Primary state soil sampler for loose sandy soil

A technology for undisturbed soil borrowing and loosening, which is applied in the field of geotechnical engineering, can solve the problems of difficult to control soil overflow, affect the original state of the soil, and low accuracy, and achieve the effects of high soil borrowing efficiency, high measurement accuracy, and accurate measurement.

Inactive Publication Date: 2012-01-18
JILIN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The advantage of this method is that the sampling efficiency is high, and the disadvantage is that the accuracy is low.
Because when the sampling cylinder is separated from the pipe, it is difficult to control the soil overflow, and the soil at the next depth sampling point is easily agitated by the pressure of the previous sampling point tube shoe 12, which affects the original state of the soil

Method used

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  • Primary state soil sampler for loose sandy soil
  • Primary state soil sampler for loose sandy soil
  • Primary state soil sampler for loose sandy soil

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Embodiment Construction

[0033] see Figure 3 to Figure 8 Shown, the undisturbed soil fetcher that is used for sandy loose soil of the present invention is made up of outer casing 1, inner casing 2, synchronous positioning pin 3, sealing soil plate 4 and soil separating plate 5, and inner casing 2 external diameters and outer casing The inner diameter of the tube 1 is sliding fit, the front end of the outer sleeve 1 is a cone cutting edge 11, and the inside of the cone cutting edge 11 is provided with a guiding inner cone 12, the length of the inner sleeve 2 is shorter than that of the outer sleeve 1, and the front end of the inner sleeve 2 is provided with multiple Elastic sealing pieces 6, each elastic sealing piece 6 is triangular, and after being closed, it is in the shape of a cone that matches the inner guide cone 12 of the outer sleeve 1, and the middle section of the inner sleeve 2 is provided with four soil barrier sockets 21, The end of the tail is provided with a limit shoulder, the front e...

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Abstract

The invention discloses a primary state soil sampler for loose sandy soil, comprising inner and outer sleeves, wherein, the front end of the outer sleeve is a cone cutting edge, the inside of the cutting edge is provided with a guiding inner cone, the front end of the inner sleeve is provided with a plurality of elastic cap liners matched with the guiding inner cone, the central section of the inner sleeve is provided with sockets of soil separators, the front end of the inner sleeve is provided with a socket of a soil sealing plate, and the rear portion is provided with a jack of a synchronous positioning pin. The usage comprises the following steps that: before collecting soil, the inner sleeve is inserted into the outer sleeve and inserted into the synchronous positioning pin, the outer sleeve is pressed in soil by force application, then the inner sleeve is pressed to push the elastic cap liners to come together with the guiding inner cone for close up; the outer sleeve is lifted,the soil sealing plate is inserted into the socket, and then the inner sleeve is pulled out; the soil separators are respectively inserted into the sockets, and then the soil sealing plate and the soil separators are successively pulled out, the soil flowed out with each plate are collected and weighed to get a value, and the value is divided by the volume between the soil separators to get the soil bulk density of different depths.

Description

technical field [0001] The invention belongs to the field of geotechnical technology, in particular to an undisturbed soil fetcher for sandy loose soil. Background technique [0002] Soil bulk density refers to the mass per unit volume of soil in the natural state. The soil bulk density index has important significance in environmental protection, geology, water conservancy, agriculture and construction engineering. The method of measuring the soil bulk density is to extract the soil sample under the premise of keeping the natural state of the soil as much as possible, measure the sample volume and dewatered quality, and the ratio of the sample dewatered quality to the volume is the soil bulk density. The technical key of bulk density determination is how to obtain the soil pattern that keeps the soil in its original state. There are two classic methods for obtaining soil patterns: the ring-knife method and the customary soil method. [0003] The ring knife method is to us...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N1/08
Inventor 李建桥刘庆平邹猛樊世超杨艳静何玲张锐李因武李秀娟李豪范文峰王洋
Owner JILIN UNIV
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