CN214703094U - Geological rock soil reconnaissance strength test device - Google Patents

Geological rock soil reconnaissance strength test device Download PDF

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Publication number
CN214703094U
CN214703094U CN202121186666.2U CN202121186666U CN214703094U CN 214703094 U CN214703094 U CN 214703094U CN 202121186666 U CN202121186666 U CN 202121186666U CN 214703094 U CN214703094 U CN 214703094U
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翁元盛
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Abstract

The utility model relates to a ground detection device technical field discloses a geological rock surveys intensity test device, the on-line screen storage device comprises a base, base side surface middle part is seted up flutedly, is provided with the push pedal in the recess, base one side fixed surface installs two sets of pillars that are located recess bilateral symmetry distribution, and the common fixed mounting of one end of base has the roof is kept away from to the pillar, and the surface middle part fixed mounting that the base was kept away from to the roof has the motor of output shaft dorsad base, the terminal fixedly connected with of motor output shaft is with the lead screw of coaxial distribution, rotates on the lead screw and installs the movable plate, and the movable plate is close to the fixed surface of base and installs the connecting rod that the multiunit passed the roof. The utility model has the advantages that: the linear increase of pressure is realized, pressure bounce is avoided, the stability of pressure and the accuracy of detection when guaranteeing to detect have realized the automatic clearance of ground, have reduced the work load that ground was handled and have avoided ground to remain and produce the influence to follow-up use.

Description

Geological rock soil reconnaissance strength test device
Technical Field
The utility model relates to a ground detection device 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. Rock soil can be subdivided into five major categories of hard, sub-hard, weakly bonded, loosely unbonded, and with specific compositions, structures, states, and properties. The first two categories are called rock and the last three categories are called soil, which are collectively called rock and soil by Chinese custom.
The stability of detection pressure can't be guaranteed to current ground intensity test device when using to lead to the pressure detection structure inaccuracy of ground, and detect easily difficult remaining ground of cleaing away after accomplishing, increased the work load that ground was handled and remaining ground can influence follow-up use.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a geology rock soil reconnaissance intensity test device to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides a geological rock reconnaissance intensity test device, includes the base, base side surface middle part is seted up flutedly, is provided with the push pedal in the recess, base one side fixed surface installs two sets of pillars that are located recess bilateral symmetry and distributes, and the common fixed mounting of one end that the base was kept away from to the pillar has the roof, and the surface middle part fixed mounting that the base was kept away from to the roof has the motor of output shaft base dorsad, the terminal fixedly connected with of motor output shaft's lead screw rotates on the lead screw and installs the movable plate, and the movable plate is close to the fixed surface of base and installs the connecting rod that the multiunit passed the roof, and the common fixed mounting of one end that the movable plate was kept away from to the connecting rod has the connecting plate, be provided with pressure sensor and clamp plate on the connecting plate.
As a further aspect of the present invention: the electric telescopic handle is characterized in that a side plate perpendicular to the base is fixedly mounted on one side of the surface, which is parallel to the base, of the groove, an electric telescopic handle extending into the groove is fixedly mounted on one side of the surface of the side plate, and one end, far away from the side plate, of the electric telescopic handle is fixedly connected with the push plate.
As a further aspect of the present invention: the outer side surface of the push plate is in sliding connection with the inner side surface of the groove.
As a further aspect of the present invention: a clamping groove with the depth flush with the groove is formed in one side, far away from the side plate, of the base, and a baffle is arranged in the clamping groove in a sliding mode.
As a further aspect of the present invention: the surface of the top plate far away from the base is fixedly provided with two groups of limiting rods which are symmetrically distributed on two sides of the motor and are perpendicular to the top plate, and the limiting rods penetrate through the movable plate and are in sliding connection with the movable plate.
As a further aspect of the present invention: the common fixed mounting of the one end that the roof was kept away from to the gag lever post has the fixed plate that is on a parallel with the roof, and the fixed plate is connected with the one end rotation that the motor was kept away from to the lead screw.
As a further aspect of the present invention: the connecting plate is close to the surperficial middle part fixed mounting of base and has pressure sensor, and slidable mounting has the slide bar of multiunit symmetric distribution on the connecting plate, and the slide bar is perpendicular and runs through the connecting plate, and the slide bar is close to the one end and the clamp plate fixed connection of base, and the one end fixed mounting that the base was kept away from to the slide bar has the limiting plate.
As a further aspect of the present invention: the surface of the connecting plate far away from the base is fixedly provided with a plurality of groups of springs distributed around the sliding rod, and one ends of the springs far away from the connecting plate are fixedly connected to the limiting plate.
Compared with the prior art, the beneficial effects of the utility model are that: by arranging the screw rod, the movable plate, the pressure sensor and the pressure plate, when in use, rock soil to be tested is placed in the groove, then the baffle is slidably mounted in the clamping groove, the motor is started to drive the screw rod to rotate, the movable plate is driven by the screw rod to move towards one side of the top plate under the action of the limiting rod, the movable plate drives the connecting plate to move towards one side of the groove through the connecting rod, and the connecting plate drives the pressure plate to carry out pressure detection on the rock soil, so that the linear increase of the pressure is realized, the pressure jump is avoided, and the pressure stability and the detection accuracy during the detection are ensured; through setting up push pedal and electric telescopic handle, detect the height that makes the clamp plate rise and move after accomplishing, the surface that makes the clamp plate be close to the base flushes with the surface height that the base was kept away from to the push pedal, the baffle is taken off this moment, thereby it scrapes down and releases the rock soil in the recess to detect remaining rock soil and clamp plate of accomplishing through electric telescopic handle drive push pedal removal and in the groove entering preset collection device with rock soil on, the automatic clearance of rock soil has been realized, the work load that has reduced the rock soil and handled and avoid rock soil to remain and produce the influence to subsequent use.
Drawings
Fig. 1 is a first view structure schematic diagram of a geological rock investigation strength test device.
Fig. 2 is a second view structure diagram of a geological rock investigation strength testing device.
FIG. 3 is a front view of a geological formation investigation strength test device.
Wherein: 1. a base; 2. a groove; 3. a card slot; 4. a baffle plate; 5. a side plate; 6. an electric telescopic rod; 7. pushing the plate; 8. a pillar; 9. a top plate; 10. a motor; 11. a screw rod; 12. a limiting rod; 13. a fixing plate; 14. moving the plate; 15. a connecting rod; 16. a connecting plate; 17. a pressure sensor; 18. pressing a plate; 19. a slide bar; 20. a limiting plate; 21. a spring.
Detailed Description
It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art through specific situations.
The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Example one
Please refer to fig. 1-3, a geological rock investigation strength test device, which comprises a base 1, a groove 2 is formed in the middle of one side surface of the base 1, a push plate 7 is arranged in the groove 2, a side plate 5 perpendicular to the base 1 is fixedly arranged on one side of the surface parallel to the base 1 in the groove 2, an electric telescopic rod 6 extending into the groove 2 is fixedly arranged on one side surface of the side plate 5, one end of the electric telescopic rod 6 far away from the side plate 5 is fixedly connected with the push plate 7, the outer side surface of the push plate 7 is slidably connected with the inner side surface of the groove 2, two groups of struts 8 symmetrically distributed on two sides of the groove 2 are fixedly arranged on one side surface of the base 1, a top plate 9 is fixedly arranged on one end of the strut 8 far away from the base 1, and a motor 10 with an output shaft back to the base 1 is fixedly arranged on the middle of the surface of the top plate 9 far away from the base 1.
The terminal fixedly connected with of output shaft of motor 10 has coaxial distribution's lead screw 11, it installs movable plate 14 to rotate on the lead screw 11, the fixed surface that base 1 was kept away from to roof 9 installs two sets of gag lever posts 12 that are located motor 10 bilateral symmetry and perpendicular to roof 9, gag lever post 12 all passes movable plate 14 and with movable plate 14 sliding connection, the common fixed mounting of one end that roof 9 was kept away from to gag lever post 12 has a fixed plate 13 that is on a parallel with roof 9, fixed plate 13 rotates with the one end that motor 10 was kept away from to lead screw 11 and is connected, the fixed surface that movable plate 14 was close to base 1 installs the multiunit and passes connecting rod 15 of roof 9, the common fixed mounting of one end that movable plate 14 was kept away from to connecting rod 15 has connecting plate 16, be provided with pressure sensor 17 and clamp plate 18 on connecting plate 16.
Example two
On the basis of the first embodiment, a clamping groove 3 with the depth being flush with that of the groove 2 is formed in one side, far away from the side plate 5, of the base 1, and a baffle 4 is slidably mounted in the clamping groove 3; the middle part of the surface of the connecting plate 16 close to the base 1 is fixedly provided with a pressure sensor 17, the connecting plate 16 is provided with a plurality of groups of symmetrically distributed slide bars 19 in a sliding manner, the slide bars 19 are vertical to and penetrate through the connecting plate 16, one end of the slide bar 19 close to the base 1 is fixedly connected with a pressure plate 18, one end of the slide bar 19 far away from the base 1 is fixedly provided with a limiting plate 20, the surface of the connecting plate 16 far away from the base 1 is fixedly provided with a plurality of groups of springs 21 distributed around the slide bars 19, and one end of the spring 21 far away from the connecting plate 16 is fixedly connected to the limiting plate 20.
The utility model discloses a theory of operation is: when the device is used, rock soil to be tested is placed in the groove 2, then the baffle plate 4 is slidably installed in the clamping groove 3, the motor 10 is started, the motor 10 drives the screw rod 11 to rotate, the movable plate 14 is driven to move towards one side of the top plate 9 through the screw rod 11 under the action of the limiting rod 12, the movable plate 14 drives the connecting plate 16 to move towards one side of the groove 2 through the connecting rod 15, the connecting plate 16 drives the pressing plate 18 to carry out pressure detection on the rock soil, the sliding rod 19 is pushed to move towards one side of the top plate 9 when the pressing plate 18 is in contact with the rock soil, the spring 21 is in an original length state when the pressing plate 18 is in contact with the pressure sensor 17, the pressure detected by the pressure sensor 17 is the pressure applied to the rock soil, the strength of the rock soil is analyzed through the pressure condition recorded by the pressure sensor 17, and the linear increase of the pressure can be ensured by driving the movable plate 14 to increase through the screw rod 11, so as to avoid pressure jump, detect the height that makes clamp plate 18 rise after accomplishing, the surface that makes clamp plate 18 be close to base 1 flushes with the surface height that base 1 was kept away from to push pedal 7, takes off baffle 4 this moment, thereby drives push pedal 7 through electric telescopic handle 6 and removes and make push pedal 7 scrape down and push out recess 2 with the rock soil and get into in the preset collection device with remaining rock soil on the rock soil that detection was accomplished in the recess 2 and the clamp plate 18.
Although the preferred embodiments of the present patent have been described in detail, the present patent is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present patent within the knowledge of those skilled in the art.

Claims (8)

1. The utility model provides a geological rock soil reconnaissance intensity test device, includes the base, its characterized in that, base one side surface middle part is seted up flutedly, is provided with the push pedal in the recess, base one side fixed surface installs two sets of pillars that are located recess bilateral symmetry and distributes, and the common fixed mounting of one end that the base was kept away from to the pillar has the roof, and the surface middle part fixed mounting that the base was kept away from to the roof has the motor of output shaft base dorsad, the terminal fixedly connected with of motor output shaft lead screw of coaxial distribution rotates on the lead screw and installs the movable plate, and the movable plate is close to the fixed surface of base and installs the connecting rod that the multiunit passed the roof, and the common fixed mounting of one end that the movable plate was kept away from to the connecting rod has the connecting plate, be provided with pressure sensor and clamp plate on the connecting plate.
2. The geological rock soil investigation strength test device of claim 1, wherein a side plate perpendicular to the base is fixedly mounted on one side of the surface parallel to the base in the groove, an electric telescopic rod extending into the groove is fixedly mounted on one side of the side plate, and one end of the electric telescopic rod, which is far away from the side plate, is fixedly connected with the push plate.
3. The apparatus of claim 1, wherein the outer surface of the push plate is slidably connected to the inner surface of the groove.
4. The device of claim 1, wherein a slot is formed in the base at a side away from the side plates, the slot having a depth flush with the groove, and a baffle is slidably mounted in the slot.
5. The device of claim 1, wherein the surface of the top plate, which is away from the base, is fixedly provided with two sets of limiting rods which are symmetrically distributed on two sides of the motor and perpendicular to the top plate, and the limiting rods penetrate through the movable plate and are in sliding connection with the movable plate.
6. The device of claim 5, wherein a fixing plate parallel to the top plate is fixedly mounted to the end of the limiting rod away from the top plate, and the fixing plate is rotatably connected to the end of the lead screw away from the motor.
7. The device of claim 1, wherein the connecting plate is fixedly provided with a pressure sensor at the middle of the surface close to the base, the connecting plate is provided with a plurality of symmetrically distributed sliding rods in a sliding manner, the sliding rods are perpendicular to and penetrate through the connecting plate, one end of each sliding rod close to the base is fixedly connected with the pressing plate, and one end of each sliding rod far away from the base is fixedly provided with the limiting plate.
8. A geological rock soil investigation strength test device according to claim 1 or 7, characterized in that the surface of the connecting plate far from the base is fixedly provided with a plurality of groups of springs distributed around the slide rod, and one end of each spring far from the connecting plate is fixedly connected to the limiting plate.
CN202121186666.2U 2021-05-31 2021-05-31 Geological rock soil reconnaissance strength test device Active CN214703094U (en)

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CN202121186666.2U CN214703094U (en) 2021-05-31 2021-05-31 Geological rock soil reconnaissance strength test device

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Application Number Priority Date Filing Date Title
CN202121186666.2U CN214703094U (en) 2021-05-31 2021-05-31 Geological rock soil reconnaissance strength test device

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114261532A (en) * 2021-12-30 2022-04-01 南京流湾科技有限公司 A test platform for detecting unmanned aerial vehicle frame intensity
CN117144877A (en) * 2023-11-01 2023-12-01 四川省地质矿产勘查开发局九0九水文地质工程地质队 Geological rock soil investigation intensity test device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114261532A (en) * 2021-12-30 2022-04-01 南京流湾科技有限公司 A test platform for detecting unmanned aerial vehicle frame intensity
CN114261532B (en) * 2021-12-30 2022-12-23 南京流湾科技有限公司 A test platform for detecting unmanned aerial vehicle frame intensity
CN117144877A (en) * 2023-11-01 2023-12-01 四川省地质矿产勘查开发局九0九水文地质工程地质队 Geological rock soil investigation intensity test device
CN117144877B (en) * 2023-11-01 2023-12-29 四川省地质矿产勘查开发局九0九水文地质工程地质队 Geological rock soil investigation intensity test device

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