Rock soil moisture measuring device

By designing a rock and soil moisture measurement device that includes sleeves, slide rods, spiral sheets and opening and closing components, the problems of insertion difficulties in hard rock and soil and easy damage to probe rods are solved, convenient and efficient soil moisture measurement is achieved, and the durability of the equipment is improved.

CN223123008UActive Publication Date: 2025-07-18GUIYANG ARCHITECTURAL SURVEY & DESIGN CO LTD
View PDF 0 Cites 0 Cited by

Patent Information

Application Number
CN202421424004.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-06-21
Publication Date
2025-07-18
Estimated Expiration
2034-06-21

AI Technical Summary

Technical Problem

Existing soil moisture measurement equipment for geologics is difficult to insert into hard soil, and the probe rod is prone to damage, and the lack of protective measures leads to poor durability of the equipment.

Method used

A rock and soil moisture measurement device is designed, including drilling components and measurement components, using sleeves, slide rods, spiral sheets and opening and closing components. Hard rock and soil are drilled through spiral sheets and transported to the ground. The opening and closing components are opened after a specified depth to prevent the hard rock and soil from entering, protecting the probe rod.

Benefits of technology

It improves the insertion convenience and measurement accuracy of the equipment in hard rock and soil, protects the probe from damage, and enhances the durability of the equipment.

✦ Generated by Eureka AI based on patent content.

Smart Images

  • Figure CN223123008U_ABST
    Figure CN223123008U_ABST
Patent Text Reader

Abstract

The utility model relates to the technical field of soil moisture detection equipment, in particular to a rock soil moisture measuring device which comprises a rock soil moisture measuring mechanism, a drilling assembly and a measuring assembly which is fixedly connected to the drilling assembly. The sliding rod is arranged in the sleeve and movably connected with the sleeve, the handle is arranged at the top end of the sliding rod and fixedly connected with the sliding rod, the spiral piece is arranged on the outer surface of the sleeve and fixedly connected with the outer surface of the sleeve, and the opening and closing component is arranged in the sleeve. The rock soil moisture measuring mechanism has the beneficial effects that through the arrangement of the opening and closing component, the probe cannot be damaged by too hard rock soil in the downward drilling process of the rock soil moisture measuring mechanism, and when the rock soil moisture measuring mechanism drills to a certain depth, the opening and closing component is opened, so that the rock soil with the hard surface cannot enter the opening and closing component and can be conveyed to the surface of the rock soil through the conveying sheet; and soft rock soil needing to be measured enters the opening and closing component, so that the detection precision of the probe is improved.
Need to check novelty before this filing date? Find Prior Art

Description

Technical Field

[0001] The utility model relates to the technical field of soil moisture detection equipment, in particular to a soil moisture measuring device for rock and soil. Background Technique

[0002] The measurement of soil moisture is a key link in agriculture and environmental science, which involves the accurate assessment of the liquid water content in the soil. Generally, the measurement methods are divided into two types: one is the sampling method, that is, after collecting soil samples from the field, the water content is measured; the other is the in-situ measurement method, which uses specific instruments to directly measure the soil moisture content in the field. A soil moisture meter is a device specifically used for in-situ measurement of soil moisture, which consists of a measurement main body and a connected probe.

[0003] However, the current soil moisture measurement equipment for rock and soil geology faces many challenges in practical applications. The soil surface of rock and soil geology is relatively hard, making it difficult to insert the probe, and forcibly inserting the probe into hard soil is likely to cause damage to the probe. In addition, many devices lack protection measures for the probe after use, increasing the risk of probe damage during transportation, which cannot meet the actual use requirements. To solve these problems, we propose a new type of soil moisture measurement device, designed specifically for rock and soil geology, to improve the convenience of measurement and the durability of the device. Content of the Utility Model

[0004] In view of the problem in the above or existing technology that makes it difficult to insert the probe, and forcibly inserting the probe into hard soil is likely to cause damage to the probe, the present utility model is proposed.

[0005] Therefore, the purpose of the present utility model is to provide a soil moisture measuring device for rock and soil.

[0006] To solve the above technical problems, the present utility model provides the following technical solution: A soil moisture measuring device for rock and soil, characterized in that it includes:

[0007] The soil moisture measuring mechanism for rock and soil includes a drilling assembly and a measuring assembly fixedly connected to the drilling assembly.

[0008] The drilling assembly includes a sleeve, a sliding rod movably connected inside the sleeve, a handle fixedly connected to the top of the sliding rod, a spiral blade fixedly connected to the outer surface of the sleeve, and an opening and closing component inside the sleeve.

[0009] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: a first annular groove is formed inside the sleeve, a chute is vertically formed along the sleeve at the midline of the first annular groove, and a soil retaining sliding sleeve is installed in an interference fit with the sleeve.

[0010] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: another set of the first annular groove and the chute are symmetrically formed inside the sleeve.

[0011] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: the sliding rod includes a limit sliding sleeve fixedly connected to the bottom of the sliding rod, a limit boss fixedly connected to the outer surface of the limit sliding sleeve, and a second annular groove formed inside the limit sliding sleeve;

[0012] Wherein, a chamfer is formed on the limit boss to facilitate embedding into the chute.

[0013] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: the limit boss is slidably connected to the first annular groove, and the limit boss is movably engaged with the chute.

[0014] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: two sets of the limit boss and the second annular groove are symmetrically arranged.

[0015] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: the spiral blade includes a conveying blade fixedly connected to the outer surface of the sleeve, and a drilling blade fixedly connected to one end of the conveying blade.

[0016] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: the opening and closing component includes a fixed baffle fixedly connected to the bottom of the soil retaining sliding sleeve, a movable baffle arranged inside the fixed baffle, and a moving block arranged on the top of the movable baffle;

[0017] Wherein, the movable baffle is slidably connected to the soil retaining sliding sleeve, and the movable baffle is also slidably connected to the second annular groove.

[0018] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: two identical sets of the fixed baffle and the movable baffle are symmetrically arranged.

[0019] As a preferred embodiment of the soil moisture measurement device of the present utility model, wherein: the measurement component includes a moisture detector fixedly installed on the surface of the handle, and a probe fixedly connected to the bottom of the moisture detector;

[0020] Wherein, the probe is movably connected to the retaining sliding sleeve.

[0021] The beneficial effects of the geotechnical soil moisture measuring device of the present utility model are as follows: through the setting of the opening and closing component, during the process of the geotechnical soil moisture measuring mechanism drilling downward, the probe will not be damaged by hard geotechnical materials. And when drilling to a certain depth, the opening and closing component is opened, so that the hard geotechnical materials on the surface will not enter the opening and closing component and will be conveyed to the surface of the geotechnical soil through the conveying piece, while the soft geotechnical soil to be measured enters the inside of the opening and closing component, improving the detection accuracy of the probe. Description of the Drawings

[0022] In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings required for the description of the embodiments will be briefly introduced below. Obviously, the drawings in the following description are only some embodiments of the present utility model. For those of ordinary skill in the art, without creative efforts, other drawings can also be obtained based on these drawings. Among them:

[0023] Figure 1 It is the overall schematic diagram of the present utility model.

[0024] Figure 2 It is the schematic diagram of the opening of the opening and closing component of the present utility model.

[0025] Figure 3 It is the schematic diagram of the downward movement of the probe of the present utility model.

[0026] Figure 4 It is the internal structure diagram of the present utility model.

[0027] Figure 5 It is the schematic diagram of the sleeve of the present utility model.

[0028] Figure 6 It is the partial cross-sectional view of the sleeve of the present utility model. Detailed Embodiments

[0029] In order to make the above-mentioned objects, features and advantages of the present utility model more obvious and understandable, the following detailed description of the specific embodiments of the present utility model will be given in conjunction with the drawings in the specification.

[0030] In the following description, many specific details are set forth in order to fully understand the present utility model. However, the present utility model can also be implemented in other ways different from those described herein. Those skilled in the art can make similar extensions without departing from the connotation of the present utility model. Therefore, the present utility model is not limited by the specific embodiments disclosed below.

[0031] Secondly, the "one embodiment" or "embodiment" referred to herein means a specific feature, structure, or characteristic that may be included in at least one implementation manner of the present utility model. The "in one embodiment" that appears in different places in this specification does not necessarily refer to the same embodiment, nor is it an embodiment that is separate or selectively mutually exclusive with other embodiments.

[0032] Embodiment 1

[0033] Refer to Figure 1 、 4 Figs. ~6, which is the first embodiment of the present utility model. This embodiment provides a geotechnical soil moisture measurement mechanism.

[0034] Specifically, the geotechnical soil moisture measurement mechanism 100 includes a drilling assembly 101 and a measurement assembly 102 fixedly connected to the drilling assembly 101.

[0035] The drilling assembly 101 includes a sleeve 101a, a slide rod 101b movably connected inside the sleeve 101a, a handle 101c fixedly connected to the top of the slide rod 101b, a spiral blade 101d fixedly connected to the outer surface of the sleeve 101a, and an opening and closing member 101e inside the sleeve 101a.

[0036] Further, a first annular groove 101a-1 is formed inside the sleeve 101a, a chute 101a-2 vertically opened along the center line of the first annular groove 101a-1 is provided, and a soil retaining sliding sleeve 101a-3 is installed in an interference fit with the sleeve 101a.

[0037] Still further, another set of the first annular groove 101a-1 and the chute 101a-2 are symmetrically formed inside the sleeve 101a.

[0038] Among them, the slide rod 101b includes a limit sliding sleeve 101b-1 fixedly connected to the bottom of the slide rod 101b, a limit boss 101b-2 fixedly connected to the outer surface of the limit sliding sleeve 101b-1, and a second annular groove 101b-3 formed inside the limit sliding sleeve 101b-1.

[0039] Among them, the limit boss 101b-2 is provided with a chamfer to facilitate embedding into the chute 101a-2.

[0040] Preferably, the limit boss 101b-2 is slidably connected to the first annular groove 101a-1, and the limit boss 101b-2 is movably matched with the chute 101a-2.

[0041] Furthermore, two sets of the limit boss 101b-2 and the second annular groove 101b-3 are symmetrically arranged.

[0042] Preferably, the spiral blade 101d includes a conveying blade 101d-1 fixedly connected to the outer surface of the sleeve 101a, and a drilling blade 101d-2 fixedly connected to one end of the conveying blade 101d-1.

[0043] During use, place the drilling blade 101d-2 of the spiral blade 101d at the position where the geotechnical material needs to be taken, hold the handle 101c and rotate it downward. At this time, the slide bar 101b rotates, and at the same time drives the limit boss 101b-2 to rotate along the first annular groove 101a-1 to the vertex. At this time, continuing to rotate the handle 101c will drive the sleeve 101a to rotate, and the rotation of the sleeve will drive the spiral blade 101d to rotate. At this time, the drilling assembly 101 rotates downward into the geotechnical material. The geotechnical material will be loosened by the drilling blade 101d-2, and then conveyed to the ground by the conveying blade 101d-1, completing the destruction of the surface soil of the geotechnical material.

[0044] In summary, by rotating the handle 101c, the drilling assembly 101 can be drilled into the geotechnical material to reach the specified depth.

[0045] Embodiment 2

[0046] Refer to Figure 1 、 2 , which is the second embodiment of the present invention. Different from the previous embodiment, this embodiment provides an opening and closing component.

[0047] Specifically, the opening and closing component 101e includes a fixed baffle 101e-1 fixedly connected to the bottom of the retaining slide sleeve 101a-3, a movable baffle 101e-2 arranged inside the fixed baffle 101e-1, and a moving block 101e-3 arranged at the top of the movable baffle 101e-2;

[0048] Among them, the movable baffle 101e-2 is slidably connected to the retaining slide sleeve 101a-3, and the movable baffle 101e-2 is also slidably connected to the second annular groove 101b-3.

[0049] Furthermore, there are two identical groups of the fixed baffle 101e-1 and the movable baffle 101e-2 symmetrically arranged.

[0050] During use, rotate the handle 101c to drill the drilling assembly 101 into the geotechnical material at the specified depth. At this time, the hard geotechnical material on the surface will be damaged by the drilling blade 101d-2, and under the action of the conveying blade 101d-1, the hard geotechnical material will be conveyed to the surface of the geotechnical material. At this time, move the moving block 101e-3 to open the movable baffle 101e-2. At this time, the hard geotechnical material will not enter the inside of the opening and closing component 101e, and continue to rotate the handle 101c to bring the geotechnical material at the specified depth into the opening and closing component 101e.

[0051] In summary, by manually opening the opening and closing component 101e, it is possible to collect the rock and soil at a specified depth, without collecting the hard rock and soil on the surface, and without damaging the probe 102b during measurement due to the excessive hardness of the rock and soil.

[0052] Embodiment 3

[0053] Refer to Figures 1 to 3 , which is the third embodiment of the present utility model. Different from the previous embodiment, this embodiment provides a measurement component.

[0054] Specifically, the measurement component 102 includes a moisture detector 102a fixedly installed on the surface of the handle 101c, and a probe 102b fixedly connected to the bottom of the moisture detector 102a;

[0055] Among them, the probe 102b is movably connected to the retaining soil sliding sleeve 101a-3.

[0056] During use, rotate the handle 101c to drill the drilling component 101 into the rock and soil at a specified depth, open the movable baffle, so that the rock and soil at the specified depth enter the opening and closing component 101e. At this time, reset the rotating handle 101c so that the limit boss 101b-2 is located at the position of the sliding groove 101a-2. At this time, press down the handle 101c, and the probe 102b can contact the soft rock and soil to be detected for accurate measurement.

[0057] In summary, by opening the opening and closing component 101e to allow the rock and soil at a specified depth to enter it, and then pressing down the probe 102b, the measurement can be completed, which is simple and convenient.

[0058] Importantly, it should be noted that the construction and arrangement of the present application shown in multiple different exemplary embodiments are merely illustrative. Although only a few embodiments are described in detail in this disclosure, those who refer to this disclosure should easily understand that many modifications are possible without materially departing from the novel teachings and advantages of the subject matter described in this application (e.g., changes in the dimensions, scales, structures, shapes and proportions of various elements, as well as parameter values (such as temperature, pressure, etc.), installation arrangements, use of materials, colors, orientations, etc.). For example, an element shown as integrally formed may be composed of multiple parts or elements, the position of the element may be inverted or otherwise changed, and the nature, number or position of discrete elements may be altered or changed. Accordingly, all such modifications are intended to be included within the scope of the present utility model. The order or sequence of any process or method steps may be changed or reordered according to alternative embodiments. In the claims, any "means-plus-function" clause is intended to cover the structures that perform the recited function described herein, and not only structural equivalents but also equivalent structures. Other substitutions, modifications, changes and omissions may be made in the design, operating conditions and arrangement of the exemplary embodiments without departing from the scope of the present utility model. Therefore, the present utility model is not limited to a particular embodiment, but extends to various modifications that still fall within the scope of the appended claims.

[0059] In addition, in order to provide a concise description of the exemplary embodiments, all features of the actual embodiments may not be described (i.e., those features that are not relevant to the currently contemplated best mode of carrying out the present utility model or those features that are not relevant to the implementation of the present utility model).

[0060] It should be understood that in the development of any actual implementation, as in any engineering or design project, numerous specific implementation decisions may be made. Such development efforts may be complex and time-consuming, but for those of ordinary skill in the art who benefit from this disclosure, without undue experimentation, such development efforts will be a routine task of design, manufacturing and production.

[0061] It should be noted that the above embodiments are only used to illustrate the technical solutions of the present utility model and not to limit them. Although the present utility model has been described in detail with reference to the preferred embodiments, those of ordinary skill in the art should understand that the technical solutions of the present utility model can be modified or equivalently replaced without departing from the spirit and scope of the technical solutions of the present utility model, and they should all be covered within the scope of the claims of the present utility model.

Claims

1. A device for measuring the moisture content of rock and soil, characterized in that: including, The geotechnical soil moisture measurement mechanism (100) includes a drilling assembly (101) and a measurement assembly (102) fixedly connected to the drilling assembly (101). The drilling assembly (101) includes a sleeve (101a), a sliding rod (101b) movably connected inside the sleeve (101a), a handle (101c) fixedly connected to the top of the sliding rod (101b), a spiral blade (101d) fixedly connected to the outer surface of the sleeve (101a), and an opening and closing component (101e) inside the sleeve (101a).

2. The soil moisture measuring device for geotechnical soil as described in claim 1, characterized in that: Inside the sleeve (101a), a first annular groove (101a-1) is provided, a chute (101a-2) vertically opened along the sleeve (101a) is provided at the center line of the first annular groove (101a-1), and a soil retaining sliding sleeve (101a-3) is installed in an interference fit with the sleeve (101a).

3. The soil moisture measuring device for geotechnical soil as described in claim 2, characterized in that: Another set of the first annular groove (101a-1) and the chute (101a-2) is symmetrically provided inside the sleeve (101a).

4. The soil moisture measuring device for geotechnical soil as claimed in claim 3, wherein: The sliding rod (101b) includes a limit sliding sleeve (101b-1) fixedly connected to the bottom of the sliding rod (101b), a limit boss (101b-2) fixedly connected to the outer surface of the limit sliding sleeve (101b-1), and a second annular groove (101b-3) inside the limit sliding sleeve (101b-1). Wherein, the limit boss (101b-2) is chamfered to facilitate embedding into the chute (101a-2).

5. The soil moisture measuring device for geotechnical soil as described in claim 4, characterized in that: The limit boss (101b-2) is slidably connected to the first annular groove (101a-1), and the limit boss (101b-2) is movably matched with the chute (101a-2).

6. The soil moisture measuring device for geotechnical soil as described in claim 5, characterized in that: Two sets of the limit boss (101b-2) and the second annular groove (101b-3) are symmetrically arranged.

7. The soil moisture measuring device for geotechnical soil as described in claim 6, characterized in that: The spiral blade (101d) includes a conveying blade (101d-1) fixedly connected to the outer surface of the sleeve (101a), and a drilling blade (101d-2) fixedly connected to one end of the conveying blade (101d-1).

8. The soil moisture measurement device for geotechnical soil according to claim 2 or 7, characterized in that: The opening and closing component (101e) includes a fixed baffle (101e-1) fixedly connected to the bottom of the soil retaining sliding sleeve (101a-3), a movable baffle (101e-2) inside the fixed baffle (101e-1), and a moving block (101e-3) on the top of the movable baffle (101e-2).

9. The soil moisture measuring device for geotechnical soil as described in claim 8, characterized in that: Two identical sets of the fixed baffle (101e-1) and the movable baffle (101e-2) are symmetrically arranged.

10. A geotechnical soil moisture measurement device according to claim 2 or 9, characterized in that: The measurement assembly (102) includes a moisture detector (102a) fixedly installed on the surface of the handle (101c), and a probe (102b) fixedly connected to the bottom of the moisture detector (102a). Wherein, the probe (102b) is movably connected to the soil retaining sliding sleeve (101a-3).