CN108225976A - Drilled pile specific gravity of mud measuring device and measuring method - Google Patents
Drilled pile specific gravity of mud measuring device and measuring method Download PDFInfo
- Publication number
- CN108225976A CN108225976A CN201810206036.3A CN201810206036A CN108225976A CN 108225976 A CN108225976 A CN 108225976A CN 201810206036 A CN201810206036 A CN 201810206036A CN 108225976 A CN108225976 A CN 108225976A
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- mud
- hairbrush
- specific gravity
- drilled pile
- bottom plate
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Links
- 230000005484 gravity Effects 0.000 title claims abstract description 25
- 238000000034 method Methods 0.000 title claims abstract description 21
- 230000005540 biological transmission Effects 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 238000001035 drying Methods 0.000 claims description 6
- SZVJSHCCFOBDDC-UHFFFAOYSA-N iron(II,III) oxide Inorganic materials O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 claims description 6
- 206010013786 Dry skin Diseases 0.000 claims description 4
- 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 4
- 239000012530 fluid Substances 0.000 claims description 3
- 238000003756 stirring Methods 0.000 claims description 3
- 238000005303 weighing Methods 0.000 claims description 2
- 238000005259 measurement Methods 0.000 abstract description 5
- 230000008447 perception Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000006641 stabilisation Effects 0.000 description 2
- 238000011105 stabilization Methods 0.000 description 2
- 241000237858 Gastropoda Species 0.000 description 1
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N9/00—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
- G01N9/02—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity by measuring weight of a known volume
- G01N9/04—Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity by measuring weight of a known volume of fluids
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- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Piles And Underground Anchors (AREA)
Abstract
Drilled pile specific gravity of mud measuring device and measuring method.Drilled pile specific gravity of mud measuring method is cumbersome at present, and different people differs the equalization point perception of this device, and there are errors, the mud for needing manpower that wiping volumetric flask is gone to overflow in measurement process simultaneously, wiping process is time-consuming, and wiping is not thorough, and experimental result can be had an impact.Present invention composition includes：Dynamic equipment（4）And driver（8）, the upper master gear on dynamic equipment（6）With the upper pinion on driver（10）It is meshed, driver lower part and scourer（12）Threaded rod（11）It is threadedly coupled, scourer includes the bottom plate being fixedly connected with threaded rod（13）, the bottom plate left and right sides is respectively arranged with two hairbrush（14）, hairbrush top passes through the bar hole on bottom plate（19）, bottom plate and hairbrush pass through clamp nut（7）Connection.The present invention is used for drilled pile specific gravity of mud measuring device and measuring method.
Description
Technical field：
The present invention relates to a kind of drilled pile specific gravity of mud measuring device and measuring methods.
Background technology：
Drilled pile specific gravity of mud measuring method is using specific gravity of mud meter at present, this is a kind of lever balance dress
It puts, measures specific gravity of mud according to balance between two forces principle, application method is that the mud that will be measured fills mud cap, and capping is simultaneously
The mud overflowed from aperture to be cleaned, is subsequently placed on stent, mobile rider makes lever be horizontal, i.e., bubble is in center,
Read the relative density of scale, as mud shown in the left survey of rider.
There are following problems for this drilled pile specific gravity of mud measuring method：Operate comparatively laborious, the density of water
It is not one in different temperatures and determines value, different people differs the equalization point perception of this device, and this method has certain miss
Difference, while manpower is needed to remove the mud of wiping volumetric flask spilling in measurement process, wiping process is time-consuming, and wiping is not thorough, meeting
Experimental result is had an impact.
Invention content：
The purpose of the present invention is overcoming current measuring method there are error, the problem of density of water can be affected by temperature, carry
Relative density is measured using quality of mud fluid for a kind of, measurement result is accurate, the drilled pile mud phase used convenient for field condition
To density measuring equipment and measuring method.
Above-mentioned purpose is realized by following technical scheme：
Drilled pile specific gravity of mud measuring device, composition include：Dynamic equipment and driver, the upper master on the dynamic equipment
Gear is meshed with the upper pinion on the driver, and the threaded rod screw thread of the driver lower part and scourer connects
It connects；The dynamic equipment includes worm screw, and the pedestal on the worm screw and stent is connected by bearing, the front end of the worm screw
Fixing nut is fixed with, the worm screw is meshed respectively with lower main transmission worm gear, lower auxiliary driving worm gear, the lower auxiliary driving
Worm gear and the upper master gear are respectively fitted in fixed link, and the upper and lower ends of the fixed link are led to respectively with the stent
Cross bearing connection.
The drilled pile specific gravity of mud measuring device, the scourer include fixing with the threaded rod and connect
The bottom plate connect, the bottom plate left and right sides are respectively arranged with two hairbrush, and the hairbrush top is passed through on the bottom plate
Bar hole, the bottom plate connect with the hairbrush by clamp nut.
The drilled pile specific gravity of mud measuring device, the lower main transmission worm gear top is fixed with circular groove plate to be connected
It connects, magnetite is fixed in the circular groove plate, the lower main transmission worm gear lower part is rotated with the stent by strut to be connected
It connects.
Advantageous effect：
1. the structure of the invention by the way that dynamic equipment, driver and scourer is set to be combined so that it does not need to manpower and is wiped,
Comprehensive wiping can be carried out at the same time to both sides above and below volumetric flask outer wall by the rotation of hairbrush, wiping process is time saving, wiped clean,
Prevent remaining mud from being impacted to experimental result.
The present invention using the quality of mud and stirring mud both water come the relative density of computation of mud, not by water
Temperature interference, measurement result is accurate, easy to operate, convenient for field carry out experimental implementation.
The present invention weighs quality to measure the relative density of mud by balance, it is therefore prevented that thinks to observe and operates what is generated
Error improves the accuracy of measurement result.
Volumetric flask bottom of the present invention is irony, passes through the actuation between the magnetite in volumetric flask and circular groove plate, it is ensured that
The stabilization of volumetric flask prevents from having an impact the quality in volumetric flask.
Description of the drawings：
Attached drawing 1 is the structure diagram of the present invention；
Attached drawing 2 is the structure diagram of bottom plate；
In figure：1st, lower auxiliary driving worm gear；2nd, fixed link；3rd, fixing nut；4th, dynamic equipment；5th, stent；6th, upper master gear；7th, it fastens
Nut；8th, driver；9th, drive link；10th, upper pinion；11st, threaded rod；12nd, scourer；13rd, bottom plate；14th, hairbrush；15th, hold
Measuring bottle；16th, circular groove plate；17th, strut；18th, lower main transmission worm gear；19th, bar hole；20th, pedestal；21st, magnetite；22nd, worm screw.
Specific embodiment：
Embodiment 1：
A kind of drilled pile specific gravity of mud measuring device, composition include：Dynamic equipment 4 and driver 8, on the dynamic equipment
Upper master gear 6 be meshed with the upper pinion 10 on the driver, the spiral shell of the driver lower part and scourer 12
Rasp bar 11 is threadedly coupled；The dynamic equipment includes worm screw 22, and the worm screw is connected with the pedestal 20 on stent 5 by bearing
Connect, the worm screw is fixedly arranged at the front end with fixing nut 3, the worm screw respectively with lower main transmission worm gear 18, lower auxiliary driving snail
Wheel 1 is meshed, and the lower auxiliary driving worm gear and the upper master gear are respectively fitted in fixed link 2, the fixed link
Upper and lower ends are connect respectively with the stent by bearing.
Embodiment 2：
According to drilled pile specific gravity of mud measuring device described in embodiment 1, the scourer includes and the screw thread
The bottom plate 13 that bar is fixedly connected, the bottom plate left and right sides are respectively arranged with two hairbrush 14, and the hairbrush top passes through
Bar hole 19 on the bottom plate, the bottom plate are connect with the hairbrush by clamp nut 7.
Embodiment 3：
Drilled pile specific gravity of mud measuring device according to embodiment 1 or 2, the lower main transmission worm gear top and circle
Frid 16 is fixedly connected, and magnetite 21, the lower main transmission worm gear lower part and the stent are fixed in the circular groove plate
It is rotatablely connected by strut 17, volumetric flask bottom is irony, can be attracted with magnetite, the stabilization of guaranteed capacity bottle.
Embodiment 4：
Drilled pile specific gravity of mud measuring device according to embodiment 1 or 2 or 3, the driver include drive link
9, the drive link top is connect with the stent by bearing, and the lower part of the drive link passes through the upper secondary tooth
Wheel is fixedly connected with the lower pinion.
Embodiment 5：
Drilled pile specific gravity of mud measuring device according to embodiment 1 or 2 or 3 or 4, it is internally positioned on the bottom plate
Hairbrush bottom level it is higher 20-30cm than being located at external hairbrush bottom level.
Embodiment 6：
A kind of measuring method of drilled pile specific gravity of mud measuring device, this method comprises the following steps：
（1）By volume be 500ml drying with rubber plug volumetric flask be put on balance weigh quality be m0；
（2）Volume is filled with into stirring mud water for volumetric flask of the 500ml dryings with rubber plug, the water overflowed outside bottle is dried, claims
Bottle plus water quality are m1；
（3）Volume is filled with into mud for volumetric flask of the 500ml dryings with rubber plug, volumetric flask 15 is placed on circular groove plate, it will
External hairbrush adjustment fitting volumetric flask lower sidewall, adjusts fitting volumetric flask side wall upper part by internal hairbrush, rotates fixing nut,
Lower auxiliary driving worm gear and lower main transmission worm gear rotate therewith, and hairbrush is rotated under the drive of upper pinion, will be outside volumetric flask
The mud of spilling is cleaned, and weighing bottle adds quality of mud fluid to be m2 ；
（4）According to obtained m1And m2The relative density of computation of mud, m2 -m0Divided by m1- m0Obtained quotient is the mud
Relative density.
Claims (6)
1. a kind of drilled pile specific gravity of mud measuring device, composition includes：Dynamic equipment and driver, it is characterized in that：It is described
Dynamic equipment on upper master gear be meshed with the upper pinion on the driver, the driver lower part and scourer
Threaded rod be threadedly coupled；The dynamic equipment includes worm screw, and the pedestal on the worm screw and stent is connected by bearing, institute
The worm screw stated is fixedly arranged at the front end with fixing nut, and the worm screw is meshed respectively with lower main transmission worm gear, lower auxiliary driving worm gear,
The lower auxiliary driving worm gear and the upper master gear are respectively fitted in fixed link, the upper and lower ends difference of the fixed link
It is connect with the stent by bearing.
2. drilled pile specific gravity of mud measuring device according to claim 1, it is characterized in that：The scourer includes
The bottom plate being fixedly connected with the threaded rod, the bottom plate left and right sides are respectively arranged with two hairbrush, the hairbrush
Top passes through the bar hole on the bottom plate, and the bottom plate is connect with the hairbrush by clamp nut.
3. drilled pile specific gravity of mud measuring device according to claim 1 or 2, it is characterized in that：The lower main biography
Dynamic worm gear top is fixedly connected with circular groove plate, is fixed with magnetite in the circular groove plate, the lower main transmission worm gear lower part and
The stent is rotatablely connected by strut.
4. the drilled pile specific gravity of mud measuring device according to claims 1 or 2 or 3, it is characterized in that：The transmission
Device includes drive link, and the drive link top is connect with the stent by bearing, and the lower part of the drive link passes through
The upper pinion is fixedly connected with the lower pinion.
5. the drilled pile specific gravity of mud measuring device according to claims 1 or 2 or 3, it is characterized in that：The bottom plate
Upper internally positioned hairbrush bottom level is higher 20-30cm than being located at external hairbrush bottom level.
6. the measuring method of the drilled pile specific gravity of mud measuring device described in a kind of one of claim 1-5, it is characterized in that：
This method comprises the following steps：
（1）By volume be 500ml drying with rubber plug volumetric flask be put on balance weigh quality be m0；
（2）Volume is filled with into stirring mud water for volumetric flask of the 500ml dryings with rubber plug, the water overflowed outside bottle is dried, claims
Bottle plus water quality are m1；
（3）Volume is filled with into mud for volumetric flask of the 500ml dryings with rubber plug, volumetric flask is placed on circular groove plate, it will be outer
Portion's hairbrush adjustment fitting volumetric flask lower sidewall, adjusts fitting volumetric flask side wall upper part by internal hairbrush, rotates fixing nut, under
Auxiliary driving worm gear and lower main transmission worm gear rotate therewith, and hairbrush is rotated under the drive of upper pinion, and volumetric flask is excessive
The mud gone out is cleaned, and weighing bottle adds quality of mud fluid to be m2 ；
（4）According to obtained m1And m2The relative density of computation of mud, m2 -m0Divided by m1- m0Obtained quotient is the mud
Relative density.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810206036.3A CN108225976B (en) | 2018-03-13 | 2018-03-13 | Device and method for measuring relative density of drilling pile mud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810206036.3A CN108225976B (en) | 2018-03-13 | 2018-03-13 | Device and method for measuring relative density of drilling pile mud |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108225976A true CN108225976A (en) | 2018-06-29 |
| CN108225976B CN108225976B (en) | 2024-02-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810206036.3A Active CN108225976B (en) | 2018-03-13 | 2018-03-13 | Device and method for measuring relative density of drilling pile mud |
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| Country | Link |
|---|---|
| CN (1) | CN108225976B (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0349437A1 (en) * | 1988-06-30 | 1990-01-03 | Commissariat A L'energie Atomique | Apparatus for the automatic measurement of the apparent weight of a mud suspended in a liquid, system for the automatic measurement of the Ponsar's index of such a mud, using the apparatus, and its use in the conduit in a plant for purifying waste water |
| CN2599565Y (en) * | 2003-03-06 | 2004-01-14 | 赵万山 | Digital display slurry densimeter device |
| CN201378135Y (en) * | 2009-03-25 | 2010-01-06 | 中国石化集团胜利石油管理局井下作业公司 | Liquid and on-line fluid density measuring device |
| US20150096804A1 (en) * | 2013-10-04 | 2015-04-09 | Ultra Analytical Group, LLC | Apparatus, System and Method for Measuring the Properties of a Corrosive Liquid |
| CN204583737U (en) * | 2015-01-26 | 2015-08-26 | 常州市万向科技有限公司 | Universal insulation powered brush |
| CN105043929A (en) * | 2015-08-13 | 2015-11-11 | 中交四航工程研究院有限公司 | Specific gravity bottle for hole-bottom mud of cast-in-situ bored pile and rapid measuring method for specific gravity of hole-bottom mud of cast-in-situ bored pile |
| CN205643072U (en) * | 2016-03-15 | 2016-10-12 | 山东科技大学 | Flat mud hydrometer of rapidogen |
| CN106836085A (en) * | 2017-01-11 | 2017-06-13 | 张心原 | A kind of vehicular Full-automatic road guardrail purging system |
| CN106885756A (en) * | 2015-12-15 | 2017-06-23 | 广州雅纯化妆品制造有限公司 | Material volume density measuring method |
| CN206470150U (en) * | 2016-11-07 | 2017-09-05 | 中国石油集团渤海钻探工程有限公司 | A kind of cementing slurry puddles density actual measurement device |
-
2018
- 2018-03-13 CN CN201810206036.3A patent/CN108225976B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0349437A1 (en) * | 1988-06-30 | 1990-01-03 | Commissariat A L'energie Atomique | Apparatus for the automatic measurement of the apparent weight of a mud suspended in a liquid, system for the automatic measurement of the Ponsar's index of such a mud, using the apparatus, and its use in the conduit in a plant for purifying waste water |
| CN2599565Y (en) * | 2003-03-06 | 2004-01-14 | 赵万山 | Digital display slurry densimeter device |
| CN201378135Y (en) * | 2009-03-25 | 2010-01-06 | 中国石化集团胜利石油管理局井下作业公司 | Liquid and on-line fluid density measuring device |
| US20150096804A1 (en) * | 2013-10-04 | 2015-04-09 | Ultra Analytical Group, LLC | Apparatus, System and Method for Measuring the Properties of a Corrosive Liquid |
| CN204583737U (en) * | 2015-01-26 | 2015-08-26 | 常州市万向科技有限公司 | Universal insulation powered brush |
| CN105043929A (en) * | 2015-08-13 | 2015-11-11 | 中交四航工程研究院有限公司 | Specific gravity bottle for hole-bottom mud of cast-in-situ bored pile and rapid measuring method for specific gravity of hole-bottom mud of cast-in-situ bored pile |
| CN106885756A (en) * | 2015-12-15 | 2017-06-23 | 广州雅纯化妆品制造有限公司 | Material volume density measuring method |
| CN205643072U (en) * | 2016-03-15 | 2016-10-12 | 山东科技大学 | Flat mud hydrometer of rapidogen |
| CN206470150U (en) * | 2016-11-07 | 2017-09-05 | 中国石油集团渤海钻探工程有限公司 | A kind of cementing slurry puddles density actual measurement device |
| CN106836085A (en) * | 2017-01-11 | 2017-06-13 | 张心原 | A kind of vehicular Full-automatic road guardrail purging system |
Non-Patent Citations (1)
| Title |
|---|
| 王亚平 等: "利用比重瓶和称量法测定原油含水率", 《当代化工》, vol. 43, no. 01, pages 76 - 79 * |
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| CN108225976B (en) | 2024-02-23 |
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Effective date of registration: 20240515 Address after: 150001 No. 368 Changjiang Road, Nangang District, Heilongjiang, Harbin, China Patentee after: LONGJIAN ROAD & BRIDGE Co.,Ltd. Country or region after: China Patentee after: Heilongjiang taistesen Engineering Testing Co.,Ltd. Country or region after: China Address before: Room 715, no.800, Chuangshan Road, science and technology innovation city, high tech Industrial Development Zone, Harbin, Heilongjiang Province Patentee before: HEILONGJIANG SHENGSHI XINYU HIGH AND NEW TECHNOLOGY DEVELOPMENT CO.,LTD. Country or region before: China |
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