CN204832008U - Geotechnique takes adhesion stress detection device - Google Patents
Geotechnique takes adhesion stress detection device Download PDFInfo
- Publication number
- CN204832008U CN204832008U CN201520601227.1U CN201520601227U CN204832008U CN 204832008 U CN204832008 U CN 204832008U CN 201520601227 U CN201520601227 U CN 201520601227U CN 204832008 U CN204832008 U CN 204832008U
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- CN
- China
- Prior art keywords
- soil
- geotechnique
- earth
- containing groove
- adhesion stress
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- 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
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model belongs to the technical field of adhesion stress testing equipment between geotechnique area and the soil and specifically relates to a geotechnique takes adhesion stress detection device. The utility model aims to solve the technical problem that a geotechnique takes adhesion stress detection device that can guarantee the accuracy and measure adhesion stress between geotechnique area and the soil is provided. Geotechnique takes adhesion stress detection device, including flourishing soil box, be provided with foraminiferously on two at least walls of flourishing soil box, flourishing soil box top is provided with the flourishing soil box apron that is used for compressing tightly the interior soil of containing of flourishing soil box. When the in -service use, soil to the side holing position that at first packs into on request in flourishing soil box, with the geotechnique take or other geotechnological muscle materials to pass wearing of flourishing soil box both sides foraminiferous, then continue that the dress is native on request to guarantee through flourishing soil box apron that the pressure between geotechnique area and the soil is invariable, the frictional resistance is surveyd with force transducer in the last geotechnique area of slowly drawing on request. The utility model discloses be particularly useful for among the detection of adhesion stress between geotechnique area and the soil.
Description
Technical field
The utility model relates to cohesive force testing equipment field between Soil test and soil, especially a kind of Soil test cohesive force pick-up unit.
Background technology
When detecting cohesive force between Soil test and soil, there is no good testing equipment at present.Because when detecting cohesive force between Soil test and soil, need, by Soil test pull-out stably in the middle of soil, meanwhile, also to need to keep the technical parameter requirements such as the pressure stability between soil and Soil test.Therefore, in order to better detect described cohesive force, the ultimate principle that the application detects in conjunction with cohesive force between Soil test and soil, has createed the cohesive force pick-up unit of the application.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of Soil test cohesive force pick-up unit that can ensure accurately to measure cohesive force between Soil test and soil.
The utility model solves the technical scheme that its technical matters adopts: Soil test cohesive force pick-up unit, comprise earth-containing groove, at least two walls of described earth-containing groove are provided with eyelet, be provided with above described earth-containing groove for compress in earth-containing groove the earth-containing groove cover plate of soil contained.
Further, described earth-containing groove is rectangular channel, and described eyelet is arranged on the sidewall of earth-containing groove.
Further, described eyelet is two, and described eyelet is arranged on two relative sidewalls of earth-containing groove respectively.
Further, comprise operator's console, described earth-containing groove is arranged on operator's console.
Further, earth-containing groove is fixed on operator's console by set bolt.
Further, operator's console stationary installation is provided with bottom described operator's console.
Further, described earth-containing groove cover plate is provided with earth-containing groove cover plate drop handle.
The beneficial effects of the utility model are: when reality uses, first in earth-containing groove, soil is loaded on request to lateral opening hole position, Soil test or other geotechnological muscle materials are passed the eyelet of earth-containing groove both sides, then continue to fill soil on request, and ensure the constant pressure between Soil test and soil by earth-containing groove cover plate, last slow drawing Soil test on request, measures friction resistance with force snesor.Design of the present utility model is simplified, and based on the ultimate principle that Soil test or other geotechnological muscle material cohesive forces detect, have devised this device, among the detection being particularly useful for cohesive force between Soil test and soil.
Accompanying drawing explanation
Fig. 1 is front view of the present utility model.
Fig. 2 is side view of the present utility model.
Fig. 3 is vertical view of the present utility model.
Be labeled as in figure: the horizontal fixed bar 6 of earth-containing groove 1, eyelet 2, set bolt 3, operator's console table top 4, operator's console 5, operator's console, operator's console stationary installation 7, earth-containing groove cover plate 8, earth-containing groove cover plate drop handle 9, the longitudinal fixed bar 10 of operator's console.
Embodiment
Below in conjunction with accompanying drawing, the utility model is further illustrated.
Soil test cohesive force pick-up unit as shown in Figure 1, Figure 2, Figure 3 shows, comprises earth-containing groove 1, and at least two walls of described earth-containing groove 1 are provided with eyelet 2, be provided with above described earth-containing groove 1 for compress in earth-containing groove 1 the earth-containing groove cover plate 8 of soil contained.Cleaning Principle of the present utility model is: in earth-containing groove 1, first load soil on request to eyelet 2 position, Soil test or other geotechnological muscle materials are passed eyelet 2, then continue to fill soil on request, and ensure the constant pressure between Soil test and soil by earth-containing groove cover plate 8, last slow drawing Soil test on request, measures friction resistance with force snesor.In order to convenient when reality uses of earth-containing groove cover plate 8, can select on earth-containing groove cover plate 8, arrange earth-containing groove cover plate drop handle 9.Sometimes in order to the needs of reality, after earth-containing groove cover plate 8 can being compressed the soil in earth-containing groove 1, the article that counterweight etc. gains in weight are placed again at earth-containing groove cover plate 8 upper surface, thus the frictional resistance parameter of Soil test or other geotechnological muscle materials and soil under various pressure condition can be measured.
General, in order to simplify the structure of earth-containing groove 1, preferred described earth-containing groove 1 is rectangular channel, and described eyelet 2 is arranged on the sidewall of earth-containing groove 1.Further, can also preferred described eyelet 2 be two, and described eyelet 2 be arranged on two relative sidewalls of earth-containing groove 1 respectively.As shown in Figure 1, such structure is not only convenient to manufacture, and can carry out Soil test drawing easily.
In addition, in order to the convenience operated, can set up operator's console 5, described earth-containing groove 1 is arranged on operator's console 5.As depicted in figs. 1 and 2, the operation of operating personnel when the operator's console 5 set up is convenient to actual drawing Soil test, simultaneously, friction force is steady when also can ensure that Soil test is drawn out and between soil.Certain, can by earth-containing groove 1 be fixed on operator's console 5 by set bolt 3, thus stability when ensureing drawing further, and bottom operator's console 5 setting operation platform stationary installation 7.
Claims (7)
1. Soil test cohesive force pick-up unit, it is characterized in that: comprise earth-containing groove (1), at least two walls of described earth-containing groove (1) are provided with eyelet (2), described earth-containing groove (1) top be provided with for compress in earth-containing groove (1) the earth-containing groove cover plate (8) of soil contained.
2. Soil test cohesive force pick-up unit as claimed in claim 1, it is characterized in that: described earth-containing groove (1) is rectangular channel, and described eyelet (2) is arranged on the sidewall of earth-containing groove (1).
3. Soil test cohesive force pick-up unit as claimed in claim 2, it is characterized in that: described eyelet (2) is two, and described eyelet (2) is arranged on two relative sidewalls of earth-containing groove (1) respectively.
4. the Soil test cohesive force pick-up unit as described in claim 1,2 or 3, is characterized in that: comprise operator's console (5), and described earth-containing groove (1) is arranged on operator's console (5).
5. Soil test cohesive force pick-up unit as claimed in claim 4, is characterized in that: earth-containing groove (1) is fixed on operator's console (5) by set bolt (3).
6. Soil test cohesive force pick-up unit as claimed in claim 4, is characterized in that: described operator's console (5) bottom is provided with operator's console stationary installation (7).
7. the Soil test cohesive force pick-up unit as described in claim 1,2 or 3, is characterized in that: described earth-containing groove cover plate (8) is provided with earth-containing groove cover plate drop handle (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520601227.1U CN204832008U (en) | 2015-08-11 | 2015-08-11 | Geotechnique takes adhesion stress detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520601227.1U CN204832008U (en) | 2015-08-11 | 2015-08-11 | Geotechnique takes adhesion stress detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204832008U true CN204832008U (en) | 2015-12-02 |
Family
ID=54689598
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520601227.1U Expired - Fee Related CN204832008U (en) | 2015-08-11 | 2015-08-11 | Geotechnique takes adhesion stress detection device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204832008U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105021523A (en) * | 2015-08-11 | 2015-11-04 | 攀枝花学院 | Geotechnical belt bonding force detection device |
-
2015
- 2015-08-11 CN CN201520601227.1U patent/CN204832008U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105021523A (en) * | 2015-08-11 | 2015-11-04 | 攀枝花学院 | Geotechnical belt bonding force detection device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151202 Termination date: 20180811 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |