CN205785999U - A kind of During Geotechnical Tests compacting equipment - Google Patents
A kind of During Geotechnical Tests compacting equipment Download PDFInfo
- Publication number
- CN205785999U CN205785999U CN201620491240.0U CN201620491240U CN205785999U CN 205785999 U CN205785999 U CN 205785999U CN 201620491240 U CN201620491240 U CN 201620491240U CN 205785999 U CN205785999 U CN 205785999U
- Authority
- CN
- China
- Prior art keywords
- sheave
- drive shaft
- fixedly mounted
- thumb wheel
- wheel
- 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 71
- 238000005056 compaction Methods 0.000 claims abstract description 24
- 210000003813 thumb Anatomy 0.000 claims description 51
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 14
- 238000009434 installation Methods 0.000 claims description 11
- 239000007787 solid Substances 0.000 claims description 3
- 208000031481 Pathologic Constriction Diseases 0.000 claims 1
- 210000001215 vagina Anatomy 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 3
- 230000007246 mechanism Effects 0.000 abstract description 3
- 239000011435 rock Substances 0.000 abstract description 2
- 239000002689 soil Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 6
- 230000008901 benefit Effects 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Sampling And Sample Adjustment (AREA)
Abstract
The utility model discloses a kind of During Geotechnical Tests compacting equipment, the intermittent conveyer being intended to the compaction apparatus by designing and Geneva mechanism principle with cam follower mechanism principle realizes rock soil test piece compacting work, overcome in tradition During Geotechnical Tests and often need to be compacted manually for test specimen compacting work, cause that efficiency of compaction is low, manpower consumption is big and the shortcoming such as compaction quality is poor, achieve multispecimen mechanization to be automatically compacted, improve efficiency of compaction, reduce the consumption of manpower, and improve test specimen compaction quality.This utility model includes base device, driving means, compaction apparatus and intermittent conveyer.This utility model is easy and simple to handle, it is easy to safeguard, has a extensive future in During Geotechnical Tests test material preparation works.
Description
Technical field
This utility model relates to a kind of compacting equipment, particularly relates to a kind of During Geotechnical Tests compacting equipment.
Background technology
Geotechnical Engineering is closely related with daily life, and building construction, subway tunnel and mine working etc. are not all from
Opening the research to Geotechnical Engineering, many scholars are made that a lot of valuable conclusion in Geotechnical Engineering field, and experimental study is must not
The research means that can lack, for working for During Geotechnical Tests test material preparation, the density of test specimen is to affect test specimen mechanical property very
Important factor, therefore during test material preparation, the compacting work of test specimen is requisite one procedure, tradition During Geotechnical Tests
In often need to be compacted manually for test specimen compacting work, cause that efficiency of compaction is low, manpower consumption is big and compaction quality be poor etc.
Shortcoming, therefore a kind of During Geotechnical Tests compacting equipment of design is particularly important.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of During Geotechnical Tests compacting equipment, it is intended to by pushing away with cam
The compaction apparatus of linkage principle design and the intermittent conveyer of Geneva mechanism principle realize rock soil test piece compacting work, overcome
Traditional During Geotechnical Tests often needs to be compacted manually for test specimen compacting work, cause that efficiency of compaction is low, manpower consumption greatly with
And compaction quality difference etc. shortcoming, it is achieved that multispecimen mechanization is compacted automatically, improves efficiency of compaction, reduces the consumption of manpower,
And improve test specimen compaction quality.
The technical scheme that this utility model solves above-mentioned technical problem is as follows: a kind of During Geotechnical Tests compacting equipment, including base
Device, driving means, compaction apparatus and intermittent conveyer.
Described base device include footing, lower supporting plate, pillar, upper backup pad, pedestal, drive shaft axis hole, pilot hole,
Thumb wheel drive shaft axis hole and bearing, described footing totally four, described four footing are arranged symmetrically with and are fixedly mounted at the bottom of lower supporting plate
On face, totally four, described pillar, described four pillars be arranged symmetrically be fixedly mounted on lower supporting plate end face and upper backup pad bottom surface it
Between, described pedestal totally two, said two pedestal is fixedly mounted on upper backup pad end face, and described drive shaft axis hole is arranged in axle
On frame, described pilot hole is arranged on upper backup pad, and described thumb wheel drive shaft axis hole is arranged on upper backup pad, and described bearing is solid
Dingan County is contained on lower supporting plate.
Use technique scheme to provide the benefit that described upper backup pad and lower supporting plate achieve other device is fixed
Installing, described pedestal achieves the fixed installation to drive shaft.
Described driving means includes that motor, belt, driven pulley and driving pulley, described motor are fixedly mounted on base
On the upper backup pad of device, described driving pulley is arranged on motor, described belt totally two, described two root bark band and main belt
Wheel and driven pulley coordinate to be installed.
Described motor achieves the input to whole device power to use technique scheme to provide the benefit that, described belt,
Driven pulley and coordinating of driving pulley install the transmission achieved motor offer power.
Described compaction apparatus include drive shaft, cam, retracting spring and depression bar, described depression bar include briquetting, push rod with
And pressure head, described briquetting is fixedly mounted on one end of push rod, and described pressure head is fixedly mounted on the other end of push rod, and described push rod leads to
The pilot hole crossing base device coordinates installation, and described drive shaft is arranged on two pedestals of base device by drive shaft axis hole,
Described cam fixedly mounts on the driving shaft, and coordinates with the briquetting of depression bar, and described retracting spring is co-axially mounted with the push rod of depression bar.
Technique scheme is used to provide the benefit that described cam achieves the compacting work to test specimen with coordinating of depression bar,
Described retracting spring achieves down the automated backhaul of depression bar after pressing.
Described intermittent conveyer includes that bevel gear driving device and sheave device, described bevel gear driving device include driving
Dynamic bevel gear, driven wheel of differential and thumb wheel drive shaft, described driving bevel gear is fixedly mounted in the drive shaft of compaction apparatus,
Described driven wheel of differential by gear teeth meshing with drive bevel gear coordinate and be arranged in thumb wheel drive shaft, described thumb wheel drive shaft and
The thumb wheel drive shaft shaft hole matching of base device is installed, and described sheave device includes sheave, test piece mould dish, thumb wheel and locking
Nut, described sheave includes screw thread axle head, support plate, sheave wheel body, sheave race and fluted roller shaft, described screw thread axle head with
Propping up support plate coaxially and to be fixedly mounted on a support plate, described locking nut coordinates installation with screw thread axle head, and described sheave wheel body is fixed
Being arranged on a support plate, described sheave race totally four, described four sheave races are arranged symmetrically on sheave wheel body, described groove
Wheel shaft is coaxial with support plate and is fixedly mounted on sheave wheel body, and with the bearing fit installation of base device, described test piece mould
Dish includes test specimen dish, test piece mould and centre bore, described test piece mould totally four, and described four test piece moulds are arranged symmetrically with solid
Dingan County is contained on test specimen dish, and described centre bore and test specimen dish are disposed coaxially on test specimen dish, and described test specimen dish passes through centre bore and groove
The screw thread axle head of wheel coordinates to be installed, and described thumb wheel includes thumb wheel wheel body, pulling axis, driving lever and thumb wheel hole, described thumb wheel wheel body with
The tangent cooperation of sheave wheel body and being fixedly mounted in the thumb wheel drive shaft of bevel gear driving device, described driving lever is fixedly mounted on thumb wheel
On wheel body, described pulling axis is fixedly mounted on driving lever and takes turns slot fit with the sheave of sheave, and described thumb wheel hole is coaxial with thumb wheel wheel body
It is arranged on thumb wheel wheel body.
Use technique scheme provide the benefit that described drive bevel gear and driven wheel of differential coordinate install achieve right
The driving of sheave device, described sheave achieves the intermittent delivery to compacting test specimen, described locking screw with the installation that coordinates of thumb wheel
Mother achieves and at sheave, test piece mould dish is propped up the clamping on support plate.
Accompanying drawing explanation
Fig. 1 is complete machine device schematic diagram of the present utility model;
Fig. 2 is base device schematic diagram of the present utility model;
Fig. 3 is driving means schematic diagram of the present utility model;
Fig. 4 is compaction apparatus schematic diagram of the present utility model;
Fig. 5 is depression bar schematic diagram of the present utility model;
Fig. 6 is intermittent conveyer schematic diagram of the present utility model;
Fig. 7 is bevel gear driving device schematic diagram of the present utility model;
Fig. 8 is sheave device schematic diagram of the present utility model;
Fig. 9 is sheave schematic diagram of the present utility model;
Figure 10 is test piece mould dish schematic diagram of the present utility model;
Figure 11 is thumb wheel schematic diagram of the present utility model.
Detailed description of the invention
Being described principle of the present utility model and feature below in conjunction with accompanying drawing, example is only used for explaining that this practicality is new
Type, is not intended to limit this utility model.
In FIG, During Geotechnical Tests compacting equipment, including base device 1, driving means 2, compaction apparatus 3 and interval
Conveyer device 4.
In fig. 2, described base device 1 include footing 5, lower supporting plate 6, pillar 7, upper backup pad 8, pedestal 9,
Drive shaft axis hole 10, pilot hole 11, thumb wheel drive shaft axis hole 12 and bearing 13, described footing 5 totally four, described four
Footing 5 is arranged symmetrically with and is fixedly mounted on lower supporting plate 6 bottom surface, totally four, described pillar 7, the symmetrical cloth of described four pillars 7
Put and be fixedly mounted between lower supporting plate 6 end face and upper backup pad 8 bottom surface, described pedestal 9 totally two, said two pedestal 9
Being fixedly mounted on upper backup pad 8 end face, described drive shaft axis hole 10 is arranged on pedestal 9, and described pilot hole 11 is arranged in
On upper backup pad 8, described thumb wheel drive shaft axis hole 12 is arranged on upper backup pad 8, and described bearing 13 is fixedly mounted on down and props up
On fagging 6.
In figure 3, described driving means 2 includes motor 14, belt 15, driven pulley 16 and driving pulley 17,
Described motor 14 is fixedly mounted on the upper backup pad 8 of base device 1, and described driving pulley 17 is arranged on motor 14, institute
Stating belt 15 totally two, described two root bark bands 15 coordinate installation with driving pulley 17 and driven pulley 16.
In the diagram, described compaction apparatus 3 includes drive shaft 18, cam 19, retracting spring 20 and depression bar 21, institute
Stating drive shaft 18 to be arranged on two pedestals 9 of base device 1 by drive shaft axis hole 10, described cam 19 is fixedly mounted on
In drive shaft 18.
In Figure 5, described depression bar 21 includes that briquetting 22, push rod 23 and pressure head 24, described briquetting 22 fixedly mount
In one end of push rod 23, described pressure head 24 is fixedly mounted on the other end of push rod 23, and described push rod 23 is by base device 1
Pilot hole 11 coordinate and install, the briquetting 22 of described depression bar 21 coordinates with cam 19, described retracting spring 20 and depression bar 21
Push rod 23 be co-axially mounted.
In figure 6, described intermittent conveyer 4 includes bevel gear driving device 25 and sheave device 26.
In the figure 7, described bevel gear driving device 25 includes driving bevel gear 27, driven wheel of differential 28 and thumb wheel to drive
Moving axis 29, described driving bevel gear 27 is fixedly mounted in the drive shaft 18 of compaction apparatus 3, and described driven wheel of differential 28 leads to
Cross gear teeth meshing and coordinate with driving bevel gear 27 and be arranged in thumb wheel drive shaft 29, described thumb wheel drive shaft 29 and base device
The thumb wheel drive shaft axis hole 12 of 1 coordinates to be installed.
In fig. 8, described sheave device 26 includes sheave 30, test piece mould dish 31, thumb wheel 32 and locking nut
33。
In fig .9, described sheave 30 includes screw thread axle head 34, support plate 35, sheave wheel body 36, sheave race 37
And fluted roller shaft 38, described screw thread axle head 34 is coaxial with a support plate 35 and is fixedly mounted on a support plate 35, described locking screw
Female 33 coordinate installation, described sheave wheel body 36 to be fixedly mounted on a support plate 35 with screw thread axle head 34, described sheave race 37
Totally four, described four sheave races 37 are arranged symmetrically on sheave wheel body 36, and described fluted roller shaft 38 is coaxial with a support plate 35
And be fixedly mounted on sheave wheel body 36, and coordinate installation with the bearing 13 of base device 1.
In Fig. 10, described test piece mould dish 31 includes test specimen dish 39, test piece mould 40 and centre bore 41, described
Test piece mould 40 totally four, described four test piece moulds 40 are arranged symmetrically with and are fixedly mounted on test specimen dish 39, described centre bore
41 are disposed coaxially on test specimen dish 39 with test specimen dish 39, the described test specimen dish 39 thread spindle by centre bore 41 with sheave 30
End 34 cooperation is installed.
In fig. 11, described thumb wheel 32 includes thumb wheel wheel body 42, pulling axis 43, driving lever 44 and thumb wheel hole 45, described
Thumb wheel wheel body 42 is tangent with sheave wheel body 36 to be coordinated and is fixedly mounted in the thumb wheel drive shaft 29 of bevel gear driving device 25,
Described driving lever 44 is fixedly mounted on thumb wheel wheel body 42, described pulling axis 43 be fixedly mounted on driving lever 44 and with the groove of sheave 30
Wheel race 37 coordinates, and described thumb wheel hole 45 is disposed coaxially on thumb wheel wheel body 42 with thumb wheel wheel body 42.
The specific works flow process of described During Geotechnical Tests compacting equipment is: first by the test specimen mould equipped with test specimen dispensing of compacting
Tool dish 31 coordinates on the support plate 35 being placed on sheave 30, then by the screw thread axle head 34 of centre bore 41 and sheave 30
By locking nut 33 with the coordinating of screw thread axle head 34 of sheave 30 test piece mould dish 31 is locked, start driving means 2
Motor 14, motor 14 drives driving pulley 17 to rotate, and then drives driven pulley 16 to rotate by the transmission of belt 15, from
Movable belt pulley 16 drives the drive shaft 18 of compaction apparatus 3 to rotate, thus drive the cam 19 that is fixedly mounted in drive shaft 18 with
And the driving bevel gear 27 of bevel gear driving device 25 rotates, cam 19 coordinate with the briquetting 22 of depression bar 21, thus drive
Briquetting 22 drives push rod 23 to move up and down, and then by being fixed on the pressure head 24 of push rod 23 one end to the examination in test piece mould 40
Part dispensing is compacted, and meanwhile, the driving bevel gear 27 of bevel gear driving device 25 drives driven wheel of differential 28 to rotate, thus
Driving thumb wheel 32 to rotate, the pulling axis 43 of thumb wheel 32 coordinates with the sheave race 37 of sheave 30, thus drives sheave 30 interval
Rotate, it is achieved be pressed on test piece mould dish 31 intermittent rotary on a support plate 35 of sheave 30, thus to test piece mould dish 31
On four test piece moulds 40 in test specimen dispensing be compacted one by one.
The foregoing is only example of preferably executing of the present utility model, not in order to limit this utility model, all at this utility model
Spiritual principles within, any modification, equivalent substitution and improvement etc. made, should be included in protection domain of the present utility model
Within.
Claims (1)
1. a During Geotechnical Tests compacting equipment, it is characterised in that described During Geotechnical Tests compacting equipment, including base device (1),
Driving means (2), compaction apparatus (3) and intermittent conveyer (4), described base device (1) include footing (5),
Lower supporting plate (6), pillar (7), upper backup pad (8), pedestal (9), drive shaft axis hole (10), pilot hole (11), dial
Wheel drive shaft axis hole (12) and bearing (13), described footing (5) totally four, described four footing (5) are arranged symmetrically with solid
Dingan County is contained on lower supporting plate (6) bottom surface, totally four, described pillar (7), and described four pillars (7) are arranged symmetrically with fixing peace
It is contained between lower supporting plate (6) end face and upper backup pad (8) bottom surface, described pedestal (9) totally two, said two pedestal (9)
Being fixedly mounted on upper backup pad (8) end face, described drive shaft axis hole (10) is arranged on pedestal (9), described pilot hole
(11) being arranged on upper backup pad (8), described thumb wheel drive shaft axis hole (12) is arranged on upper backup pad (8), described
Bearing (13) is fixedly mounted on lower supporting plate (6), described driving means (2) include motor (14), belt (15),
Driven pulley (16) and driving pulley (17), described motor (14) is fixedly mounted on the upper backup pad of base device (1)
(8) on, described driving pulley (17) is arranged on motor (14), described belt (15) totally two, described two root bark bands
(15) coordinate with driving pulley (17) and driven pulley (16) installation, described compaction apparatus (3) include drive shaft (18),
Cam (19), retracting spring (20) and depression bar (21), described drive shaft (18) is installed by drive shaft axis hole (10)
On two pedestals (9) of base device (1), described cam (19) is fixedly mounted in drive shaft (18), described pressure
Bar (21) includes briquetting (22), push rod (23) and pressure head (24), and described briquetting (22) is fixedly mounted on push rod (23)
One end, described pressure head (24) is fixedly mounted on the other end of push rod (23), described push rod (23) pass through base device (1)
Pilot hole (11) coordinate install, the briquetting (22) of described depression bar (21) coordinates with cam (19), described retracting spring
(20) push rod (23) with depression bar (21) is co-axially mounted, and described intermittent conveyer (4) includes bevel gear driving device (25)
And sheave device (26), described bevel gear driving device (25) includes driving bevel gear (27), driven wheel of differential (28)
And thumb wheel drive shaft (29), described driving bevel gear (27) is fixedly mounted in the drive shaft (18) of compaction apparatus (3),
Described driven wheel of differential (28) is coordinated by gear teeth meshing with driving bevel gear (27) and is arranged in thumb wheel drive shaft (29),
Described thumb wheel drive shaft (29) coordinates installation, described sheave device (26) with thumb wheel drive shaft axis hole (12) of base device (1)
Including sheave (30), test piece mould dish (31), thumb wheel (32) and locking nut (33), described sheave (30) includes spiral shell
Stricture of vagina axle head (34), a support plate (35), sheave wheel body (36), sheave race (37) and fluted roller shaft (38), described screw thread
Axle head (34) is coaxial with a support plate (35) and is fixedly mounted on a support plate (35), described locking nut (33) and screw thread
Axle head (34) coordinates to be installed, and described sheave wheel body (36) is fixedly mounted on a support plate (35), described sheave race (37)
Totally four, described four sheave races (37) are arranged symmetrically on sheave wheel body (36), described fluted roller shaft (38) and support
Dish (35) is coaxial and is fixedly mounted on sheave wheel body (36), and coordinates installation with the bearing (13) of base device (1),
Described test piece mould dish (31) includes test specimen dish (39), test piece mould (40) and centre bore (41), described test piece mould
(40) totally four, described four test piece moulds (40) are arranged symmetrically with and are fixedly mounted on test specimen dish (39), described centre bore
(41) be disposed coaxially on test specimen dish (39) with test specimen dish (39), described test specimen dish (39) by centre bore (41) with
The screw thread axle head (34) of sheave (30) coordinates to be installed, described thumb wheel (32) include thumb wheel wheel body (42), pulling axis (43),
Driving lever (44) and thumb wheel hole (45), described thumb wheel wheel body (42) is tangent with sheave wheel body (36) to be coordinated and is fixedly mounted on
In the thumb wheel drive shaft (29) of bevel gear driving device (25), described driving lever (44) is fixedly mounted on thumb wheel wheel body (42)
On, described pulling axis (43) is fixedly mounted on driving lever (44) and above and coordinates with the sheave race (37) of sheave (30), described
Thumb wheel hole (45) and thumb wheel wheel body (42) are disposed coaxially on thumb wheel wheel body (42).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620491240.0U CN205785999U (en) | 2016-05-26 | 2016-05-26 | A kind of During Geotechnical Tests compacting equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620491240.0U CN205785999U (en) | 2016-05-26 | 2016-05-26 | A kind of During Geotechnical Tests compacting equipment |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205785999U true CN205785999U (en) | 2016-12-07 |
Family
ID=58111047
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620491240.0U Expired - Fee Related CN205785999U (en) | 2016-05-26 | 2016-05-26 | A kind of During Geotechnical Tests compacting equipment |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205785999U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108663237A (en) * | 2018-08-13 | 2018-10-16 | 王锦霞 | A kind of automatic sampling device for discharge outlet water quality monitoring |
CN110802866A (en) * | 2019-11-06 | 2020-02-18 | 常州大学 | Flowing water type device for quickly making bituminous coal viscosity index sample |
-
2016
- 2016-05-26 CN CN201620491240.0U patent/CN205785999U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108663237A (en) * | 2018-08-13 | 2018-10-16 | 王锦霞 | A kind of automatic sampling device for discharge outlet water quality monitoring |
CN110802866A (en) * | 2019-11-06 | 2020-02-18 | 常州大学 | Flowing water type device for quickly making bituminous coal viscosity index sample |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205550834U (en) | Ground is experimental with gear drive formula screening plant | |
CN205785999U (en) | A kind of During Geotechnical Tests compacting equipment | |
CN108908506A (en) | A kind of drilling device for Furniture manufacture | |
CN110595837B (en) | Portable automatic ore dressing and sample screening device and using method | |
CN205562249U (en) | Ground is experimental with semi -automatic test piece batching compaction device | |
CN207231812U (en) | A kind of sampler for soil improvement | |
CN213580425U (en) | Building concrete strength detection device | |
CN113008601A (en) | Geological sampling device with adjusting mechanism for oil exploitation | |
CN205518093U (en) | Portable manual mill of traditional chinese medicine | |
CN102440304B (en) | Underlying power eccentric type green tea milling machine | |
CN206683911U (en) | A kind of rock soil test piece compaction apparatus | |
CN204726726U (en) | A kind of novel dust removing twoport blanking mechanism | |
CN207364115U (en) | A kind of needle roller assembling device on needle bearing | |
CN206614667U (en) | A kind of efficient concrete mixing apparatus | |
CN209624195U (en) | A kind of geotechnical property simulated experiment test specimen producing device | |
CN209456987U (en) | A kind of new-old concrete bond widens seam-line removal soil sampling apparatus | |
CN207081615U (en) | Proppant pressure experiment machine for fracturing | |
CN218716872U (en) | Quick-release device of mining hydraulic upright post | |
CN206683912U (en) | A kind of full-automatic rock soil test piece compaction apparatus | |
CN206479382U (en) | A kind of controllable soil sample sampling machine | |
CN218991657U (en) | Mine channel supporting device for mining | |
CN208662183U (en) | A kind of roller mould device of tuber | |
CN212458960U (en) | Manual soil sampler | |
CN206683915U (en) | A kind of During Geotechnical Tests test specimen compaction apparatus | |
CN212399279U (en) | Petroleum pipe sample inspection strutting arrangement |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161207 Termination date: 20170526 |
|
CF01 | Termination of patent right due to non-payment of annual fee |