CN105019887B - Differential depth of mud tester - Google Patents
Differential depth of mud tester Download PDFInfo
- Publication number
- CN105019887B CN105019887B CN201510423301.XA CN201510423301A CN105019887B CN 105019887 B CN105019887 B CN 105019887B CN 201510423301 A CN201510423301 A CN 201510423301A CN 105019887 B CN105019887 B CN 105019887B
- Authority
- CN
- China
- Prior art keywords
- capillary
- mud
- differential
- liquid cabin
- differential pressure
- 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
Landscapes
- Measuring Fluid Pressure (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention discloses a kind of differential depth of mud testers, including：Semi-enclosed shell, along its length upper spaced at least two liquid cabin, the differential pressure pickup for measuring capillary overpressure on capillary, are set to the data processing equipment for being installed in shell and being electrically connected with differential pressure pickup at the capillary for connecting liquid cabin, the display unit being electrically connected with the data processing equipment, and for electric installation.Present inventive concept is exquisite, has the advantages that easy to operate, test speed is fast and reliability is high, can accurately measure the depth of mud and remind construction personnel, not only can guarantee construction quality, but also can save economic cost.
Description
Technical field
The invention belongs to testing equipment field, especially a kind of depth of mud detector.
Background technology
The method of existing cast-in-situ bored pile generally use mud off carries out wet construction, meeting when last casting concrete
There is certain mud residue, is covered in the upper layer of concrete mortar.
The method being substantially inserted into using drill rod in engineering, feels to be measured this depth of mud, certainly by worker
Fixed last placing concrete amount number.
There is this test method unreliability, the amount of pouring can mostly cause waste of material, and the amount of pouring is few, and it will cause perfusions
Quality of pile is not up to standard.
Invention content
Goal of the invention：A kind of differential depth of mud detector is provided, to solve the above problem of the existing technology.
Technical solution：A kind of differential depth of mud tester, including：Semi-enclosed shell, along its length upper interval
The capillary of at least two liquid cabins, connection liquid cabin that are arranged is used to measure capillary overpressure on capillary
Differential pressure pickup is set to the data processing equipment for being installed on and being electrically connected in shell and with differential pressure pickup, at the data
The display unit of device electrical connection is managed, and for electric installation.
In a further embodiment, the liquid cabin laterally has open ports, upper and lower ends sealing.Between liquid cabin
Spacing be 0.8 to 1.2 meter.The capillary is provided at both ends with sheet rubber and extends in two liquid cabins, the sheet rubber
It is closely connect with inner walls by a rubber ring.
In a further embodiment, tester further includes the letter being connected between differential pressure pickup and data processing equipment
Number amplifying device and A/D converter.In a still further embodiment, tester further includes being installed on shell and and data processing
The warning lamp and jingle bell of device signal connection.Described for electric installation includes accumulator and AC power.The differential pressure pickup is logical
It crosses data line to connect with data processing equipment, is provided with the plastic tube of airtight connection in liquid cabin, the data line is from plastic tube
In pass through.
Advantageous effect：Present inventive concept is exquisite, has the advantages that easy to operate, test speed is fast and reliability is high, can
The accurate depth for measuring mud simultaneously reminds construction personnel, not only can guarantee construction quality, but also can save economic cost.
Description of the drawings
Fig. 1 is the front view of the present invention.
Fig. 2 is the longitudinal sectional view of the present invention.
Fig. 3 is the structural schematic diagram of capillary of the present invention and liquid cabin interconnecting piece.
Fig. 4 is the structural schematic diagram that hollow plastic pipe of the present invention passes through liquid cabin.
Specific implementation mode
As depicted in figs. 1 and 2, differential depth of mud tester of the invention includes mainly：Semi-enclosed shell 10, liquid
Body storehouse 4, capillary 5, differential pressure pickup 6, data processing equipment 3, display unit 1 and for electric installation 2.
Wherein, the upper interval setting along its length of liquid cabin 4, between capillary 5 connects liquid cabin, differential pressure pickup 6
In on capillary, for measuring capillary overpressure.Data processing equipment 3, which is set to, to be installed in shell and and differential pressure pickup
Electrical connection, display unit 1 be electrically connected with the data processing equipment, and for electric installation 2 is above-mentioned part or all of Denso
Set power supply.
In this embodiment, liquid cabin has certain interval, when it is located in different liquid or colloid, between
Pressure difference can change, if pressure difference numerical value is more than set threshold value, then it is assumed that reach mud and cement colloid
Interface, to remind engineers and technicians.It is at this time the depth of mud to the distance of lower section liquid cabin from liquid level.Therefore,
The present invention is more accurate than the prior art, and operates also very simple.
In a further embodiment, normal fortune of the pressure without influencing instrument can be provided for guarantee mud and cement colloid
Row, the liquid cabin laterally have open ports, upper and lower ends sealing.According to existing engineering situation, between liquid cabin between
Away from being 0.8 to 1.2 meter, within this range, the distance needed for practical measurement can be met and larger pressure difference is provided.It needs
It is bright, it is fathomed and the density of mud and colloid according to required, adjusts the spacing of liquid cabin, be allowed to have in different solutions
There is more apparent pressure change.
In a further embodiment, in order to realize that the accurate measurement of pressure difference, the capillary are provided at both ends with rubber
It film 8 and extends in two liquid cabins, the sheet rubber 8 is closely connect by a rubber ring 7 with inner walls.Meanwhile in order to
Measuring accuracy is improved, injects hydraulic oil in capillary.Pressure is transmitted to by the solution into liquid cabin by the sheet rubber 8 of sealing
Capillary, and then generate pressure difference and incuded by differential pressure pickup and transmit.
In a still further embodiment, for timely processing information, testing efficiency is improved, tester further includes being connected to
Signal amplifying apparatus between differential pressure pickup and data processing equipment and A/D converter.Its mould for transmitting differential pressure pickup
Quasi- signal is amplified, and is converted to digital signal, is handled and is obtained the pressure difference of liquid in upper and lower liquid cabin.
In a still further embodiment, further include the warning lamp for being installed on shell and being connect with data processing equipment signal
And jingle bell.
To prevent the insufficient situation of power supply volume, the normal work of instrument is influenced, described for electric installation includes accumulator
And AC power.When extraneous unpowered or extraneous power supply are interrupted suddenly, accumulator can provide power supply for instrument, ensure instrument just
Often work.
The differential pressure pickup is connect by data line with data processing equipment, and the modeling of airtight connection is provided in liquid cabin
Expects pipe 9, the data line are passed through from plastic tube 9.
In use, enter the formation pressure of upper and lower liquid cabin using mud and cement colloid, by sheet rubber by this pressure
Power passes to the hydraulic oil in capillary, so that differential pressure pickup sensed pressure difference and transmission of analogue signal, host will press
The analog signal that gap sensor transmits is amplified, and is converted to digital signal, is handled and is obtained the pressure of liquid in upper and lower liquid cabin
Force difference numerical value, and shown in suggestion device.
When the equipment reaches the interface of mud and cement colloid, which will produce mutation, be more than set
Threshold value, suggestion device will send out alerting signal.The present invention is easy to operate, and test speed is fast, and reliability is high, can accurately measure
Depth of mud simultaneously reminds construction personnel in time, ensures construction quality, saves economic cost.
The preferred embodiment of the present invention has been described above in detail, still, during present invention is not limited to the embodiments described above
Detail can carry out a variety of equivalents to technical scheme of the present invention within the scope of the technical concept of the present invention, this
A little equivalents all belong to the scope of protection of the present invention.It is further to note that described in above-mentioned specific implementation mode
Each particular technique feature can be combined by any suitable means in the case of no contradiction.In order to avoid not
Necessary repetition, the present invention no longer separately illustrate various combinations of possible ways.In addition, a variety of different implementations of the present invention
Arbitrary combination can also be carried out between mode, as long as it does not violate the idea of the present invention, it is public equally to should be considered as institute of the invention
The content opened.
Claims (5)
1. a kind of differential depth of mud tester, which is characterized in that including：Semi-enclosed shell (10), along its length on
Spaced at least two liquid cabin (4), is used to measure capillary the capillary (5) for connecting liquid cabin on capillary
The differential pressure pickup (6) of overpressure is set to the data processing equipment for being installed on and being electrically connected in shell and with differential pressure pickup
(3), the display unit (1) being electrically connected with the data processing equipment, and for electric installation (2)；The lateral tool of the liquid cabin
There are open ports, upper and lower ends sealing；
The differential pressure pickup is connect by data line with data processing equipment, and the plastics of airtight connection are provided in liquid cabin
Pipe, the data line are passed through from plastic tube；
The capillary is provided at both ends with sheet rubber and extends in two liquid cabins, and the sheet rubber passes through a rubber ring and shell
Internal wall closely connects；Hydraulic oil is injected in capillary；
In use, entering the formation pressure of upper and lower liquid cabin using mud and cement colloid, pressure transmission is given by sheet rubber
Hydraulic oil in capillary, so that differential pressure pickup sensed pressure difference and transmission of analogue signal, host is by differential pressure pickup
The analog signal transmitted is amplified, and is converted to digital signal, handles and obtain the pressure difference numerical value of liquid in upper and lower liquid cabin,
And it is shown in suggestion device；When the tester reaches the interface of mud and cement colloid, which can produce
Raw mutation, is more than set threshold value, and suggestion device will send out alerting signal.
2. differential depth of mud tester as described in claim 1, which is characterized in that the spacing between liquid cabin is 0.8
To 1.2 meters.
3. differential depth of mud tester as claimed in claim 2, which is characterized in that further include being connected to differential pressure pickup
Signal amplifying apparatus between data processing equipment and A/D converter.
4. differential depth of mud tester as claimed in claim 2, which is characterized in that further include be installed on shell and with number
The warning lamp and jingle bell connected according to processing unit signal.
5. differential depth of mud tester as claimed in claim 2, which is characterized in that described for electric installation includes accumulator
And AC power.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510423301.XA CN105019887B (en) | 2015-07-17 | 2015-07-17 | Differential depth of mud tester |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510423301.XA CN105019887B (en) | 2015-07-17 | 2015-07-17 | Differential depth of mud tester |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105019887A CN105019887A (en) | 2015-11-04 |
| CN105019887B true CN105019887B (en) | 2018-10-23 |
Family
ID=54410130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510423301.XA Expired - Fee Related CN105019887B (en) | 2015-07-17 | 2015-07-17 | Differential depth of mud tester |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105019887B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191509897A (en) * | 1915-07-07 | 1916-05-25 | Frederic Hollocoombe Clift | An Improved Method of and Means for Indicating and Recording the Depth or Height of a Fluid contained in a Vessel. |
| CN2251714Y (en) * | 1995-05-30 | 1997-04-09 | 雷良榆 | Floating differential pressure interface-liquid level transducer |
| US5791187A (en) * | 1995-07-10 | 1998-08-11 | Changmin Co., Ltd. | Level measurement method using measurements of water column pressure therefor |
| CN2438115Y (en) * | 2000-06-15 | 2001-07-04 | 华北石油管理局录井处 | Logging mud density sensor |
| RU2188396C2 (en) * | 1999-06-02 | 2002-08-27 | Открытое акционерное общество "Автоматизация трубопроводного транспорта" | Method of measurement of level, density, interface and temperature of liquid in reservoir and device for its embodiment |
| CN2656954Y (en) * | 2003-09-24 | 2004-11-17 | 高轶群 | Density liqid level temp. interface measurer for oil storage tank |
| US6928862B1 (en) * | 2003-12-04 | 2005-08-16 | Bryce V. Robbins | Method of monitoring dual-phase liquid and interface levels |
| CN200989805Y (en) * | 2006-08-23 | 2007-12-12 | 潍坊市阿波罗散热器制造有限公司 | Differential pressure liquid level detector |
| CN202886230U (en) * | 2012-11-12 | 2013-04-17 | 西安宝德自动化股份有限公司 | Drilling fluid density measuring instrument |
| CN103076063A (en) * | 2013-01-21 | 2013-05-01 | 南京理工大学 | Optical fiber grating water and soil interface sensor and manufacturing and installation method thereof |
| CN104457900A (en) * | 2013-09-13 | 2015-03-25 | 贵州路漫漫知识产权服务有限公司 | Fluid interface measuring device and measuring method thereof |
-
2015
- 2015-07-17 CN CN201510423301.XA patent/CN105019887B/en not_active Expired - Fee Related
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB191509897A (en) * | 1915-07-07 | 1916-05-25 | Frederic Hollocoombe Clift | An Improved Method of and Means for Indicating and Recording the Depth or Height of a Fluid contained in a Vessel. |
| CN2251714Y (en) * | 1995-05-30 | 1997-04-09 | 雷良榆 | Floating differential pressure interface-liquid level transducer |
| US5791187A (en) * | 1995-07-10 | 1998-08-11 | Changmin Co., Ltd. | Level measurement method using measurements of water column pressure therefor |
| RU2188396C2 (en) * | 1999-06-02 | 2002-08-27 | Открытое акционерное общество "Автоматизация трубопроводного транспорта" | Method of measurement of level, density, interface and temperature of liquid in reservoir and device for its embodiment |
| CN2438115Y (en) * | 2000-06-15 | 2001-07-04 | 华北石油管理局录井处 | Logging mud density sensor |
| CN2656954Y (en) * | 2003-09-24 | 2004-11-17 | 高轶群 | Density liqid level temp. interface measurer for oil storage tank |
| US6928862B1 (en) * | 2003-12-04 | 2005-08-16 | Bryce V. Robbins | Method of monitoring dual-phase liquid and interface levels |
| CN200989805Y (en) * | 2006-08-23 | 2007-12-12 | 潍坊市阿波罗散热器制造有限公司 | Differential pressure liquid level detector |
| CN202886230U (en) * | 2012-11-12 | 2013-04-17 | 西安宝德自动化股份有限公司 | Drilling fluid density measuring instrument |
| CN103076063A (en) * | 2013-01-21 | 2013-05-01 | 南京理工大学 | Optical fiber grating water and soil interface sensor and manufacturing and installation method thereof |
| CN104457900A (en) * | 2013-09-13 | 2015-03-25 | 贵州路漫漫知识产权服务有限公司 | Fluid interface measuring device and measuring method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105019887A (en) | 2015-11-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| AU2016343320B2 (en) | Test system and test method for detecting cement content in pile body of cement mixing pile in real-time | |
| CN104631517B (en) | Cast-in-situ bored pile concrete interface monitoring device and method | |
| CN107621533A (en) | A kind of humidity sensor for being used to detect soil | |
| CN103437358A (en) | Concrete pouring control system and method for cast-in-place pile | |
| CN103643703A (en) | Intelligent monitoring device and method for underwater concrete pouring elevation | |
| CN203929586U (en) | A kind of soil infiltration automatic water supplement and measurement mechanism | |
| CN104179492B (en) | Stake holes sediment measures system | |
| CN103485268B (en) | Informationalized intelligent grouting system for road | |
| CN204919631U (en) | Automatic monitoring underwater concrete fills device of elevation | |
| CN103968883A (en) | Sludge detection method and instrument | |
| CN104931353B (en) | Coal column plastic zone method of testing and test device | |
| CN106643649B (en) | Device and method for measuring deep settlement and pore water pressure of soil body | |
| CN105019887B (en) | Differential depth of mud tester | |
| CN103743893B (en) | A kind of Cement Concrete Pavement Slab humidity gradient method of testing | |
| CN104807422A (en) | Automatic testing device and method for jacking bridge and culvert position | |
| CN205448987U (en) | Structural distortion who utilizes laser sensors measures and collection system | |
| CN204612681U (en) | Jacking bridge and culvert position automatic testing equipment | |
| CN104698079A (en) | Steel pipe void ultrasonic online detection system | |
| CN105806434A (en) | System for measuring flow of open channel | |
| CN206095327U (en) | Compound multichannel flowmeter and flow metering device thereof | |
| CN109695261A (en) | Underwater gliders interface pressure difference monitoring device and method | |
| CN206095352U (en) | Differential pressure liquid level changer of measurable quantity layering density | |
| CN103837582A (en) | Micro-damage rammed earth salt measurement front-end structure for earthen archaeological site protection | |
| CN202583182U (en) | Grout water-cement ratio meter | |
| CN203835370U (en) | Zigbee well-cementation platform based multi-parameter measurement monitoring system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181023 Termination date: 20210717 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |