CN211179307U - Geological rock soil reconnaissance strength test device - Google Patents
Geological rock soil reconnaissance strength test device Download PDFInfo
- Publication number
- CN211179307U CN211179307U CN201921978062.4U CN201921978062U CN211179307U CN 211179307 U CN211179307 U CN 211179307U CN 201921978062 U CN201921978062 U CN 201921978062U CN 211179307 U CN211179307 U CN 211179307U
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- equipment box
- fixedly connected
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- test device
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
The utility model discloses a geological rock reconnaissance intensity test device, including the equipment box, be used for the dress to get the sample of ground and place the box and be used for the stripper plate of extrusion ground, the bottom fixed mounting of equipment box inner wall has the support frame to the top fixed mounting of support frame has pressure sensor, pressure sensor's top fixed mounting has and places the seat of placing that the box cooperateed and uses with the sample, the utility model relates to a geological detection technical field. This geology ground reconnaissance intensity test device places the box with the sample and the stripper plate sets up to detachable, finishes the back in rock strength detection, and the quick fast sample of operating personnel places the box and takes off and wash it, and conveniently changes and wash the stripper plate, has made things convenient for operating personnel's use, has improved work efficiency, and the stability of inner structure ten minutes has guaranteed the normal clear of experiment, and what simultaneously can be very convenient removes the device, has improved the suitability of device.
Description
Technical Field
The utility model relates to a geology detects technical field, specifically is a geology rock soil reconnaissance intensity test device.
Background
Geotechnical refers to any kind of rock and soil which form the earth crust from the viewpoint of engineering and construction. The geotechnical investigation is aimed at providing engineering geological basis for basic design and construction of the stage of building-simulated construction drawing, providing scheme for utilization, renovation and transformation of site foundation soil according to the engineering characteristics of building-simulated structure and engineering geological condition of the foundation soil, and making technical and economic analysis and argumentation of the site foundation soil.
In a device for testing the geological rock soil investigation strength in Chinese patent (No. CN208847571U), an experiment cavity is arranged at the bottom of the device, so that the rock soil can be effectively stored, and further a compression shaft at the top can perform strength test on the rock soil, after the test is finished, in order to not influence the next use, the experiment cavity needs to be cleaned, but the experiment cavity is fixedly arranged on the device and cannot be disassembled, so that the cleaning work is very troublesome, and the cleaning is not clean.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a geology rock soil reconnaissance intensity test device has solved current geology ground reconnaissance intensity test device, and it is troublesome to depositing the sample box washing of rock after the experiment finishes, and the device removes troublesome problem simultaneously.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a geological rock soil investigation strength test device comprises an equipment box, a sample placing box for loading rock soil and an extrusion plate for extruding the rock soil, wherein a support frame is fixedly arranged at the bottom of the inner wall of the equipment box, and the top of the supporting frame is fixedly provided with a pressure sensor, the top of the pressure sensor is fixedly provided with a placing seat matched with the sample placing box for use, the bottom of the sample placing box is fixedly connected with a limiting block, the bottom of the inner wall of the placing seat is provided with a limiting groove matched with the limiting block for use, both sides of the sample placing box are fixedly connected with handle rods, the bottom of the handle rod is provided with a limiting rod, two side edges of the placing seat are fixedly connected with limiting sleeves matched with the limiting rod for use through connecting blocks, the top of the inner cavity of the equipment box is fixedly provided with a data display screen matched with the pressure sensor for use through a connecting rod.
Preferably, electric telescopic rods are installed on two sides of the top of the inner cavity of the equipment box, and the bottom ends of the electric telescopic rods are fixedly connected with transmission plates.
Preferably, the both sides of driving plate bottom are the equal fixedly connected with thread bush to the inside threaded connection of thread bush has the threaded rod, the bottom of threaded rod rotates the top of piece and stripper plate through the bearing and is connected.
Preferably, the both sides of equipment box inner wall all fixedly connected with chute board, the both sides of driving plate respectively with the inside sliding connection of two chute boards.
Preferably, two corners at the rear part of the bottom surface of the equipment box are fixedly connected with universal wheels, two sides at the front part of the bottom surface of the equipment box are fixedly connected with supporting blocks, and the back surface of the equipment box is fixedly connected with a pull rod frame.
Preferably, the surface of the equipment box is hinged with a box door through a hinge, and the top of the equipment box is provided with a control key.
Advantageous effects
The utility model provides a geology rock soil reconnaissance intensity test device. The method has the following beneficial effects:
(1) the geological rock exploration strength test device is characterized in that a limiting block is fixedly connected to the bottom of a sample placing box, a limiting groove matched with the limiting block for use is formed in the bottom of the inner wall of a placing seat, handle rods are fixedly connected to two sides of the sample placing box, limiting rods are arranged at the bottoms of the handle rods, limiting sleeves matched with the limiting rods for use are fixedly connected to two side edges of the placing seat through connecting blocks, threaded sleeves are fixedly connected to two sides of the bottom of a driving plate, threaded rods are connected to internal threads of the threaded sleeves, the bottom ends of the threaded rods are connected with the tops of extrusion plates through bearing rotating pieces, the sample placing box and the extrusion plates are arranged in a detachable mode, after rock strength detection is finished, an operator can take down the sample placing box quickly to clean the sample placing box, the extrusion plates can be conveniently replaced and cleaned, and use of the operator is facilitated, the working efficiency is improved.
(2) This geological rock reconnaissance intensity test device, top fixed mounting through the support frame has pressure sensor, the top of equipment box inner chamber has the data display screen that cooperatees and use with pressure sensor through connecting rod fixed mounting, the equal fixedly connected with universal wheel in two turnings at equipment box bottom surface rear portion, the equal fixedly connected with supporting shoe in the anterior both sides in equipment box bottom surface, the back fixedly connected with draw bar frame of equipment box, the stability that inner structure is very, the normal clear of experiment has been guaranteed, can audio-visually obtain the accurate numerical value of the pressure that the rock received in the laboratory, simultaneously can be very convenient remove the device, the suitability of device has been improved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a sectional view of the structure of the equipment box of the present invention;
FIG. 3 is an enlarged view of a portion of the substrate of FIG. 2;
fig. 4 is a partial enlarged view of the utility model at B in fig. 2;
fig. 5 is a schematic diagram of the structure of the sample holding box of the present invention.
In the figure: 1. an equipment box; 2. a sample placement box; 3. a pressing plate; 4. a support frame; 5. a pressure sensor; 6. a placing seat; 7. a limiting block; 8. a limiting groove; 9. a handle bar; 10. a limiting rod; 11. a limiting sleeve; 12. a data display screen; 13. an electric telescopic rod; 14. a drive plate; 15. a threaded sleeve; 16. a threaded rod; 18. a chute plate; 19. a universal wheel; 20. a support block; 21. a lever frame; 22. a box door; 23. and controlling the keys.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution: a geological rock soil investigation strength test device comprises an equipment box 1, a sample placing box 2 for loading and taking rock soil and an extrusion plate 3 for extruding the rock soil, wherein the front side of the sample placing box 2 is provided with a transparent window so as to facilitate an operator to check a test process, the bottom of the inner wall of the equipment box 1 is fixedly provided with a support frame 4, the top of the support frame 4 is fixedly provided with a pressure sensor 5, the model of the pressure sensor 5 is PTG501, the top of the pressure sensor 5 is fixedly provided with a placing seat 6 matched with the sample placing box 2 for use, the bottom of the sample placing box 2 is fixedly connected with a limiting block 7, the bottom of the inner wall of the placing seat 6 is provided with a limiting groove 8 matched with the limiting block 7 for use, both sides of the sample placing box 2 are fixedly connected with handle rods 9, the bottom of the handle rods 9 is provided with a limiting rod 10, both side edges of the placing seat 6 are fixedly connected with limiting sleeves 11 matched with the, the top of the inner cavity of the equipment box 1 is fixedly provided with a data display screen 12 matched with the pressure sensor 5 for use through a connecting rod, after the pressure sensor 5 detects a pressure value, the value is processed through a single chip microcomputer and an A/D converter, so as to be displayed on the data display screen 12, two sides of the top of the inner cavity of the equipment box 1 are both provided with electric telescopic rods 13, the back of the equipment box 1 is provided with a storage battery matched with the electric telescopic rods 13 for use, the bottom end of the electric telescopic rods 13 is fixedly connected with a driving plate 14, two sides of the bottom of the driving plate 14 are both fixedly connected with threaded sleeves 15, the internal threads of the threaded sleeves 15 are connected with threaded rods 16, the bottom ends of the threaded rods 16 are connected with the tops of the extrusion plates 3 through bearing rotating pieces, two sides of the inner wall of the equipment box 1 are both fixedly connected with chute plates 18, and, the utility model discloses a control box, including equipment box 1, the equal fixedly connected with universal wheel 19 in two turnings at equipment box 1 bottom surface rear portion, the equal fixedly connected with supporting shoe 20 in the anterior both sides in equipment box 1 bottom surface, the back fixedly connected with draw bar frame 21 of equipment box 1, the surface of equipment box 1 articulates through the hinge has chamber door 22, control button 23 is installed at the top of equipment box 1.
When the device is used, an operator can move the device to a designated place, then the box door 22 is opened, then a rock and soil sample to be detected is placed in the sample placing box 2, after the rock and soil sample is placed, the operator can open the electric telescopic rod 13, so that the electric telescopic rod 13 drives the extrusion plate 3 to move downwards through the transmission plate 14, the extrusion plate 3 can extrude the rock and soil sample, the strength of the rock and soil sample is detected, when the rock and soil sample is detected, the pressure sensor 5 can detect the pressure applied to the rock and soil sample and display the pressure value on the data display screen 12, meanwhile, the operator can observe the extrusion condition of the rock and soil sample, so that the rock and soil strength is known, after the device is used, the operator can take down the sample placing box 2 to clean the sample, and the next use is facilitated, when the compression plate 3 needs to be disassembled, the operator can rotate the two threaded rods 16 at the same time, so that the compression plate 3 can be removed.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a geology rock-soil reconnaissance intensity test device, includes equipment box (1), is used for the sample of dress ground to place box (2) and is used for extrudeing stripper plate (3) of ground, its characterized in that: the bottom of the inner wall of the equipment box (1) is fixedly provided with a support frame (4), the top of the support frame (4) is fixedly provided with a pressure sensor (5), a placing seat (6) matched with the sample placing box (2) for use is fixedly arranged at the top of the pressure sensor (5), the bottom of the sample placing box (2) is fixedly connected with a limiting block (7), the bottom of the inner wall of the placing seat (6) is provided with a limiting groove (8) matched with the limiting block (7) for use, both sides of the sample placing box (2) are fixedly connected with handle rods (9), the bottom of the handle rod (9) is provided with a limiting rod (10), two side edges of the placing seat (6) are fixedly connected with limiting sleeves (11) matched with the limiting rod (10) for use through connecting blocks, the top of the inner cavity of the equipment box (1) is fixedly provided with a data display screen (12) matched with the pressure sensor (5) for use through a connecting rod.
2. The geological rock soil investigation strength test device of claim 1, characterized in that: electric telescopic handle (13) are all installed to the both sides at equipment box (1) inner chamber top to the bottom fixedly connected with driving plate (14) of electric telescopic handle (13).
3. The geologic rock survey strength test apparatus of claim 2, wherein: the equal fixedly connected with thread bush (15) in both sides of driving plate (14) bottom to the inside threaded connection of thread bush (15) has threaded rod (16), the bottom of threaded rod (16) is passed through the bearing and is rotated the top of piece and stripper plate (3) and be connected.
4. The geologic rock survey strength test apparatus of claim 2, wherein: the two sides of the inner wall of the equipment box (1) are fixedly connected with sliding groove plates (18), and the two sides of the transmission plate (14) are respectively connected with the inner parts of the two sliding groove plates (18) in a sliding mode.
5. The geological rock soil investigation strength test device of claim 1, characterized in that: the device comprises an equipment box (1), universal wheels (19) are fixedly connected to two corners of the rear portion of the bottom surface of the equipment box (1), supporting blocks (20) are fixedly connected to two sides of the front portion of the bottom surface of the equipment box (1), and a pull rod frame (21) is fixedly connected to the back of the equipment box (1).
6. The geological rock soil investigation strength test device of claim 1, characterized in that: the surface of the equipment box (1) is hinged with a box door (22) through a hinge, and a control key (23) is installed at the top of the equipment box (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921978062.4U CN211179307U (en) | 2019-11-15 | 2019-11-15 | Geological rock soil reconnaissance strength test device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921978062.4U CN211179307U (en) | 2019-11-15 | 2019-11-15 | Geological rock soil reconnaissance strength test device |
Publications (1)
Publication Number | Publication Date |
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CN211179307U true CN211179307U (en) | 2020-08-04 |
Family
ID=71826620
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201921978062.4U Expired - Fee Related CN211179307U (en) | 2019-11-15 | 2019-11-15 | Geological rock soil reconnaissance strength test device |
Country Status (1)
Country | Link |
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CN (1) | CN211179307U (en) |
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2019
- 2019-11-15 CN CN201921978062.4U patent/CN211179307U/en not_active Expired - Fee Related
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Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
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: 20200804 Termination date: 20211115 |