Double-wall closed soil sampling method and device for soft soil

A double-walled, closed technology, applied in the field of foundation soil survey, construction, infrastructure engineering, etc., can solve the problems of secondary soil disturbance, lower soil shedding, lower sampling ratio, etc., to ensure the original traits, avoiding soil escape, and reducing disturbance

Inactive Publication Date: 2015-05-13
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The main problem is that after sampling, the thin-walled soil extractors are usually pulled off or twisted to separate the sample soil from the subsoil, which not only easily disturbs the sample, but also easily causes the lower soil to fall off, reducing the sampling rate. At the same time, when the soil fetcher extracts the sample upwards, it depends entirely on the friction between the soil sample and the pipe wall to maintain the soil sample, which will also cause a certain disturbance to the soil sample; after the soil is lifted to the ground, the sample is lifted from the pipe wall In the process of rolling out, due to the contact friction between the soil and the pipe wall, it will cause the secondary disturbance of the soil

Method used

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  • Double-wall closed soil sampling method and device for soft soil
  • Double-wall closed soil sampling method and device for soft soil
  • Double-wall closed soil sampling method and device for soft soil

Examples

Experimental program
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Effect test

Embodiment 1

[0036] A double-wall closed method for soil extraction for soft soil, the steps of which are:

[0037] 1) When in use, connect the outer layer sampling tube 1 and the inner layer sampling tube 2 to the joint 9 of the soil extractor, and fix them with connecting pins 8 . When taking soil, make the joint 9 of the soil fetcher be located at the upper part of the device, push the piston rod 7 from top to bottom, make the piston 6 be at the bottom of the sampling tube, and the bottom surface of the piston 6 is flush with the cutting edge of the outer layer sampling tube 1. The piston rod 7 is put into the soil layer to be sampled simultaneously with the drill rod of the drilling rig. Before lowering the soil extractor, the hole should be carefully cleaned. When the soil extractor is close to the depth of soil extraction, it should be lowered slowly to avoid pressure on the bottom of the sampling hole due to downward pressure or impact. When sampling, it is advisable to select the ...

Embodiment 2

[0045]A double-walled closed soil sampling device for soft soil, comprising an outer layer sampling tube 1, an inner layer sampling tube 2, a broken soil piece 3, a lifting rod 4, a connecting rod 5, a piston 6, a piston rod 7, a pin Sub 8, soil fetcher joint 9. Its connection relationship is: the outer layer sampling pipe 1 is a steel integral hollow regular pentagonal cylindrical casting, the outer layer sampling pipe 1 is connected with the lower part of the soil-taking tool joint 9, and is located at the outermost layer of the device, and the outer layer sampling pipe 1 and The inner layer sampling tube 2 is in contact with three pins 8 holes, the length of which exceeds the inner layer sampling tube 2, and the outer layer sampling tube 1 and the inner layer sampling tube 2 are connected via pins 8; the inner layer sampling tube 2 is connected by 5 The same rectangular steel plates are spliced ​​together along the long sides. After being assembled, they are also hollow reg...

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PUM

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Abstract

The invention discloses a double-wall closed soil sampling method and device for soft soil. The method comprises the steps that A, double-layer sampling pipes are connected to soil sampler connectors and fixed through pins; B, a double-wall closed soil sampler is placed down into the bottom of a hole and pressed into soil for sampling; C, in the soil sampler pressing-in process, a lifting rod moves downwards along with the soil sampler; D, after the soil sampler is pressed to reach the depth, the soil sampler is pulled out upwards after the sampling pipes are closed; E, after the soil sampler is lifted to the ground, whether the sampling pipes deform or not is detected; F, soil samples are conveyed to a laboratory, closed and kept upright after being sampled out. According to the double-wall closed soil sampling method and device for soft soil, the inner and outer layer sampling pipes are connected with the sampler connectors through the pins, the inner layer sampling pipe is formed by splicing five identical rectangular steel plates along long edges in a contact mode, and a soil breaking piece is located at the lower end of each steel plate and connected with the inner layer sampling pipe through a hinge. The method is easy to implement, operation is easy and convenient, the structure is simple, stability and reliability are achieved, the soil sampling quality is high, and the sampling rate is improved.

Description

technical field [0001] The present invention relates to the technical field of soil exploration, more specifically to a double-wall closed soil extraction method for soft soil, and also relates to a double-wall closed soil extraction device for soft soil, which is suitable for tailings ponds, Related industries in the field of geotechnical engineering such as dams and buildings carry out sampling of Class I soft soil silt, and samples of this standard level can provide test samples for physical and mechanical tests or soil layer division of soft soil. Background technique [0002] Engineering geological survey is a geological survey and research work to find out the geological factors affecting engineering buildings, and to provide a basis for determining protective measures to ensure the stability and normal use of buildings. With the demand and development of my country's economic construction, and the increase of various large and medium-sized geotechnical engineering pro...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D1/04
CPCE02D1/04
Inventor 张超巫尚蔚张修照杜艳强杨春和李浩然李小生龙学军胡晓明王光进刘海明
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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