Method for reinforcing and deviation correcting of building foundation through combined grouting
A building and foundation technology, applied in the repair of foundation structure, construction, foundation structure engineering, etc., can solve problems such as high viscosity of polyurethane reaction raw materials, secondary cracking of structure foundation, high cost of polyurethane grouting, etc., to achieve uniformity and comprehensiveness Reinforcement effect, lower project cost, simple and fast construction difficulty
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Embodiment 1
[0036] Example 1: The uneven settlement of the foundation of the building structure leads to cracking, incomplete structural functions or potential safety hazards. Certain engineering measures need to be taken to reinforce or lift the foundation. Therefore, this embodiment specifically provides a method for reinforcing and rectifying the foundation of a building by using combined grouting (polyurethane-cement). This method has a uniform reinforcement effect and can accurately correct the deviation of the foundation of the building structure. The construction is simple and fast, the amount of slurry used is small, and the construction period is short. It is an economically feasible construction technology.
[0037] like Figure 1-8 As shown, the building foundation reinforcement and deviation correction method adopted in this embodiment include the following construction steps:
[0038] [Step 1] Layout polyurethane grouting drilling 2
[0039] like figure 1 , 2 As shown, th...
Embodiment 2
[0063] Embodiment 2: In this embodiment, the polyurethane grouting pipe group is covered with a flexible pile bag, and the pocket of the flexible pile bag is sealed with the outer wall of one end of the polyurethane grouting pipe group. Due to the effect of the peripheral flexible pile bag, The polyurethane raw material reaction slurry will not spread randomly, which protects the underground environment. The rest of the steps in this embodiment are the same as those in Embodiment 1, so details are not repeated here.
Embodiment 3
[0064] Example 3: The foundation of a 50,000 cubic crude oil tank farm in a petrochemical 10 million tons / year oil refining project has uneven settlement, the bottom plate has a pot bottom shape, and the center of the bottom plate of the oil tank has a large settlement. The tank foundation The height difference between the edge and the center of the tank is 232mm, and a settlement of 380mm has occurred, and the settlement value continues to decrease towards the periphery of the storage tank. Due to the differential settlement of the bottom of the storage tank foundation, there are certain safety hazards and inconvenience in use of the storage tank, and the storage tank needs to be rectified and reinforced now.
[0065] like Figure 8 As shown, in this embodiment, the polyurethane-cement joint grouting method is used to reinforce and correct the building foundation. The construction steps of this method are as follows:
[0066] [Step 1] Layout polyurethane grouting drilling
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