CN206683910U - A kind of cylindrical rock soil test piece compaction apparatus - Google Patents

A kind of cylindrical rock soil test piece compaction apparatus Download PDF

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Publication number
CN206683910U
CN206683910U CN201720321999.9U CN201720321999U CN206683910U CN 206683910 U CN206683910 U CN 206683910U CN 201720321999 U CN201720321999 U CN 201720321999U CN 206683910 U CN206683910 U CN 206683910U
Authority
CN
China
Prior art keywords
connecting rod
test piece
soil test
rock soil
cylindrical
Prior art date
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
CN201720321999.9U
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Chinese (zh)
Inventor
王永岩
柳雪庆
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qingdao University of Science and Technology
Original Assignee
Qingdao University of Science and Technology
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Qingdao University of Science and Technology filed Critical Qingdao University of Science and Technology
Priority to CN201720321999.9U priority Critical patent/CN206683910U/en
Application granted granted Critical
Publication of CN206683910U publication Critical patent/CN206683910U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of cylindrical rock soil test piece compaction apparatus, it is intended to install by the cooperation of matrix, cylindrical die body, compacted pillar, pressure mechanism, realize the compacting of cylindrical rock soil test piece, overcoming conventional method wastes time and energy, the shortcomings that homogeneity is poor, it compensate for the blank of cylindrical rock soil test piece compaction apparatus this respect.The utility model includes matrix, cylindrical die body, compacted pillar, pressure mechanism.The utility model is easy to operate, time saving and energy saving, and homogeneity is preferable, is had a extensive future in cylindrical rock soil test piece compaction apparatus application aspect.

Description

A kind of cylindrical rock soil test piece compaction apparatus
Technical field
The utility model discloses a kind of rock soil test piece compaction apparatus, more particularly to a kind of cylindrical rock soil test piece compacting dress Put.
Background technology
In rock mechanics, it is a kind of common side to make rock soil test piece to carry out mechanical property research using analog material Method, the compacting for rock soil test piece, Traditional Man compacting is more laborious and compaction differs, and easily causes experimental error, makes It is compacted with mechanics machine, process is more time-consuming, therefore design is a kind of easy to operate, and cost is relatively low, and compaction is more Homogeneous rock soil test piece compaction apparatus is particularly important.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of cylindrical rock soil test piece compaction apparatus, it is intended to passes through The cooperation installation of matrix, cylindrical die body, compacted pillar, pressure mechanism, realizes the compacting of cylindrical rock soil test piece, overcomes biography The shortcomings that system method wastes time and energy, and homogeneity is poor, it compensate for the blank of cylindrical rock soil test piece compaction apparatus this respect.
The technical scheme that the utility model solves the above problems is as follows:A kind of cylindrical rock soil test piece compaction apparatus, including Matrix, cylindrical die body, compacted pillar, pressure mechanism.
Described matrix includes roof platform, positioning table, fixed station, and the cylindrical die body and roof platform coordinate installation, the pressure Real post and positioning table coordinate installation, the roof platform, positioning table concentric.
Beneficial effect using above-mentioned technical proposal is the positioning peace for the fixation and compacted pillar for realizing cylindrical die body Dress.
The pressure mechanism include connecting rod I, connecting rod II, connecting rod III, connecting rod IV, thread slider, threaded shaft, positioning body, Non-threaded sliding block, the described one end of connecting rod I and the one end of connecting rod II are arranged on thread slider by bolt, the other end of connecting rod I Coordinate with compacted pillar and install, the other end of connecting rod II and fixed station coordinate installation, described one end of connecting rod III and the one end of connecting rod IV It is arranged on by bolt on non-threaded sliding block, the other end of connecting rod III coordinates with fixed station to be installed, the other end of connecting rod IV Coordinate with compacted pillar and install, four connecting rods are movable connecting rod, and the positioning body is fixed on threaded shaft, the screw thread Rotating shaft coordinates through non-threaded sliding block with thread slider installs.
Beneficial effect using above-mentioned technical proposal be realize pressure mechanism assembling and pressure mechanism and compacted pillar, The cooperation installation of matrix, the advance of compacted pillar is realized by the rotation of threaded shaft.
Brief description of the drawings
Fig. 1 is the utility model complete machine device schematic diagram;
Fig. 2 is the utility model matrix schematic diagram;
Fig. 3 is the utility model pressure mechanism schematic diagram;
Fig. 4 is the utility model cylindrical die body schematic diagram;
Fig. 5 is the utility model compacted pillar schematic diagram.
Embodiment
Principle of the present utility model and feature are described below in conjunction with accompanying drawing, example is only used for explaining this practicality It is new, it is not intended to limit the utility model.
In Fig. 1, the cylindrical rock soil test piece compaction apparatus includes matrix 1, cylindrical die body 3, compacted pillar 4, pressure Force mechanisms 15, described matrix 1 include roof platform 2, positioning table 5, fixed station 13, the roof platform 2, the concentric of positioning table 5, the cylinder Shape mold 3 and roof platform 2 coordinate installation, and the compacted pillar 4 and positioning table 5 coordinate installation, and the pressure mechanism 15 includes connecting rod I 6th, connecting rod II 7, connecting rod III 8, connecting rod IV 9, thread slider 10, threaded shaft 11, positioning body 12, non-threaded sliding block 14, the company The one end of bar I 6 and the one end of connecting rod II 7 are arranged on thread slider 10 by bolt, and the other end of connecting rod I 6 and compacted pillar 4 coordinate Installation, the other end of connecting rod II 7 and fixed station 13 coordinate installation, and described one end of connecting rod III 8 and the one end of connecting rod IV 9 pass through bolt On non-threaded sliding block 14, the other end of connecting rod III 8 and fixed station 13, which coordinate, to be installed, the other end of connecting rod IV 9 with Compacted pillar 4 coordinates installation, and four connecting rods are movable connecting rod, and the positioning body 12 is fixed on threaded shaft 11, described Threaded shaft 11 coordinates through non-threaded sliding block 14 with thread slider 10 to be installed.
The workflow of the cylindrical rock soil test piece compaction apparatus is:First by the one end of connecting rod I 6 and the one end of connecting rod II 7 It is arranged on by bolt on thread slider 10, the other end of connecting rod I 6 and compacted pillar 4 coordinate installation, the other end of connecting rod II 7 and fixation Platform 13 coordinates installation, then the one end of connecting rod III 8 and the one end of connecting rod IV 9 is arranged on non-threaded sliding block 14 by bolt, connecting rod III 8 The other end coordinates with fixed station 13 to be installed, and the other end of connecting rod IV 9 coordinates with compacted pillar 4 to be installed, and then passes through threaded shaft 11 Non-threaded sliding block 14 coordinates with thread slider 10 to be installed, and compacted pillar 4 and positioning table 5 then are coordinated into installation, complete pressure mechanism 15 and installed with the cooperation of matrix 1, cylindrical die body 3 is then inserted into roof platform 2, threaded shaft 11 is then rotated, passes through spiral shell Line rotating shaft 11 and the cooperation of thread slider 10, positioning body 12 is set to promote non-threaded sliding block 14 to be moved to thread slider 10, so as to band Dynamic connecting rod I 6, connecting rod II 7, connecting rod III 8, connecting rod IV 9 rotate, and promote compacted pillar 4 to advance, rock soil test piece is compacted.
Preferred embodiments of the present utility model are the foregoing is only, not limit the utility model, it is every in the utility model Spirit and principle within, all any modification, equivalent and improvement done etc., be all contained in the scope of protection of the utility model it It is interior.

Claims (1)

  1. A kind of 1. cylindrical rock soil test piece compaction apparatus, it is characterised in that:Including matrix (1), cylindrical die body (3), compacting Post (4), pressure mechanism (15), described matrix (1) include roof platform (2), positioning table (5), fixed station (13), the roof platform (2), determined Position platform (5) concentric, the cylindrical die body (3) and roof platform (2) coordinate installation, and the compacted pillar (4) and positioning table (5) are matched somebody with somebody Installation is closed, the pressure mechanism (15) includes connecting rod I (6), connecting rod II (7), connecting rod III (8), connecting rod IV (9), thread slider (10), threaded shaft (11), positioning body (12), non-threaded sliding block (14), described (6) one end of connecting rod I and connecting rod II (7) one end lead to Bolt is crossed on thread slider (10), described (6) other end of connecting rod I and compacted pillar (4) coordinate installation, the connecting rod II (7) other end and fixed station (13) coordinate installation, and described (8) one end of connecting rod III and connecting rod IV (9) one end are arranged on by bolt On non-threaded sliding block (14), described (8) other end of connecting rod III coordinates with fixed station (13) to be installed, described (9) other end of connecting rod IV Coordinate with compacted pillar (4) and install, four connecting rods are movable connecting rod, and the positioning body (12) is fixed on threaded shaft (11) On, the threaded shaft (11) coordinates through non-threaded sliding block (14) with thread slider (10) installs.
CN201720321999.9U 2017-03-29 2017-03-29 A kind of cylindrical rock soil test piece compaction apparatus Expired - Fee Related CN206683910U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720321999.9U CN206683910U (en) 2017-03-29 2017-03-29 A kind of cylindrical rock soil test piece compaction apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720321999.9U CN206683910U (en) 2017-03-29 2017-03-29 A kind of cylindrical rock soil test piece compaction apparatus

Publications (1)

Publication Number Publication Date
CN206683910U true CN206683910U (en) 2017-11-28

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720321999.9U Expired - Fee Related CN206683910U (en) 2017-03-29 2017-03-29 A kind of cylindrical rock soil test piece compaction apparatus

Country Status (1)

Country Link
CN (1) CN206683910U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109806022A (en) * 2019-02-26 2019-05-28 北京交通大学 A kind of preparation method and its pick-off unit of vertebral compression test specimen

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109806022A (en) * 2019-02-26 2019-05-28 北京交通大学 A kind of preparation method and its pick-off unit of vertebral compression test specimen
CN109806022B (en) * 2019-02-26 2020-07-28 北京交通大学 Preparation method of vertebral compression test piece and piece taking device thereof

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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: 20171128

Termination date: 20180329