CN201680991U - Ring soil sampler with thin-walled extension of shoe - Google Patents

Ring soil sampler with thin-walled extension of shoe Download PDF

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Publication number
CN201680991U
CN201680991U CN2010201407370U CN201020140737U CN201680991U CN 201680991 U CN201680991 U CN 201680991U CN 2010201407370 U CN2010201407370 U CN 2010201407370U CN 201020140737 U CN201020140737 U CN 201020140737U CN 201680991 U CN201680991 U CN 201680991U
Authority
CN
China
Prior art keywords
cutting ring
soil
soil sample
sample barrel
catcher
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN2010201407370U
Other languages
Chinese (zh)
Inventor
孙健
王云生
刘文连
李育红
余绍维
田继党
孙海涛
刘瑞昆
孙熙宁
李鸿翔
贺加乐
张晓玲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Nonferrous Metals Industry Kunming Survey Design And Research Institute Co Ltd
Original Assignee
Kunming Prospecting Design Institute of China Nonferrous Metals Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kunming Prospecting Design Institute of China Nonferrous Metals Industry Co Ltd filed Critical Kunming Prospecting Design Institute of China Nonferrous Metals Industry Co Ltd
Priority to CN2010201407370U priority Critical patent/CN201680991U/en
Application granted granted Critical
Publication of CN201680991U publication Critical patent/CN201680991U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The utility model relates to the technical field of engineering geological investigating technical equipment, and discloses a ring soil sampler with thin-walled extension of shoe. The ring soil sampler comprises a catcher, a piston, a surplus soil tube and a soil sampling tube, wherein the catcher and the piston are mutually connected; the catcher is used for pulling up the piston; the surplus soil tube is arranged at the upper part of the soil sampling tube; the internal diameter of the shoe of the soil sampling tube with thin-walled extension of shoe is the same as the external diameter of a cutting ring; and the cutting ring is built-in the soil sampling tube. The ring soil sampler with thin-walled extension of shoe has the advantages of simple structure, convenient use, easy maintenance, and capability of easily and successfully sampling I stage undisturbed soil sample required by non-static and dynamic triaxial tests.

Description

A kind of bundle joint formula cutting ring soil sample barrel
Technical field
The utility model relates to the technical field of engineering geological investigation technical equipment aspect, particularly relates to the technical field of the equipment aspect that undisturbed soil fetches earth.
Background technology
Undisturbed soil is exactly the intact soil of structure, and manipulated soil is the random perturbation to undisturbed soil.To test and test the structure of undisturbed soil, only get undisturbed soil.Nation-building portion has made relevant requirement to the undisturbed soil technical standard of having taken a sample out to the sampling of undisturbed soil, and existing sand extractor structure does not meet gathers I level undisturbed soil sampling device technical standard.
Creeping into boring in the pure mine tailing layer of sand of loosely organized nothing gluing very easily caves in, the easy disturbance of taking a sample, sampling back testing laboratory can't the secondary sample preparation, and existing cutting ring sand extractor has solved the problem that sand sample does not need the secondary sample preparation, but structure does not meet " undisturbed soil sampling technique standard " requirement.
The utility model content
The utility model purpose aims to provide a kind of bundle joint formula cutting ring soil sample barrel, can successfully collect non-quiet, the moving needed I level of triaxial test undisturbed soil.
For achieving the above object, the technical solution adopted in the utility model is: a kind of bundle joint formula cutting ring soil sample barrel, comprise catcher and piston, catcher is connected with piston, draw piston on the catcher, described bundle joint formula cutting ring soil sample barrel comprises Yu Tuguan and the pipe that fetches earth, and the pipe top of wherein fetching earth is Yu Tuguan, described bundle joint formula fetch earth the pipe shoe internal diameter be consistent with the cutting ring external diameter, cutting ring is built in the pipe that fetches earth.
Bundle joint formula cutting ring soil sample barrel, this bundle joint formula cutting ring soil sample barrel is provided with puts ring.
Described bundle joint formula cutting ring soil sample barrel, this bundle joint formula cutting ring soil sample barrel is provided with the cutting ring bulldozing device.
Described bundle joint formula cutting ring soil sample barrel is provided with shadoof between this bundle joint formula cutting ring soil sample barrel catcher and the piston.
Described bundle joint formula cutting ring soil sample barrel, the Yu Tuguan of this bundle joint formula cutting ring soil sample barrel is provided with vent port.
The utility model beneficial effect
This bundle joint formula cutting ring soil sample barrel is applicable to that boring takes to carry out the required I level original state sample of non-quiet, moving triaxial test test in the glued pure mine tailing layer of sand of loosely organized nothing.The more important thing is that to us the prospecting on mining tailing wasteland and similar stratum later on provides reliable sampling technique means.This bundle joint formula cutting ring soil sample barrel is simple in structure, easy to use, is easy to safeguard, is easy to success and takes non-quiet, the moving needed I level of triaxial test original state sample.
Description of drawings
The structural representation of Fig. 1 bundle joint formula cutting ring soil sample barrel
Embodiment
Below in conjunction with drawings and Examples the utility model is further described.
As shown in Figure 1, a kind of bundle joint formula cutting ring soil sample barrel mainly comprises catcher 1, shadoof 2, piston 3, surplus soil pipe 4, the pipe 5 that fetches earth, shoe 7, cutting ring 6, puts ring and form.Comprise catcher 1 and piston 3, catcher 1 is connected with piston 3, draws piston 3 on the catcher 1, described bundle joint formula cutting ring soil sample barrel take over 1 and piston 3 between be provided with shadoof 2.Described bundle joint formula cutting ring soil sample barrel comprises the surplus soil pipe 4 and the pipe 5 that fetches earth, and pipe 5 tops of wherein fetching earth are surplus soil pipe 4, and the Yu Tuguan of this bundle joint formula cutting ring soil sample barrel is provided with vent port; The fetch earth internal diameter of pipe shoe of described bundle joint formula is consistent with cutting ring 6 external diameters, and cutting ring 6 is built in to fetch earth manages 5.This bundle joint formula cutting ring soil sample barrel is provided with the cutting ring bulldozing device.Restrainting this bundle joint formula cutting ring soil sample barrel 5 is provided with and puts ring.
Get the enforcement principle of undisturbed soil, design and produce inside clearance ratio and be 0, blade angle 10%, area satisfy the bundle joint formula thin-walled of the taking I level original state sample shoe that fetches earth than 10%, on the structure, make internal diameter and test with the consistent pipe that fetches earth of cutting ring external diameter, cutting ring is built in the pipe that fetches earth, the pipe top of fetching earth is the disturbed soil of surplus soil pipe splendid attire soil sample barrel when being pressed into, the soil sample barrel catcher is pulled on the surplus soil pipe of piston closes upper discharge hole during trip-out, in soil sample barrel, form local decompression, adsorb the loose unlikely soil sample barrel of sand sample and in the last process of carrying, fall sample.Because in the direct indentation test cutting ring of sand sample, cutting ring take out the back just can be directly on machine test needn't the secondary sample preparation, solved the problem that loose sand sample can not the secondary sample preparation.
Specifically get the implementation method and the flow process of undisturbed soil
(1) be drilled into the need sampling depth, following clear hole drill tool is removed surplus soil in the boring;
(2) should restraint joint formula cutting ring soil sample barrel with drilling rod hangs to foot of hole;
(3) soil sample barrel is connected with the pressing mechanism rigidity of rig by drilling rod, is pressed into layer of sand sampling continuously by the rig soil sample barrel of exerting pressure, and it be beneficial that compression distance surpasses 9 long 15cm of sample, about 30~35cm, and it is undisturbed soil that assurance enters the liner soil sample that fetches earth;
(4) be depressed into the degree of depth and rise and unload drilling rod, draw the surplus soil pipe of piston closes upper discharge hole during trip-out on the soil sample barrel catcher, in soil sample barrel, form local decompression, adsorb the loose unlikely soil sample barrel of sand sample and in the last process of carrying, fall sample;
(5) soil sample barrel proposes fetch earth under the unloading behind the face of land shoe, Yu Tuguan, the cutting ring that sample will be housed with autocratic cutting ring bulldozing device release one by one the pipe that fetches earth can obtain testing laboratory directly installation non-quiet, move triaxial test I level original state sample.

Claims (5)

1. restraint joint formula cutting ring soil sample barrel for one kind, comprise catcher and piston, catcher is connected with piston, draw piston on the catcher, described bundle joint formula cutting ring soil sample barrel comprises Yu Tuguan and the pipe that fetches earth, wherein fetch earth the pipe top be Yu Tuguan, it is characterized in that described bundle joint formula fetch earth the pipe shoe internal diameter be consistent with the cutting ring external diameter, cutting ring is built in the pipe that fetches earth.
2. according to the described bundle of claim 1 joint formula cutting ring soil sample barrel, it is characterized in that this bundle joint formula cutting ring soil sample barrel is provided with to put ring.
3. according to the described bundle joint of claim 1 formula cutting ring soil sample barrel, it is characterized in that this bundle joint formula cutting ring soil sample barrel is provided with the cutting ring bulldozing device.
4. according to the described bundle joint of claim 1 formula cutting ring soil sample barrel, it is characterized in that being provided with shadoof between this bundle joint formula cutting ring soil sample barrel catcher and the piston.
5. according to the described bundle joint of claim 1 formula cutting ring soil sample barrel, it is characterized in that the Yu Tuguan of this bundle joint formula cutting ring soil sample barrel is provided with vent port.
CN2010201407370U 2010-03-23 2010-03-23 Ring soil sampler with thin-walled extension of shoe Expired - Fee Related CN201680991U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201407370U CN201680991U (en) 2010-03-23 2010-03-23 Ring soil sampler with thin-walled extension of shoe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201407370U CN201680991U (en) 2010-03-23 2010-03-23 Ring soil sampler with thin-walled extension of shoe

Publications (1)

Publication Number Publication Date
CN201680991U true CN201680991U (en) 2010-12-22

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ID=43346031

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201407370U Expired - Fee Related CN201680991U (en) 2010-03-23 2010-03-23 Ring soil sampler with thin-walled extension of shoe

Country Status (1)

Country Link
CN (1) CN201680991U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105910846A (en) * 2016-06-24 2016-08-31 镇江市建科工程质量检测中心有限公司 Soil-sampling machine for testing soil density through cutting-ring method
CN106248420A (en) * 2016-07-11 2016-12-21 南京铁道职业技术学院 A kind of two-tube vane locking-type sand extractor
CN107741339A (en) * 2017-11-29 2018-02-27 中铁西北科学研究院有限公司 A kind of outer dynamic interior stationary ring knife drawing out soil equipment and soil basketing method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105910846A (en) * 2016-06-24 2016-08-31 镇江市建科工程质量检测中心有限公司 Soil-sampling machine for testing soil density through cutting-ring method
CN105910846B (en) * 2016-06-24 2020-02-07 镇江市建设工程质量检测中心有限公司 Soil sampler for testing soil density by ring cutter method
CN106248420A (en) * 2016-07-11 2016-12-21 南京铁道职业技术学院 A kind of two-tube vane locking-type sand extractor
CN107741339A (en) * 2017-11-29 2018-02-27 中铁西北科学研究院有限公司 A kind of outer dynamic interior stationary ring knife drawing out soil equipment and soil basketing method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: No. 1 Dongfeng lane, dongdongdong Road, Kunming, Yunnan Province

Patentee after: China Nonferrous Metals Industry Kunming survey design and Research Institute Co Ltd

Address before: No. 1 Dongfeng lane, dongdongdong Road, Kunming, Yunnan Province

Patentee before: Kunming Prospecting Design Institute of China Nonferrous Metals Industry

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20101222

Termination date: 20180323