CN-224231314-U - Soil parameter layering testing arrangement

CN224231314UCN 224231314 UCN224231314 UCN 224231314UCN-224231314-U

Abstract

The utility model belongs to the technical field of soil detection and discloses a soil parameter layering testing device, which comprises a vertical pipe, wherein a plurality of semicircular through grooves are formed in the periphery of the vertical pipe, circular inserting pieces are respectively arranged in the semicircular through grooves in a matched mode, vertical through grooves formed in the vertical pipe are respectively formed between every two adjacent semicircular through grooves, an arc-shaped plate is arranged outside the vertical through grooves, a limiting chute is formed in the periphery of the vertical pipe, and convex edges corresponding to the limiting chute are respectively arranged on the inner cambered surfaces of the arc-shaped plates. Through this device, can conveniently get soil to after getting soil, can conveniently carry out the layering to soil and preserve, and can conveniently be under the condition that does not influence soil depth structure to soil temporary storage.

Inventors

SHI YUANYUAN
Zhao Juanyu
SONG XIANCHONG
KE QIN
JIANG HUBO
QIN ZUOYU
TANG JIAN

Assignees

广西壮族自治区林业科学研究院

Dates

Publication Date: 20260512
Application Date: 20250604

Claims (7)

1. The utility model provides a soil parameter layering testing arrangement, includes standpipe (1), characterized by, the periphery of standpipe (1) set up several semicircular through groove (2), circular inserted sheet (3) are installed in the semicircular through groove (2) respectively in the cooperation, set up respectively between every two adjacent semicircular through groove (2) and set up vertical through groove (4) on standpipe (1).
2. The soil parameter layering test device according to claim 1, wherein an arc-shaped plate (5) is arranged outside the vertical through groove (4), a limiting chute (6) is formed in the periphery of the vertical pipe (1), and convex edges corresponding to the limiting chute (6) are respectively arranged on inner cambered surfaces of the arc-shaped plates (5).
3. The soil parameter layering test device according to claim 2, wherein clamping blocks (7) are fixedly arranged on one side of the arc-shaped plate (5), and each clamping block (7) is provided with two clamping grooves (8) on the corresponding vertical pipe (1) respectively.
4. A soil parameter layering test device according to claim 3, wherein the upper side and the lower side of the arc plate (5) are respectively provided with a guiding inclined plane.
5. The soil parameter layering test device according to claim 1, wherein a guiding inclined plane is formed on the bottom side of the periphery of the vertical pipe (1).
6. The soil parameter layering test device according to claim 1, wherein a vertical rod (9) is fixedly arranged at the top of the vertical tube (1), and a pressing plate (10) is fixedly arranged on the vertical rod (9).
7. The soil parameter stratification test apparatus of claim 6, wherein said pressing plate (10) is fixedly provided with grips (11) on both sides thereof, respectively.

Description

Soil parameter layering testing arrangement Technical Field The utility model belongs to the technical field of soil detection, and particularly relates to a soil parameter layering test device. Background When the soil parameter is detected, the soil is sometimes required to be detected in a layered manner to detect the soil parameters of different depths, so that the soil is conveniently maintained according to specific parameters, the existing sampling test device is usually combined by adopting two half cylinders and then inserted into the soil, and the soil is taken out and then is opened for testing. Disclosure of utility model In order to solve the above-mentioned shortcomings in the prior art, an object of the present utility model is to provide a soil parameter layering test device, so as to solve the problems mentioned in the background art. The technical scheme adopted by the soil parameter layering testing device for solving the technical problems is as follows: the utility model provides a soil parameter layering testing arrangement, including the standpipe, the periphery of standpipe set up the semicircular groove that permeates of several, the semicircular groove that permeates is respectively cooperated and is installed circular inserted sheet, every two adjacent semicircular groove that permeates set up respectively between the groove and permeate the groove in vertical on the standpipe. Further, the outside of vertical through groove be equipped with the arc, limit chute is seted up to the periphery of standpipe, is equipped with the protruding edge that corresponds with limit chute on the intrados of arc respectively. Furthermore, one side of the arc-shaped plate is fixedly provided with a clamping block, and each clamping block is respectively provided with two clamping grooves on the corresponding vertical pipe. Further, the upper side and the lower side of the arc-shaped plate are respectively provided with a guide inclined plane. Further, a guiding inclined plane is arranged at the bottom side of the periphery of the vertical pipe. Further, the top of standpipe fixed mounting montant, fixed mounting presses the clamp plate on the montant. Further, the two sides of the pressing plate are respectively and fixedly provided with a handle. Compared with the prior art, the utility model has the beneficial effects that: 1. According to the soil parameter layering test device, when the soil parameter layering test device is used, force is downwards applied, the vertical pipe is downwards pressed into soil, sampling soil enters the vertical pipe, then the vertical pipe can be pulled out after the movable vertical pipe is used for reaming the soil at the periphery of the vertical pipe, then each circular inserting piece is respectively inserted into each semicircular penetrating groove to conduct layering retention on each depth of the soil in the vertical pipe, meanwhile, when the soil parameter layering test device is used, a corresponding detecting needle can be directly inserted into the vertical penetrating grooves to conduct detection, the soil can be detected in a mode that the soil is taken out of the vertical penetrating grooves, soil can be conveniently fetched, layering preservation can be conveniently conducted on the soil after the soil is fetched, and the soil can be conveniently temporarily stored under the condition that the soil depth structure is not affected. 2. According to the soil parameter layering test device, the vertical through grooves can be shielded through the arc-shaped plate when the soil parameter layering test device is used, and soil scattering in the moving process is prevented. 3. According to the soil parameter layering testing device, when the arc-shaped plate is opened and closed, the clamping blocks can be clamped in the corresponding clamping grooves, so that the arc-shaped plate is fixed. 4. According to the soil parameter layering test device, provided by the utility model, the resistance can be conveniently reduced when the device is plugged and unplugged through the guide inclined plane. 5. According to the soil parameter layering test device, the vertical pipe can be conveniently inserted into the soil through the guide inclined plane. 6. According to the soil parameter layering test device, the vertical pipe can be conveniently forced downwards through the pressing plate. 7. According to the soil parameter layering test device, when the soil parameter layering test device is used, the vertical pipe can be forced through the handle. Drawings Other features, objects and advantages of the present application will become more apparent upon reading of the detailed description of non-limiting embodiments, made with reference to the accompanying drawings in which: fig. 1 is a schematic structural view of the present utility model. In the figure, 1, a vertical pipe, 2, a semicircular through groove, 3, a circular inserting piece, 4, a vertical through gro