Settling, reinforcing and lifting method of independent foundations of existing building
A technology of existing buildings and independent foundations, which is applied in the field of settlement, reinforcement and lifting of independent foundations of existing buildings, and can solve the problems of poor compaction effect, large construction face, and poor piling method economy, so as to improve stability and safety. The effect of reducing the construction cost and reducing the scope of treatment
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Embodiment 1
[0050] The settlement, strengthening and lifting method of the independent foundation of the existing building includes the following steps:
[0051] S1 Settlement Measurements: Reference figure 1 , according to the reference elevation point set on site, carry out settlement measurement for each independent foundation 2 or foundation column 1, and record the settlement data, calculate the settlement difference, and set the unified elevation line.
[0052] S2 Solid Ground: Combining image 3 , using the drilling and injecting integrated layered grouting method to reduce the disturbance to the foundation soil layer. Specifically, advance layered grouting reinforcement can be adopted, the reinforcement depth is layered downwards, and each segment is drilled, and a segment is grouted, and each grouting segment is 0.3-0.5m long, forming a corresponding height of 0.3-0.5m The multiple grouting layers 41 together form a stable zone 4 until the construction within the reinforcement ...
Embodiment 2
[0057] What is different from embodiment 1 is in the step S2: refer to Figure 5 , multiple drilling and injection holes 3 are evenly distributed around the independent foundation 2, combined with Figure 6 , the drilling and injection hole 3 is along the edge of the independent foundation 2, avoiding the independent foundation 2, inclined downward, and the bottom of the drilling and injection hole 3 points to the side close to the vertical center of the independent foundation 2, so as to reduce the impact on the independent foundation 2 damage, reducing the construction strength. The stable zone 4 and the lifting zone 5 finally formed in this embodiment refer to Figure 7 .
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