CN211927517U - Geological rock soil reconnaissance strength test device - Google Patents

Geological rock soil reconnaissance strength test device Download PDF

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Publication number
CN211927517U
CN211927517U CN202020755738.XU CN202020755738U CN211927517U CN 211927517 U CN211927517 U CN 211927517U CN 202020755738 U CN202020755738 U CN 202020755738U CN 211927517 U CN211927517 U CN 211927517U
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CN
China
Prior art keywords
threaded rod
rotor plate
fixed mounting
bracing piece
test device
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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
Application number
CN202020755738.XU
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Chinese (zh)
Inventor
乔高乾
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Qiao Gaoqian
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Qiao Gaoqian
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Priority to CN202020755738.XU priority Critical patent/CN211927517U/en
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Publication of CN211927517U publication Critical patent/CN211927517U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Sampling And Sample Adjustment (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model discloses a geological rock soil reconnaissance intensity test device, comprising a base plate, the top fixed mounting of bottom plate has two montants, fixed mounting has the horizontal pole between two montants, the top of bottom plate just is located fixed mounting between two montants and has pressure device, pressure sensor fixed mounting has the bracing piece at pressure device's top, be provided with on the bracing piece and rotate strutting arrangement, it connects the rotor plate and the diaphragm of fixed mounting on the bracing piece right side at bracing piece top including rotating to rotate strutting arrangement, the bottom right side sliding connection of rotor plate has first slider, the inside of diaphragm has run through first threaded rod, the top of first threaded rod is rotated with the bottom of first slider and is connected. The utility model discloses a set up and rotated strutting arrangement, rotated the first threaded rod of rotor plate accessible among the strutting arrangement and driven its rotation to through two lower contacts support the rock mass, play the purpose that the slope detected, the atress intensity data of analysis slope rock that such design can be more comprehensive.

Description

Geological rock soil reconnaissance strength test device
Technical Field
The utility model relates to a geology ground reconnaissance technical field specifically is a geology rock soil reconnaissance intensity test device.
Background
Geological geotechnical investigation often needs to test data such as lithology, era and intensity of rock, and the test that carries out bending strength and compressive strength that current intensity testing arrangement mostly can only adopt the horizontal formula, but few devices can survey rock slope stress intensity, just so can not judge the atress condition of rock mass at the sloping face of sloping mountain, are unfavorable for the comprehensive judgement to geological stability.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a geology rock soil reconnaissance intensity test device has solved foretell problem.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a geological rock soil reconnaissance intensity test device, includes the bottom plate, the top fixed mounting of bottom plate has two montants, and fixed mounting has the horizontal pole between two montants, the top of bottom plate just is located fixed mounting between two montants and has pressure device, pressure sensor fixed mounting has the bracing piece at pressure device's top, be provided with rotation strutting arrangement on the bracing piece.
Preferably, the rotation support device includes that the rotor plate and the diaphragm of fixed mounting at the bracing piece top of rotation connection are on bracing piece right side, the bottom right side sliding connection of rotor plate has first slider, the inside of diaphragm is run through there is first threaded rod, the top of first threaded rod is rotated with the bottom of first slider and is connected, the top symmetry sliding connection of rotor plate has two second sliders, and the top of two second sliders all is provided with down the contact, the top left side of rotor plate is rotated through the fixed block and is connected with two-way threaded rod, the right-hand member of two-way threaded rod runs through two second sliders in proper order and extends to the right side of rotor plate.
Preferably, a cutting machine is fixedly installed on the right side of the top of the bottom plate, and two cutting wheels are arranged on an output shaft of the cutting machine.
Preferably, a second threaded rod penetrates through the center of the inner portion of the cross rod, an upper contact is fixedly mounted at the bottom end of the second threaded rod, and the upper contact is located right above the central points of the two second sliding blocks.
Preferably, the left side below of rotor plate is provided with flexible piece, the top fixed mounting of flexible piece has two telescopic links, the top of telescopic link runs through the rotor plate and extends to the top of rotor plate, between the top of flexible piece and the bottom of rotor plate and be located fixedly connected with spring on the telescopic link.
Preferably, the right end of the bidirectional threaded rod and the bottom end of the first threaded rod are both provided with a rotating handle.
Preferably, the top of the bottom plate is fixedly provided with a U-shaped bracket, and the lateral plate of the U-shaped bracket is sleeved on the peripheral side of the pressure device.
Advantageous effects
The utility model provides a geology rock soil reconnaissance intensity test device. The method has the following beneficial effects:
(1) this geology ground reconnaissance intensity test device through having set up rotation strutting arrangement, rotates the first threaded rod of rotor plate accessible among the strutting arrangement and drives its rotation to support the rock mass through two lower contacts, play the purpose that the slope detected, the atress intensity data of analysis slope rock that such design can be more comprehensive makes the motion trend of the judgement massif that people can be more accurate.
(2) This geology ground reconnaissance intensity test device through having set up the cutting machine that has two cutting wheels, can be at the quick cutting rock in scene, makes it be fit for experimental apparatus, convenient and fast.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a top view of the rotating plate of the present invention.
In the figure: 1. a base plate; 2. a vertical rod; 3. a cross bar; 4. a pressure applying device; 5. a pressure sensor; 6. a support bar; 7. a rotating plate; 8. a transverse plate; 9. a first slider; 10. a first threaded rod; 11. a second slider; 12. a lower contact; 13. a bidirectional threaded rod; 14. a cutter; 15. a second threaded rod; 16. an upper contact; 17. a telescopic block; 18. a telescopic rod; 19. a spring; 20. rotating the handle; 21. a U-shaped bracket.
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. 1-2, the present invention provides a technical solution: the utility model provides a geological rock soil reconnaissance intensity test device, includes bottom plate 1, and the top fixed mounting of bottom plate 1 has two montants 2, and fixed mounting has horizontal pole 3 between two montants 2, and the top of bottom plate 1 just is located fixed mounting between two montants 2 and has pressure applying device 4, and pressure sensor 5 fixed mounting is passed through at pressure applying device 4's top has bracing piece 6, is provided with on the bracing piece 6 and rotates strutting arrangement.
Wherein rotate strutting arrangement including rotate rotor plate 7 and the diaphragm 8 of fixed mounting on the bracing piece 6 right side of connection at the bracing piece 6 top, the bottom right side sliding connection of rotor plate 7 has first slider 9, first threaded rod 10 has been run through to the inside of diaphragm 8, the top of first threaded rod 10 is rotated with the bottom of first slider 9 and is connected, the top symmetry sliding connection of rotor plate 7 has two second sliders 11, and the top of two second sliders 11 all is provided with down contact 12, the top left side of rotor plate 7 is rotated through the fixed block and is connected with two-way threaded rod 13, the right-hand member of two-way threaded rod 13 runs through two second sliders 11 in proper order and extends to the right side of rotor plate 7, the screw thread of the center both sides of two-way threaded rod 13 turns to opposite, when two-way threaded rod 13 rotated, two second sliders 11 synchronous phase-to or the opposite.
Wherein the top right side of bottom plate 1 is provided with fixed mounting has cutting machine 14, is provided with two cutting wheels on cutting machine 14's the output shaft, and two cutting wheels can be quick the cutting of great rock piece into the rock piece of standard thickness.
A second threaded rod 15 penetrates through the center of the inner part of the cross rod 3, an upper contact 16 is fixedly installed at the bottom end of the second threaded rod 15, the upper contact 16 is positioned right above the central points of the two second sliders 11, and the upper contact 16 corresponds to the center of the bidirectional threaded rod 13.
Wherein the left side below of rotor plate 7 is provided with flexible piece 17, and the top fixed mounting of flexible piece 17 has two telescopic links 18, and the top of telescopic link 18 runs through rotor plate 7 and extends to the top of rotor plate 7, and fixedly connected with spring 19 on telescopic link 18 just is located between the top of flexible piece 17 and the bottom of rotor plate 7.
Wherein the right end of the bidirectional threaded rod 13 and the bottom end of the first threaded rod 10 are both provided with a rotating handle 20, and the rotating handle 20 is convenient for rotating the bidirectional threaded rod 13 and the first threaded rod 10.
Wherein the top of bottom plate 1 is fixed with U type support 21, and the periphery side at pressure device 4 is established to the diaphragm cover of U type support 21, and U type support 21 plays the mesh to pressure device 4 auxiliary fixation.
During operation selects suitable rock sample, through the suitable shape of cutting machine 14 with the rock cutting knife so that the adaptation device, perhaps can directly cut out the rock piece of specific thickness with great rock piece between two cutting wheels, improve cutting efficiency, adjust the distance between two lower contacts 12 through rotating two-way threaded rod 13, rotate first threaded rod 10 again, first threaded rod 10 drives rotor plate 7 through first slider 11 and rotates suitable angle, place the rock piece of cutting on two lower contacts 12, rotate second threaded rod 15, make it closely contact with the rock piece, open pressure device 4, read pressure sensor 5's numerical value, until the rock piece fracture, the numerical value of analysis pressure sensor 5 both can obtain corresponding data.
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. Without further limitation.
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 (7)

1. The utility model provides a geology rock-soil reconnaissance intensity test device, includes bottom plate (1), its characterized in that: the top fixed mounting of bottom plate (1) has two montants (2), and fixed mounting has horizontal pole (3) between two montants (2), the top of bottom plate (1) just is located fixed mounting between two montants (2) and has pressure device (4), pressure sensor (5) fixed mounting is passed through at the top of pressure device (4) has bracing piece (6), be provided with on bracing piece (6) and rotate strutting arrangement.
2. The geological rock soil investigation strength test device of claim 1, characterized in that: rotate strutting arrangement including rotating rotor plate (7) and the diaphragm (8) of fixed mounting on bracing piece (6) right side of connecting at bracing piece (6) top, the bottom right side sliding connection of rotor plate (7) has first slider (9), the inside of diaphragm (8) is run through has first threaded rod (10), the top of first threaded rod (10) is rotated with the bottom of first slider (9) and is connected, the top symmetry sliding connection of rotor plate (7) has two second sliders (11), and the top of two second sliders (11) all is provided with down contact (12), the top left side of rotor plate (7) is rotated through the fixed block and is connected with two-way threaded rod (13), the right-hand member of two-way threaded rod (13) runs through two second sliders (11) in proper order and extends to the right side of rotor plate (7).
3. The geological rock soil investigation strength test device of claim 1, characterized in that: the cutting machine is characterized in that a cutting machine (14) is fixedly mounted on the right side of the top of the bottom plate (1), and two cutting wheels are arranged on an output shaft of the cutting machine (14).
4. The geological rock soil investigation strength test device of claim 1, characterized in that: a second threaded rod (15) penetrates through the center of the inner portion of the cross rod (3), an upper contact (16) is fixedly mounted at the bottom end of the second threaded rod (15), and the upper contact (16) is located right above the central points of the two second sliding blocks (11).
5. The geologic rock survey strength test apparatus of claim 2, wherein: the utility model discloses a telescopic block for the automobile seat, including rotor plate (7), the left side below of rotor plate (7) is provided with flexible piece (17), the top fixed mounting of flexible piece (17) has two telescopic links (18), the top of telescopic link (18) runs through rotor plate (7) and extends to the top of rotor plate (7), fixedly connected with spring (19) just are located on telescopic link (18) between the top of flexible piece (17) and the bottom of rotor plate (7).
6. The geologic rock survey strength test apparatus of claim 2, wherein: the right end of the bidirectional threaded rod (13) and the bottom end of the first threaded rod (10) are both provided with a rotating handle (20).
7. The geological rock soil investigation strength test device of claim 1, characterized in that: the top fixed mounting of bottom plate (1) has U type support (21), the all sides of biasing means (4) are established to the diaphragm cover of U type support (21).
CN202020755738.XU 2020-05-09 2020-05-09 Geological rock soil reconnaissance strength test device Expired - Fee Related CN211927517U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020755738.XU CN211927517U (en) 2020-05-09 2020-05-09 Geological rock soil reconnaissance strength test device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020755738.XU CN211927517U (en) 2020-05-09 2020-05-09 Geological rock soil reconnaissance strength test device

Publications (1)

Publication Number Publication Date
CN211927517U true CN211927517U (en) 2020-11-13

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020755738.XU Expired - Fee Related CN211927517U (en) 2020-05-09 2020-05-09 Geological rock soil reconnaissance strength test device

Country Status (1)

Country Link
CN (1) CN211927517U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116754384A (en) * 2023-08-22 2023-09-15 常州格特拉克轴承有限公司 Tensile test device is used in bearing production

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116754384A (en) * 2023-08-22 2023-09-15 常州格特拉克轴承有限公司 Tensile test device is used in bearing production
CN116754384B (en) * 2023-08-22 2023-11-03 常州格特拉克轴承有限公司 Tensile test device is used in bearing production

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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: 20201113

Termination date: 20210509