CN205382478U - Device is prepared to closely knit soil of earthwork engineering experiment - Google Patents

Device is prepared to closely knit soil of earthwork engineering experiment Download PDF

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Publication number
CN205382478U
CN205382478U CN201620119317.1U CN201620119317U CN205382478U CN 205382478 U CN205382478 U CN 205382478U CN 201620119317 U CN201620119317 U CN 201620119317U CN 205382478 U CN205382478 U CN 205382478U
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CN
China
Prior art keywords
curved baffle
depression bar
main body
spiral guide
sleeve
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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
CN201620119317.1U
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Chinese (zh)
Inventor
朱崇林
刘世林
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Individual
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Individual
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Priority to CN201620119317.1U priority Critical patent/CN205382478U/en
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Publication of CN205382478U publication Critical patent/CN205382478U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Sampling And Sample Adjustment (AREA)

Abstract

The utility model relates to a when device is prepared to closely knit soil of earthwork engineering experiment discloses an earthwork engineering experiment, prepare the device of closely knit sand sample, its characterized in that step motor arranges in on the main part support, fixing bearing arranges in on the main part support, power shaft one end is arranged in on the step motor, the other end passes fixing bearing and spiral guide arm one end is connected, the spiral guide arm is arranged in and is removed sleeve pipe one end, depression bar one end is connected with the removal sleeve pipe other end, the clamp plate is arranged in on the other end of depression bar, the anti -overflow apron is arranged in on the depression bar, the other end of spiral guide arm passes the spiral axle sleeve and places that to move the cover intraductal in, the gag lever post is arranged in on the main part support, spacing ways is placed in on the gag lever post, and through connecting rod and removal bushing, it arranges in on the bottom of main part support to decide cowl, the fixed arm of force is arranged in on the bottom of main part support, thread shaft sleeve arranges in on the fixed arm of force, it arranges in and decides cowl one side to move cowl, and and threaded rod one end is connected.

Description

A kind of earth work experiment closely knit soil device for making
Technical field
This utility model one earth work experiment closely knit soil device for making, when relating to a kind of earth work experiment, prepare the device of close sand soil sample, belong to experimental facilities instrument field, closely knit soil sample can be effectively improved particularly to one and originally produce efficiency, reduce sample and produce the closely knit soil device for making of working strength.
Background technology
The mensuration of the degree of compaction of soil sample, is be all a basic job for scientific research personnel or the technical staff at scene, is also the important step in teaching or engineering construction.When carrying out construction, if ground soil's water content is too high, the hole of soil sample is relatively larger in other words, can cause when the later stage constructs, ground settles, and makes structure destroy, so only when soil sample meets the designing requirement of dry density and water content, utilize theoretical knowledge, it is judged that its largest settlement;Test analysis to the optimum moisture content of various sands, for engineering is also an important problem, earth work experiment should measure maximum dry density and the optimum moisture content of soil, it it is the critical problem of engineering construction to the filling construction whether carrying out next step earth material, the compactness of on-the-spot soil sample to be detected is taked to be the most frequently used traditional method with core cutter method, scene being carried out after soil sample takes, take back laboratory and carry out the test analysis of each index;Indoor earth work experimental result, if the feature of natural soil sample can be carried out reasonably simulation is that comparison is crucial.Current mine ground laboratory, is typically all employing and rams in closely knit soil by cutting ring, tamp with mallet, then is loosened by soil around cutting ring with pick, just can carry out closely knit soil sample afterwards and originally produce, and producing soil sample wastes time and energy, and inefficient.For engineering construction, great majority are after artificial sampling at the scene, after carrying out artificial compacting with weight, then carry out test analysis, and its artificial intensity is big, and step is cumbersome.
Summary of the invention
In order to improve the problems referred to above, time this utility model one earth work experiment closely knit soil device for making provides a kind of earth work experiment, prepare the device of close sand soil sample, it is possible to be effectively improved closely knit soil sample and originally produce efficiency, reduce the working strength that sample is produced.
This utility model one earth work experiment closely knit soil device for making is achieved in that this utility model one earth work experiment closely knit soil device for making is made up of subject support means and sample placing device.nullSubject support means is by motor、Fixing bearing、Spiral sleeve、Spiral guide rod、Mobile sleeve pipe、Depression bar、Overflow-prevention cover plate、Main body rack、Pressing plate、Gag lever post、Stop collar、Connecting rod、Line shaft forms,Motor is placed on main body rack,Fixing bearing is placed on main body rack,Line shaft one end is placed on motor,The other end connects through fixing bearing and spiral guide rod one end,Spiral guide rod is placed in mobile sleeve pipe one end,Depression bar one end is connected with the mobile sleeve pipe other end,Pressing plate is placed on the other end of depression bar,Overflow-prevention cover plate is placed on depression bar,The other end of spiral guide rod is placed in mobile sleeve pipe through spiral sleeve,Gag lever post is placed on main body rack,Stop collar is placed on gag lever post,And by connecting rod with mobile telescopic joint,Sample placing device is by moving curved baffle、The fixing arm of force、Threaded sleeve、Determine curved baffle、Adjusting knob、Threaded rod and sampling steel cylinder composition,Determine curved baffle to be placed on the bottom of main body rack,The fixing arm of force is placed on the bottom of main body rack,Threaded sleeve is placed on the fixing arm of force,Dynamic curved baffle is placed in determines curved baffle side,And and threaded rod one end connection,The other end of threaded rod connects through threaded sleeve and adjusting knob,Sampling steel cylinder is placed in be determined between curved baffle and dynamic curved baffle,And be positioned at immediately below pressing plate.
During use, first being placed on by graduated for outer wall belt transparent sampling steel cylinder determines between curved baffle and dynamic curved baffle, size according to sampling cylinder diameter, rotate adjusting knob, threaded rod is driven to rotate in threaded sleeve, make curved baffle and determine curved baffle, stuck fast sampling steel cylinder, the natural soil sample that cutting ring is taken, it is positioned in sampling steel cylinder uniformly, described dynamic curved baffle and the design determining curved baffle, it is possible to disposable placement is tested closely knit soil and produced required soil sample, it is not necessary to additionally add soil sample.Motor rotates, drive line shaft rotates, and line shaft drives spiral guide rod to rotate, and the spiral sleeve on spiral guide rod moves down, spiral sleeve drives moving sleeve to move down, mobile sleeve pipe is moved downward by depression bar band dynamic pressure plate, and pressing plate constantly presses down curved baffle and the soil sample determined between curved baffle, soil sample is compacted in sampling steel cylinder, the design of described overflow-prevention cover plate, it is prevented from soil sample in pressing process, overflows in a large number above pressing plate, affect producing of closely knit soil.The design of described stop collar, it is possible to prevent moving sleeve in the process moved up and down, be subjected to displacement.Reach to be effectively improved closely knit soil sample and originally produce the purpose of efficiency.
Beneficial effect
One. simple in construction, convenient and practical.
Two. with low cost, it is easy to promote.
Accompanying drawing explanation
Accompanying drawing 1 is the structural representation of this utility model a kind of earth work experiments experiment closely knit soil device for making
In accompanying drawing
Wherein part is: motor (1), fixing bearing (2), spiral sleeve (3), spiral guide rod (4), mobile sleeve pipe (5), depression bar (6), overflow-prevention cover plate (7), dynamic curved baffle (8), the fixing arm of force (9), threaded sleeve (10), adjusting knob (11), threaded rod (12), sampling steel cylinder (13), main body rack (14), determines curved baffle (15), pressing plate (16), gag lever post (17), stop collar (18), connecting rod (19), line shaft (20)
Detailed description of the invention:
A kind of earth work of this utility model experiment closely knit soil device for making is realized in, during use, first being placed on by graduated for outer wall belt transparent sampling steel cylinder (13) determines between curved baffle (15) and dynamic curved baffle (8), size according to sampling steel cylinder (13) diameter, rotate adjusting knob (11), threaded rod (12) is driven to rotate in threaded sleeve (10), make curved baffle (20) and determine curved baffle (15), stuck fast sampling steel cylinder (13), the natural soil sample that cutting ring is taken, it is positioned in sampling steel cylinder (13) uniformly, described dynamic curved baffle (8) and determine the design of curved baffle (15), required soil sample can be produced by the disposable placement closely knit soil of experiment, need not additionally add soil sample.Motor (1) rotates, line shaft (20) is driven to rotate, line shaft (20) drives spiral guide rod (4) to rotate, spiral sleeve (10) on spiral guide rod (4) moves down, spiral sleeve (10) drives moving sleeve (5) to move down, mobile sleeve pipe (5) is moved downward by depression bar (6) band dynamic pressure plate (16), pressing plate (16) constantly lower dynamic pressure curved baffle (8) and the soil sample determined between curved baffle (15), soil sample is compacted in sampling steel cylinder (13), the design of described overflow-prevention cover plate (7), it is prevented from soil sample in pressing process, overflow from pressing plate (16) top is a large amount of, affect producing of closely knit soil.The design of described stop collar (18), it is possible to prevent mobile sleeve pipe (5) in the process moved up and down, be subjected to displacement.Reach to be effectively improved closely knit soil sample and originally produce the purpose of efficiency.

Claims (1)

  1. null1. an earth work experiment closely knit soil device for making,It is characterized in that: be made up of subject support means and sample placing device,Subject support means is by motor、Fixing bearing、Spiral sleeve、Spiral guide rod、Mobile sleeve pipe、Depression bar、Overflow-prevention cover plate、Main body rack、Pressing plate、Gag lever post、Stop collar、Connecting rod、Line shaft forms,Motor is placed on main body rack,Fixing bearing is placed on main body rack,Line shaft one end is placed on motor,The other end connects through fixing bearing and spiral guide rod one end,Spiral guide rod is placed in mobile sleeve pipe one end,Depression bar one end is connected with the mobile sleeve pipe other end,Pressing plate is placed on the other end of depression bar,Overflow-prevention cover plate is placed on depression bar,The other end of spiral guide rod is placed in mobile sleeve pipe through spiral sleeve,Gag lever post is placed on main body rack,Stop collar is placed on gag lever post,And by connecting rod with mobile telescopic joint,Sample placing device is by moving curved baffle、The fixing arm of force、Threaded sleeve、Determine curved baffle、Adjusting knob、Threaded rod and sampling steel cylinder composition,Determine curved baffle to be placed on the bottom of main body rack,The fixing arm of force is placed on the bottom of main body rack,Threaded sleeve is placed on the fixing arm of force,Dynamic curved baffle is placed in determines curved baffle side,And and threaded rod one end connection,The other end of threaded rod connects through threaded sleeve and adjusting knob,Sampling steel cylinder is placed in be determined between curved baffle and dynamic curved baffle,And be positioned at immediately below pressing plate.
CN201620119317.1U 2016-01-31 2016-01-31 Device is prepared to closely knit soil of earthwork engineering experiment Expired - Fee Related CN205382478U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620119317.1U CN205382478U (en) 2016-01-31 2016-01-31 Device is prepared to closely knit soil of earthwork engineering experiment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620119317.1U CN205382478U (en) 2016-01-31 2016-01-31 Device is prepared to closely knit soil of earthwork engineering experiment

Publications (1)

Publication Number Publication Date
CN205382478U true CN205382478U (en) 2016-07-13

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107621394A (en) * 2017-09-08 2018-01-23 江苏东恒大地工程技术有限公司 A kind of closely knit native producing equipment of engineering experiment
CN109827802A (en) * 2019-03-12 2019-05-31 北京铁城信诺工程检测有限公司 Sand replacement method measures compactness with taking indigenous equipment
CN109932232A (en) * 2019-04-26 2019-06-25 四川大学 A kind of spiral soil sample density control device of quasi- static(al)
CN110685264A (en) * 2019-10-25 2020-01-14 邢台路桥建设总公司 Soil sampling system for highway engineering and stabilizing mechanism thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107621394A (en) * 2017-09-08 2018-01-23 江苏东恒大地工程技术有限公司 A kind of closely knit native producing equipment of engineering experiment
CN109827802A (en) * 2019-03-12 2019-05-31 北京铁城信诺工程检测有限公司 Sand replacement method measures compactness with taking indigenous equipment
CN109932232A (en) * 2019-04-26 2019-06-25 四川大学 A kind of spiral soil sample density control device of quasi- static(al)
CN110685264A (en) * 2019-10-25 2020-01-14 邢台路桥建设总公司 Soil sampling system for highway engineering and stabilizing mechanism thereof

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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: 20160713

Termination date: 20170131

CF01 Termination of patent right due to non-payment of annual fee