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Construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling

A deep foundation pit and silt technology, applied in the field of foundation pit backfill construction method, can solve the problems of insignificant precipitation effect, high construction risk and high construction cost, and solve the problems of cumbersome construction procedures, high safety factor and low construction cost Effect

Inactive Publication Date: 2015-04-22
CHINA CONSTR FIRST BUILDING GRP CORP LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a construction method of excavating deep foundation pits with silty soil and pumping and shaking sand backfilling. It is necessary to solve the problem of dewatering in the coastal areas where the water level is high and the soil is silty soil. The technical problems of inconspicuous effect, high construction difficulty, high construction risk, long construction period, and high construction cost, and the traditional deep foundation pit backfilling technology is difficult to construct, high construction risk, long construction period, and high construction cost. question

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  • Construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling
  • Construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling
  • Construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling

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Embodiment Construction

[0023] The construction method of excavating a deep foundation pit of muddy soil and backfilling by pumping and shaking sand has the following steps.

[0024] Step 1, measurement and positioning. Specifically, professional surveyors accurately locate the location and grading of deep foundation pits based on drawings, geological survey reports, and earthwork excavation plans, and the foreman organizes surveyors, quality inspectors, and technicians to jointly check and accept the dimensions of the foundation pit to ensure that The working face meets the construction requirements to prevent secondary costs.

[0025] Step 2. Use manual work to dig a small foundation pit with a diameter of about 1 to 3 meters (depending on the size of the sewage pump and air bag) and a depth of about 300 to 500 mm in the middle of the deep foundation pit to be excavated. The excavated silt is piled up around the deep foundation pit to be excavated to prevent the secondary input of manpower and mat...

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Abstract

A construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling comprises the following steps: first, measuring and positioning are conducted; second, a small foundation pit is artificially excavated in the middle of a deep foundation pit to be excavated; third, a suspension type sewage pump used for draining slurry is placed in the small foundation pit; fourth, deep foundation pit excavation construction is carried out; fifth, after the deep foundation pit excavation construction is completed, a section chief assigns unified inspection and acceptance of the position, size and slope of the deep foundation pit to a quality inspector, a technician and a surveyor; sixth, pumping sand compacted backfilling construction is carried out. The construction method of sludge soil texture deep foundation pit excavation and pumping sand compacted backfilling is quite convenient and rapid to use, solves various adverse factors and construction problems of conventional excavation and backfilling of a pile plus sludge soil texture deep foundation pit, is applicable to excavation and backfilling of deep foundation pit engineering of all projects along the coast or in wet land mucky soil or with a high underground water level, and ensures normal construction of the engineering.

Description

technical field [0001] The invention relates to a foundation pit excavation construction method and a foundation pit backfill construction method. Background technique [0002] The traditional deep foundation pit excavation process is to use large-scale machinery such as tower cranes and excavators to excavate, and at the same time cooperate with dewatering. However, in the coastal areas where the water level is high and the soil is silty, this traditional deep foundation pit excavation method has the disadvantages of ineffective precipitation, high construction difficulty, high construction risk, long construction period and high construction cost. So need to improve. [0003] The traditional deep foundation pit backfilling process is to use large machinery such as tower cranes and dump trucks for backfilling. However, in coastal areas where the water level is high and the soil is silty, this traditional deep foundation pit backfill method has the disadvantages of difficu...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/02E02D17/18E02D19/10
Inventor 王东峰王海涛芦小君张威丁书访于强戚慧东杨晓虎葛磊蒋晨孙广袤刘仲亮王晓琦刘学明王贺石帅李德明曹志阳齐冠年周天胡志广邵琦张小薇商毅
Owner CHINA CONSTR FIRST BUILDING GRP CORP LTD
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