Reasonable excavation method of deep large foundation pit under water-rich round gravel conditions
A technology for foundation pit and round gravel, which is applied in excavation, infrastructure engineering, construction, etc., can solve the problems of earth pressure, high water pressure, uneven soil self-binding force, large foundation pit excavation, etc. on the outside of the enclosure structure. Achieve the effect of reducing the risk of foundation pit excavation, smooth construction and stable earthwork structure
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Embodiment 1
[0031] A method for rational excavation of deep and large foundation pits under the condition of water-rich round gravel, comprising the following steps:
[0032] Step 1, Excavation preparation: erect anti-flooding walls around the foundation pit, and open a circular drainage ditch connected to the sedimentation tank, divide the construction layer according to the construction depth, and divide the construction section according to the construction area;
[0033] Step 2, excavation of the surface earthwork in the construction section: use excavation equipment to excavate the surface to a depth of 1.5m, and then pour concrete supports;
[0034] Step 3, earthwork excavation of the first construction layer and the second construction layer: Excavate the first construction layer with a thickness of 2.5m and the second construction layer with a thickness of 2.5m by step grading using excavation equipment, and then install steel supports;
[0035] Step 4, earthwork excavation of the...
Embodiment 2
[0047] A method for rational excavation of deep and large foundation pits under the condition of water-rich round gravel, comprising the following steps:
[0048] Step 1, Excavation preparation: erect anti-flooding walls around the foundation pit, and open a circular drainage ditch connected to the sedimentation tank, divide the construction layer according to the construction depth, and divide the construction section according to the construction area;
[0049] Step 2, excavation of the surface earthwork in the construction section: use excavation equipment to excavate the surface to a depth of 1.8m, and then pour concrete supports;
[0050] Step 3, earthwork excavation of the first construction layer and the second construction layer: excavate the first construction layer with a thickness of 2.5m and the second construction layer with a thickness of 2.7m by step grading using excavation equipment, and then install steel supports;
[0051] Step 4, earthwork excavation of the...
Embodiment 3
[0063] A method for rational excavation of deep and large foundation pits under the condition of water-rich round gravel, comprising the following steps:
[0064] Step 1, Excavation preparation: erect anti-flooding walls around the foundation pit, and open a circular drainage ditch connected to the sedimentation tank, divide the construction layer according to the construction depth, and divide the construction section according to the construction area;
[0065] Step 2, Excavation of the surface soil in the construction section: use excavation equipment to excavate the surface to a depth of 1.8m-2m, and then pour concrete support;
[0066] Step 3, earthwork excavation of the first construction layer and the second construction layer: excavate the first construction layer with a thickness of 2.8m-3m and the second construction layer with a thickness of 2.8m-3m by step grading using excavation equipment, and then install steel supports;
[0067] Step 4, earthwork excavation of th...
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