installed, disconnect the original supporting platform and the new supporting platform. For the pile foundation between the abutments, the disconnected position is at the position where the pile foundation is connected to the original supporting platform, and a gap is formed at this position. And refer to embodiment 1 with steps.
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