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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

Inactive Publication Date: 2020-01-10
CHINA RAILWAY DEV INVESTMENT CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Excavating foundation pits in areas rich in water and boulders has the problems of uneven self-bonding and poor stability of the soil, and large soil pressure and water pressure outside the enclosure structure, which poses a greater risk to the excavation of foundation pits

Method used

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Examples

Experimental program
Comparison scheme
Effect test

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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PUM

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Abstract

The invention discloses a reasonable excavation method of a deep large foundation pit under water-rich round gravel conditions. The method comprises the steps that 1, excavation preparation is carriedout, particularly, a flood-proof wall is erected around the foundation pit, an annular drainage ditch communicating with a sedimentation tank is formed, construction layers are divided according to the construction depth, and construction sections are divided according to the construction area; 2, surface earth of the construction sections is excavated; 3, earthwork excavation is carried out on the first construction layer and the second construction layer; 4, earthwork excavation is carried out on the third construction layer and the fourth construction layer; 5, earthwork excavation is carried out on the fifth construction layer and the sixth construction layer; 6, earthwork excavation is carried out on the remaining construction layers, particularly, excavation is carried out circularly and gradually according to the steps from 3 to 5, remaining earthwork is excavated manually after excavation is carried out to 0.2-0.5m above the bottom of a foundation pit, and a concrete foundation cushion layer is poured; and 7, earthwork excavation is carried out on the rest construction sections, and particularly earthwork excavation is carried out section by section from the middle construction section to the construction sections on the two sides according to the steps from 2 to 6. The method can overcome the water-rich round gravel complex construction environment, reduce the foundation pit excavation risk and improve construction efficiency.

Description

technical field [0001] The invention relates to the field of foundation pit excavation construction, in particular to a method for rationally excavating deep and large foundation pits under the condition of water-rich round gravel. Background technique [0002] The foundation pit is an earth pit excavated at the foundation design position according to the base level and foundation plane size. Before excavation, the excavation plan should be determined according to the geological and hydrological data, combined with the conditions of the nearby buildings, and the waterproof and drainage work should be done well. Excavating foundation pits in areas rich in water and boulders has the problems of uneven self-bonding and poor stability of the soil, and high soil pressure and water pressure outside the enclosure structure, which poses a greater risk to the excavation of foundation pits. The invention is designed to overcome the complex construction environment of water-rich round...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/02
CPCE02D17/02
Inventor 张翠东张鹏李明辉徐赞游元明孙权夏金选顾章和李永玲杨利德陈琦徐跃
Owner CHINA RAILWAY DEV INVESTMENT CO LTD
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