CN206683911U - A kind of rock soil test piece compaction apparatus - Google Patents
A kind of rock soil test piece compaction apparatus Download PDFInfo
- Publication number
- CN206683911U CN206683911U CN201720367617.6U CN201720367617U CN206683911U CN 206683911 U CN206683911 U CN 206683911U CN 201720367617 U CN201720367617 U CN 201720367617U CN 206683911 U CN206683911 U CN 206683911U
- Authority
- CN
- China
- Prior art keywords
- test piece
- rock soil
- soil test
- casing
- threaded shaft
- 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
Links
- 238000012360 testing method Methods 0.000 title claims abstract description 45
- 239000011435 rock Substances 0.000 title claims abstract description 40
- 239000002689 soil Substances 0.000 title claims abstract description 39
- 238000005056 compaction Methods 0.000 title claims abstract description 16
- 238000009434 installation Methods 0.000 claims description 6
- 238000007796 conventional method Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008450 motivation Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
Landscapes
- Sampling And Sample Adjustment (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
The utility model discloses a kind of rock soil test piece compaction apparatus, it is intended to install by the cooperation of casing, drive mechanism, system for compacting, cylindrical rock soil test piece mould, realize the compacting to rock soil test piece, the shortcomings that overcoming conventional method wastes time and energy, be less efficient, it compensate for the blank of rock soil test piece compaction apparatus this respect.The utility model includes casing, drive mechanism, system for compacting, cylindrical rock soil test piece mould.The utility model is easy to operate, time saving and energy saving, is had a extensive future in terms of rock soil test piece compacting.
Description
Technical field
The utility model discloses a kind of compaction apparatus, more particularly to a kind of rock soil test piece compaction apparatus.
Background technology
In the correlation test of rock mechanics, make rock soil test piece commonly using analog material and carry out related mechanical test
Research, during rock soil test piece is made, be compacted test specimen be a very important link, for rock soil test piece porosity with
And compression strength has a large effect, the manual compaction of generally use because limited personnel is difficult to preferably be compacted test specimen, and
And the uniformity coefficient of compacting differs, and is compacted using mechanics machine, its process is more troublesome, make the efficiency of test specimen compared with
It is low, therefore design is a kind of easy to operate, consolidation effect is preferable, and the higher rock soil test piece compaction apparatus of efficiency is particularly important.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of rock soil test piece compaction apparatus, it is intended to by casing,
The cooperation installation of drive mechanism, system for compacting, cylindrical rock soil test piece mould, realizes the compacting to rock soil test piece, overcomes biography
The shortcomings that system method wastes time and energy, be less efficient, it compensate for the blank of 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 rock soil test piece compaction apparatus, including casing, drive
Motivation structure, system for compacting, cylindrical rock soil test piece mould.
The rock soil test piece compaction apparatus includes casing, drive mechanism, system for compacting, cylindrical rock soil test piece mould, institute
Stating drive mechanism includes turning handle, positive stop key, threaded shaft, and the positive stop key is cylinder, between turning handle and threaded shaft,
The cylindrical rock soil test piece mould includes mold, positioning key, and the casing includes bearing, guide rail, locating slot, the bearing
Positioned at casing upper surface center, the guide rail is rectangular guideway, totally two, is symmetrically distributed in cabinet wall both sides, the driving
The threaded shaft of mechanism coordinates through bearing with casing to be installed, and the positive stop key contacts with casing upper surface, the locating slot position
In cabinet wall bottom center, the positioning key of the cylindrical rock soil test piece mould coordinates with locating slot to be installed.
Beneficial effect using above-mentioned technical proposal is to realize casing and the cooperation installation of drive mechanism and cylinder
The cooperation installation of rock soil test piece mould and casing.
The system for compacting includes screwed hole, compacted pillar, upper plate body, lower body, connecting rod, guide rod, the screw thread hole position
In upper plate body center, the screwed hole coordinates with threaded shaft to be installed, and the compacted pillar is located at lower body center, the connecting rod
Totally two, it is symmetrically distributed in screwed hole central axis both sides, the connecting rod connection upper plate body and lower body, the guide rod totally two
It is individual, upper plate body both sides are symmetrically distributed in, the guide rod coordinates with guide rail to be installed, the threaded shaft, compacted pillar, cylindrical ground
Test piece mould concentric.
Beneficial effect using above-mentioned technical proposal is to realize system for compacting and casing, the cooperation installation of drive mechanism,
The cooperation installation of guide rail and guide rod limits the moving direction of compaction apparatus, is matched somebody with somebody between threaded shaft and screwed hole by screw thread pair
Conjunction moves.
Brief description of the drawings
Fig. 1 is the utility model complete machine device schematic diagram；
Fig. 2 is the utility model drive mechanism schematic diagram；
Fig. 3 is the utility model cylinder rock soil test piece mould schematic diagram；
Fig. 4 is the utility model casing schematic diagram；
Fig. 5 is the utility model system for compacting 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, Fig. 2, Fig. 3, the rock soil test piece compaction apparatus includes casing 1, drive mechanism 2, system for compacting 3, circle
Cylindricality rock soil test piece mould 4, the drive mechanism 2 include turning handle 5, positive stop key 6, threaded shaft 7, and the positive stop key 6 is cylinder
Shape, between turning handle 5 and threaded shaft 7, the cylindrical rock soil test piece mould 4 includes mold 8, positioning key 9.
In Fig. 4, the casing 1 includes bearing 10, guide rail 11, locating slot 12, and the bearing 10 is located at the upper surface of casing 1
Center, the guide rail 11 are rectangular guideway, totally two, are symmetrically distributed in the inwall both sides of casing 1, the screw thread of the drive mechanism 2
Rotating shaft 7 coordinates through bearing 10 with casing 1 installs, and the positive stop key 6 contacts with the upper surface of casing 1, and the locating slot 12 is located at
The inwall bottom center of casing 1, the positioning key 9 of the cylindrical rock soil test piece mould 4 coordinates with locating slot 12 to be installed.
In Figure 5, the system for compacting 3 includes screwed hole 13, compacted pillar 14, upper plate body 15, lower body 16, connecting rod
17th, guide rod 18, the screwed hole 13 are located at the center of upper plate body 15, and the screwed hole 13 coordinates with threaded shaft 7 to be installed, the pressure
Real post 14 is located at the center of lower body 16, the connecting rod 17 totally two, is symmetrically distributed in the central axis both sides of screwed hole 13, described
Connecting rod 17 connects upper plate body 15 and lower body 16, the guide rod 18 totally two, is symmetrically distributed in the both sides of upper plate body 15, described to lead
Bar 18 coordinates with guide rail 11 to be installed, the threaded shaft 7, compacted pillar 14, the cylindrical concentric of rock soil test piece mould 4.
The workflow of the rock soil test piece compaction apparatus is：The threaded shaft 7 of drive mechanism 2 is inserted from bearing 10 first
Enter until positive stop key 6 contacts with the upper surface of casing 1, install so as to complete drive mechanism 2 and the cooperation of casing 1, then will lead
Bar 18 coordinates with guide rail 11 to be installed, and screwed hole 13 coordinates with threaded shaft 7 to be installed, then by cylindrical rock soil test piece mould 4
Positioning key 9 coordinates with locating slot 12 to be installed, and is then rotated turning handle 5, is coordinated by the screw thread pair of threaded shaft 7 and screwed hole 13,
System for compacting 2 is moved down, compacted pillar 14 is compacted the rock soil test piece in cylindrical rock soil test piece mould 4, is completed
Afterwards, the pull-up system for compacting 3 of turning handle 5 is rotated backward, completes whole compacting process.
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)
- A kind of 1. rock soil test piece compaction apparatus, it is characterised in that：Including casing (1), drive mechanism (2), system for compacting (3), circle Cylindricality rock soil test piece mould (4), the drive mechanism (2) includes turning handle (5), positive stop key (6), threaded shaft (7), described spacing Key (6) is cylinder, and between turning handle (5) and threaded shaft (7), the cylindrical rock soil test piece mould (4) includes mould Body (8), positioning key (9), the casing (1) include bearing (10), guide rail (11), locating slot (12), and the bearing (10) is located at Casing (1) upper surface center, the guide rail (11) are rectangular guideway, totally two, are symmetrically distributed in casing (1) inwall both sides, institute The threaded shaft (7) for stating drive mechanism (2) coordinates installation, the positive stop key (6) and casing through bearing (10) and casing (1) (1) upper surface contacts, and the locating slot (12) is located at casing (1) inwall bottom center, the cylindrical rock soil test piece mould (4) Positioning key (9) and locating slot (12) coordinate and install, the system for compacting (3) includes screwed hole (13), compacted pillar (14), upper plate Body (15), lower body (16), connecting rod (17), guide rod (18), the screwed hole (13) are located at upper plate body (15) center, the spiral shell Pit (13) coordinates with threaded shaft (7) to be installed, and the compacted pillar (14) is located at lower body (16) center, the connecting rod (17) Totally two, it is symmetrically distributed in screwed hole (13) central axis both sides, connecting rod (17) the connection upper plate body (15) and lower body (16), the guide rod (18) totally two, upper plate body (15) both sides are symmetrically distributed in, the guide rod (18) coordinates with guide rail (11) pacifies Dress, the threaded shaft (7), compacted pillar (14), cylindrical rock soil test piece mould (4) concentric.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720367617.6U CN206683911U (en) | 2017-04-10 | 2017-04-10 | A kind of rock soil test piece compaction apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720367617.6U CN206683911U (en) | 2017-04-10 | 2017-04-10 | A kind of rock soil test piece compaction apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206683911U true CN206683911U (en) | 2017-11-28 |
Family
ID=60398447
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720367617.6U Expired - Fee Related CN206683911U (en) | 2017-04-10 | 2017-04-10 | A kind of rock soil test piece compaction apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206683911U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108801727A (en) * | 2018-05-08 | 2018-11-13 | 华侨大学 | Rock soil test piece compaction apparatus |
| CN110118686A (en) * | 2019-06-11 | 2019-08-13 | 山东大学 | Prepare the push-press type column test mould and method of rock analog material easy mold release |
-
2017
- 2017-04-10 CN CN201720367617.6U patent/CN206683911U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108801727A (en) * | 2018-05-08 | 2018-11-13 | 华侨大学 | Rock soil test piece compaction apparatus |
| CN110118686A (en) * | 2019-06-11 | 2019-08-13 | 山东大学 | Prepare the push-press type column test mould and method of rock analog material easy mold release |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171128 Termination date: 20180410 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |