CN209182195U - A kind of spring bed mud densitometer measuring device - Google Patents
A kind of spring bed mud densitometer measuring device Download PDFInfo
- Publication number
- CN209182195U CN209182195U CN201821851426.8U CN201821851426U CN209182195U CN 209182195 U CN209182195 U CN 209182195U CN 201821851426 U CN201821851426 U CN 201821851426U CN 209182195 U CN209182195 U CN 209182195U
- Authority
- CN
- China
- Prior art keywords
- bed mud
- inner sleeve
- force transmitting
- spring
- measuring device
- 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
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model, which belongs to, is related to field of measuring techniques, provide a kind of spring bed mud densitometer measuring device, it include: mutually nested outer sleeve and inner sleeve, the outer sleeve bottom end opening, top closure simultaneously connects force transmitting board by power transmission pressure pipe, the force transmitting board is installed below the top plate of the inner sleeve, the power transmission pressure pipe without frictionally run through the inner sleeve top plate and be connected respectively with the outer sleeve top plate and the force transmitting board, compressed spring is equipped in the inner sleeve, the compressed spring top is connected with the force transmitting board, bottom end is fixed on the pedestal connecting with the inner sleeve bottom end.The compressed spring of the utility model generates elastic deformation under two active forces that force transmitting board and pedestal transmit, and the size of active force is reflected by the deflection of compressed spring, measures the density value that measuring staff bottom end corresponds to bed mud by transition density value scale.
Description
Technical field
The utility model relates to field of measuring techniques, and in particular to a kind of spring bed mud densitometer measuring device.
Background technique
Currently, the dredging dredging of the river and lake library pool has become the important means of endogenous pollution improvement.Firstly, needing before dredging to silt
Mud thickness is surveyed, to determine dredging sediment and workload;In addition, need to be detected in the region of completion clear during dredging
It becomes silted up and realizes depth, avoid the occurrence of the case where leakage is clear or dredging depth is unsatisfactory for design requirement.
Bed mud is often referred to river and lake library pool bottom recent sediment, the bed mud density value for considering to remove general at present 1.08~
1.8g/cm3In range, density value 1.08,1.2,1.5,1.8g/cm3Bed mud mud, mud and need to be dredged respectively as mud scum, stream
Dredge the Lower Limits of muck soil.Bed mud exploration achievement usually requires that: 1) drawing the deep distributions such as mud scum, stream mud, mud, muck soil
Figure;2) the bed muds siltation volumes such as mud scum, stream mud, mud, muck soil are counted respectively.
Large-scale river and lake fine sediment of reservoir exploration combines drill hole sampling method, Cone Penetration Test, survey frequently with Silas technological system etc.
Bar method carries out;The exploration of brooks and small lakes library pool bed mud and general grass-roots unit, measuring staff method measurement mud depth are also generally made
With;During Dredging Construction, testing staff often uses measuring staff method to detect different parts dredging depth.
Various exploration means features: 1) boating type Silas system has time-saving and efficiency and acquisition information faces feature, simultaneously
Need survey area have certain depth of water, area guarantee, while and vulnerable to water-bed sundries interfere it is stronger, configuration densimeter be directed to
Slurry measurement is more applicable in, is accurate, to density >=1.5g/cm3Mud and muck soil adaptability are poor, or even cannot fit
With;2) drill hole sampling method feature is single-point acquiring column bed mud sample, and the natural density of core cutter method measurement stratified substrate sludge is simultaneously true with this
The thickness of fixed each layering mud, can obtain quantizating index.But drill hole sampling is poor for mud scum and stream mud applicability, becomes silted up under
Mud has certain disturbance, in addition heavy workload, and low efficiency is expensive;3) Cone Penetration Test is carried out using dedicated quiet spy equipment,
Its principle is the bearing capacity that mud is calculated the specific penetration resistance of measuring staff by single point assay mud, so that it is determined that mud is thick
Degree, but operation at sea auxiliary facility is not popularized still, and measurement mud scum, stream mud are poor for applicability;4) measuring staff method is that professional survey crew will
Dedicated measuring staff underthrust perceived by the resistance that meets with to different depth, and survey crew judges the different type bed mud touched
Layer depth calculates each thickness value.The measurement of measuring staff method is simple and easy to do, but precision is affected by many factors, and there has been no quantitatively determine at present
The ability of mud absolute density for mud scum and flows the poor for applicability of mud.
Measuring staff method principle is the thickness read twice using measuring staff to determine different layers bed mud, i.e. measuring staff touches muck surface
When read a depth value, then measuring staff is pushed, when reaching certain resistance, survey crew judges that measuring staff bottom end has been touched
And mud lower surface when read a depth value again, the difference of two depth values is category bed mud thickness.Use such side
When method measures, shape, the size of measuring staff, the size for the power that measuring staff is born directly influence the precision of measurement.
Measuring staff method generallys use the thickness that double measuring staffs read exploration mud respectively at present.A piece lower end is configured with punching chassis
Measuring staff (hereinafter referred to as " I measuring staff "), chassis diameter frequently with measuring staff diameter 50 times (thering is place to be defined as Ф 20cm iron plate),
It is put down gently when measurement into water, measures bed level of the river (i.e. sediment layer crest level);Then, use instead lower end be unworthy of bottom set disk measuring staff (with
It is known as " II measuring staff " down) it firmly pushes and measures mud bottom elevation, the difference of double measurement is considered as the thickness of mud.
At present common measuring staff method equipment there are the shortcomings that:
It is the most economical although measuring staff method is simple and efficient, and do not interfered substantially by underwater obstacle, measuring staff method application at present is still
It is relatively broad, but measuring staff method detect when can not the First Astronautic Research Institute for Measurement and Test pass through sediment layer density;Determining bed mud bottom elevation, often by detecting
Personnel empirically judge that II measuring staff has touched the lower surface of bed mud, read a depth value and convert, to calculate
Silt depth.Measuring staff method measurement bed mud thickness data is affected by human factors larger, measuring staff institute when especially surveying mud bottom
The size for the lower pressure born directly influences the precision of measurement, while measuring staff method can not determine bed mud in measurement process at present
Absolute density.
Utility model content
For the defects in the prior art, the utility model provides a kind of spring bed mud densitometer measuring device, to improve bottom
The precision of mud exploration.
Spring bed mud densitometer measuring device provided by the utility model, comprising: mutually nested outer sleeve and inner sleeve, institute
Outer sleeve bottom end opening is stated, top closure simultaneously connects force transmitting board by power transmission pressure pipe, and the force transmitting board is installed on the inner sleeve
Top plate below, the power transmission pressure pipe without frictionally run through the inner sleeve top plate and respectively with the outer sleeve top plate and institute
It states force transmitting board to be connected, compressed spring is equipped in the inner sleeve, the compressed spring top is connected with the force transmitting board, and bottom end is solid
Due on the pedestal being connect with the inner sleeve bottom end.
Optionally, the inner sleeve lateral wall is equipped with density value scale.
Optionally, the compressed spring is to polish type cylindroid helical-coil compression spring.
Optionally, the force transmitting board is circular metal plate.
Optionally, the power transmission pressure pipe is hollow cylinder.
Optionally, the bottom end of the inner sleeve is connected by screw thread with the pedestal.
Optionally, further include the attachment device being fixed below the pedestal, the attachment device be equipped with for outside
The internal screw thread of measuring staff connection.
Optionally, the outer sleeve, the power transmission pressure pipe, the force transmitting board, the compressed spring, the inner sleeve, institute
The structure axis counterpoise for stating pedestal and the attachment device closes.
Optionally, the compressed spring stroke is between the 20%-80% of all deformation.
The technical effect of the utility model:
1. the compressed spring of the utility model generates elastic deformation under two active forces that force transmitting board and pedestal transmit, lead to
The size of the deflection reflection active force of overcompression spring, measures measuring staff bottom end by transition density value scale and corresponds to the close of bed mud
Angle value.
2. the utility model is portable pressure sensing equipment, simple structure is operated conveniently, the operation letter in shallow die bed waters
Just, bed mud fast, can be accurately detected, stratified density data are obtained, is not passed by the travelings such as shoal, water plant obstruction and acoustical signal
Broadcast barrier zone limitation.
3. the inner sleeve and pedestal of the utility model can be conducive to protection compressed spring with disassembly, cleaning;May be used also when necessary
To re-scale density value scale, the densitometry suitable for not synsedimentary bed mud by displacement compressed spring.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Specific embodiment or attached drawing needed to be used in the description of the prior art are briefly described.In all the appended drawings, similar
Element or part are generally identified by similar appended drawing reference.In attached drawing, each element or part might not be according to actual ratios
It draws.
Fig. 1 is the state for spring bed mud densitometer measuring device pressure in the case where not applying that an embodiment of the present invention provides
Sectional view;
Fig. 2 is that spring bed mud densitometer measuring device shown in FIG. 1 is applying the state close to pressure when down stroke limit
Sectional view;
Fig. 3 is the schematic diagram of density value scale shown in FIG. 1.
Appended drawing reference:
1- outer sleeve;2- power transmission pressure pipe;3- force transmitting board;4- compressed spring;
5- inner sleeve;6- density value scale;7- pedestal;8- attachment device
Specific embodiment
It is described in detail below in conjunction with embodiment of the attached drawing to technical solutions of the utility model.Following embodiment is only
For clearly illustrating the technical solution of the utility model, therefore it is only used as example, and it is originally practical to cannot be used as a limitation limitation
Novel protection scope.
It should be noted that unless otherwise indicated, technical term or scientific term used in this application should be this reality
The ordinary meaning understood with novel one of ordinary skill in the art.
In the description of the present application, it is to be understood that term " density ", "upper", "lower", "top", "bottom" "inner", "outside"
The orientation or positional relationship of equal instructions is to be based on the orientation or positional relationship shown in the drawings, and being merely for convenience of description, this is practical new
Type and simplified description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific orientation
Construction and operation, therefore should not be understood as limiting the present invention.
In this application unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc.
Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral;It can be mechanical connect
It connects, is also possible to be electrically connected;It can be directly connected, can also can be in two elements indirectly connected through an intermediary
The interaction relationship of the connection in portion or two elements.It for the ordinary skill in the art, can be according to specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
In this application unless specifically defined or limited otherwise, fisrt feature in the second feature " on " or " down " can be with
It is that the first and second features directly contact or the first and second features pass through intermediary mediate contact.Moreover, fisrt feature exists
Second feature " on ", " top " and " above " but fisrt feature be directly above or diagonally above the second feature, or be merely representative of
First feature horizontal height is higher than second feature.Fisrt feature can be under the second feature " below ", " below " and " below "
One feature is directly under or diagonally below the second feature, or is merely representative of first feature horizontal height less than second feature.
Fig. 1 is the state for spring bed mud densitometer measuring device pressure in the case where not applying that an embodiment of the present invention provides
Sectional view.Referring to Fig. 1, an embodiment of the present invention provides a kind of spring bed mud densitometer measuring device, comprising: mutually nested
Outer sleeve 1 and inner sleeve 5, outer sleeve 1 and inner sleeve 5 are all made of metal material and are made;1 bottom end opening of outer sleeve is convenient for inner sleeve
Cylinder 5 is in 1 internal slide of outer sleeve;1 top closure of outer sleeve simultaneously connects force transmitting board 3 by power transmission pressure pipe 2;Power transmission pressure pipe 2 is sky
Heart cylindrical body, without the top plate for frictionally running through inner sleeve 5;Force transmitting board 3 is circular metal plate, is installed on the top plate of inner sleeve 5;It passes
2 both ends of pipe are forced to be connected with 1 top plate of outer sleeve and force transmitting board 3 respectively;The bottom end of inner sleeve 5 is connected by screw thread with pedestal 7, interior
Compressed spring 4 is equipped in sleeve 5,4 top of compressed spring is connected with force transmitting board 3, and bottom end is connected with pedestal 7;Attachment device 8 is fixed
Below pedestal 7, attachment device 8 is equipped with the internal screw thread for connecting with external measuring staff.
Inner sleeve 5 can slide in outer sleeve 1, so that force transmitting board 3 acts on the top of compressed spring 4, and compressed spring 4
Bottom end be placed on pedestal 7, compression travel is controlled by limit;The lower face of force transmitting board 3 is placed in compressed spring 4, upper face
It is contacted with 5 top board undersurface of inner sleeve and constitutes the limit of 1 upward stroke of outer sleeve, pedestal 7 limits 1 downward stroke of outer sleeve, in this way
It can guarantee 4 stroke of compressed spring between the 20%-80% of all deformation.
Fig. 2 is that spring bed mud densitometer measuring device shown in FIG. 1 is applying the state close to pressure when down stroke limit
Sectional view.Referring to fig. 2, it pushes power and acts on outer sleeve 1, the downward active force of outer sleeve 1 is passed to compressed spring by force transmitting board 3
4,4 bottom end of compressed spring is fixed on pedestal 7, and pedestal 7 bears the next bed mud of the transmitting of attachment device 8 to spring densitometer measuring device
Reaction force, the reaction force that the different bed mud of density generates is different, stroke of the compressed spring 4 in the case where pushing power effect by
Limitation, uplink are limited by 3 top surface of force transmitting board and 5 top board undersurface of inner sleeve, limit of the downlink by 1 top board undersurface of outer sleeve
System, ensure that the uniform modulus relationship between spring deformation and pressure.
The compressed spring 4 of the utility model generates elastic deformation under two active forces that force transmitting board 3 and pedestal 7 transmit,
The size for reflecting active force by the deflection of compressed spring 4 measures measuring staff bottom end by transition density value scale 6 and corresponds to bed mud
Density value.
Fig. 3 is the schematic diagram of density value scale 6 shown in FIG. 1.Referring to Fig. 3,5 lateral wall of inner sleeve is equipped with density value scale
6.6 range of density value scale is 7 upper edge of pedestal to 1 lower edge of outer sleeve.For external force in spring-compressed, outer sleeve 1 is opposite
Inner sleeve 5 moves down, and lower edge indicates the bed mud density at the active force respective depth.
Compressed spring 4 used by the utility model is that equal stiffness factors equal pitch polishes type cylindroid helical-coil compression spring
4, stiffness factor is definite value in certain stroke, can be reflected in real time during exploration by the deflection of compressed spring 4
It pressurizes when passing through dynamics, a layer density is passed through in conjunction with the determination of density value scale 6, to determine interface depth under bed mud.
Referring to Fig. 1, outer sleeve 1, power transmission pressure pipe 2, force transmitting board 3, compressed spring 4, inner sleeve 5, pedestal 7 and attachment device 8
Structure axis counterpoise close.
When surveying interface under mud using II measuring staff to apply measuring staff method acquisition sediment layer density value, and overcome, merely
Human error caused by by detection personnel's experience, using the spring bed mud densitometer measuring device of the utility model in shallow die bed
On the basis of waters combines drill hole sampling method or advanced SILAS system bed mud Detection Techniques, main body expansion detection density is greater than etc.
In 1.5g/cm3The identification control ability of bed mud density measurement and bed mud lower bound, and to the above two in the obstacles such as shallow water beach or water plant
Region measurement inadaptability provides method supplement.
The utility model provides a kind of spring bed mud densitometer measuring device, is mounted on the top or top of II measuring staff,
It is pressurized during passing through bed mud downwards under II measuring staff, can directly read the density value of sediment layer at different depth.To big
On the basis of measuring mud, muck soil mechanics, density parameter data statistic analysis and calculating conversion, then by a survey area
The analysis of Uniformity and meter field calibration of mud mark the corresponding mud of spring deflection on meter ready for use
Density value improves bed mud measuring staff facility, obtains bed mud density and quantitatively measures effect.
The utility model is portable pressure sensing equipment, and simple structure operates conveniently, the operation letter in shallow die bed waters
Just, bed mud fast, can be accurately detected, stratified density data are obtained, is not passed by the travelings such as shoal, water plant obstruction and acoustical signal
Broadcast barrier zone limitation;Applicability defect existing for original and advanced technology will be relatively well made up, it can be quick, convenient, economical
Ground provides accurate, reliable bed mud survey data for river and lake library pool ecological dredging engineering, has preferable market promotion prospect and makes
With value.
The inner sleeve 5 and pedestal 7 of the utility model can be conducive to protection compressed spring 4 with disassembly, cleaning;May be used also when necessary
To re-scale density value scale 6, the densitometry suitable for not synsedimentary bed mud by displacement compressed spring 4.
The utility model can be applied to following aspect: 1. water area condition is analyzed;2. influence factor determines;3. density resistance mark
It is fixed;4. field test;5. the all-sided implementation;6. Analysis on Results arranges.
In the specification of the utility model, numerous specific details are set forth.It is to be appreciated, however, that the reality of the utility model
Applying example can practice without these specific details.In some instances, well known method, knot is not been shown in detail
Structure and technology, so as not to obscure the understanding of this specification.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show
The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example
Point is contained at least one embodiment or example of the utility model.In the present specification, to the schematic table of above-mentioned term
It states and is necessarily directed to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be with
It can be combined in any suitable manner in any one or more of the embodiments or examples.In addition, without conflicting with each other, this field
Technical staff can by the feature of different embodiments or examples described in this specification and different embodiments or examples into
Row combination and combination.
Finally, it should be noted that the above various embodiments is only to illustrate the technical solution of the utility model, rather than it is limited
System;Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should
Understand: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of
Technical characteristic is equivalently replaced;And these are modified or replaceed, it does not separate the essence of the corresponding technical solution, and this is practical new
The range of each embodiment technical solution of type, should all cover in the claim of the utility model and the range of specification.
Claims (9)
1. a kind of spring bed mud densitometer measuring device characterized by comprising mutually nested outer sleeve and inner sleeve, it is described
Outer sleeve bottom end opening, top closure simultaneously connect force transmitting board by power transmission pressure pipe, and the force transmitting board is installed on the inner sleeve
Below top plate, the power transmission pressure pipe without the top plate for frictionally running through the inner sleeve and respectively with the outer sleeve top plate and described
Force transmitting board is connected, and compressed spring is equipped in the inner sleeve, and the compressed spring top is connected with the force transmitting board, and bottom end is fixed
In on the pedestal being connect with the inner sleeve bottom end.
2. spring bed mud densitometer measuring device according to claim 1, which is characterized in that the inner sleeve lateral wall is equipped with
Density value scale.
3. spring bed mud densitometer measuring device according to claim 1, which is characterized in that the compressed spring is to polish type
Cylindroid helical-coil compression spring.
4. spring bed mud densitometer measuring device according to claim 1, which is characterized in that the force transmitting board is circular metal
Plate.
5. spring bed mud densitometer measuring device according to claim 1, which is characterized in that the power transmission pressure pipe is open circles
Cylinder.
6. spring bed mud densitometer measuring device according to claim 1, which is characterized in that the bottom end of the inner sleeve passes through
Screw thread is connected with the pedestal.
7. spring bed mud densitometer measuring device according to claim 1, which is characterized in that further include being fixed on the pedestal
The attachment device of lower section, the attachment device are equipped with the internal screw thread for connecting with external measuring staff.
8. spring bed mud densitometer measuring device according to claim 7, which is characterized in that the outer sleeve, the power transmission
Pressure pipe, the force transmitting board, the compressed spring, the inner sleeve, the pedestal and the attachment device structure axis counterpoise
It closes.
9. spring bed mud densitometer measuring device according to claim 1 to 8, which is characterized in that the compression bullet
Spring stroke is between the 20%-80% of all deformation.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821851426.8U CN209182195U (en) | 2018-11-09 | 2018-11-09 | A kind of spring bed mud densitometer measuring device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821851426.8U CN209182195U (en) | 2018-11-09 | 2018-11-09 | A kind of spring bed mud densitometer measuring device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209182195U true CN209182195U (en) | 2019-07-30 |
Family
ID=67363888
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821851426.8U Expired - Fee Related CN209182195U (en) | 2018-11-09 | 2018-11-09 | A kind of spring bed mud densitometer measuring device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209182195U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112255140A (en) * | 2020-10-10 | 2021-01-22 | 柳州工学院 | Intelligent liquid density detector |
-
2018
- 2018-11-09 CN CN201821851426.8U patent/CN209182195U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112255140A (en) * | 2020-10-10 | 2021-01-22 | 柳州工学院 | Intelligent liquid density detector |
CN112255140B (en) * | 2020-10-10 | 2023-07-25 | 柳州工学院 | Intelligent detector for liquid density |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101620275A (en) | Hydrogeololgic comprehensive prospecting method for coal deposit | |
CN106442937B (en) | A kind of novel sea shallow-layer soil strength variation detection system and its appraisal procedure | |
US6701771B2 (en) | Multi-friction sleeve penetrometer apparatus and method | |
CN109930580B (en) | Static sounding system suitable for shallow sea area and application method thereof | |
CN109057784A (en) | The method of rock mass regular tenacity parameter is quickly determined using Rock Cutting intensity | |
CN103968883A (en) | Sludge detection method and instrument | |
CN209182195U (en) | A kind of spring bed mud densitometer measuring device | |
CN112963145B (en) | Method for predicting capacity of carbonate reservoir gas well | |
CN103061320A (en) | Method for determining soil permeability coefficient on basis of piezocone sounding | |
CN108253933A (en) | Super-long Bored Piles elevation real-time detecting system and detection method | |
CN112145165A (en) | Dynamic and static permeability conversion method for micro-crack-pore type reservoir | |
CN208432576U (en) | A kind of concrete ultrasonic velocity test device | |
CN2876707Y (en) | Monitor for ground movement | |
CN112185469B (en) | Method for predicting favorable gathering area of sea natural gas hydrate | |
CN203365432U (en) | Soil-water characteristic curve testing instrument applicable to special coarse-grained soil | |
Bennett et al. | Geoacoustic and geological characterization of surficial marine sediments by in situ probe and remote sensing techniques | |
Demars et al. | Measurement of wave‐induced pressures and stresses in a sandbed | |
CN207894914U (en) | The device of in situ measurement sea-sediment interface position and mechanical characteristic | |
Dalton et al. | Acquisition and interpretation of water-level data | |
CN115980758A (en) | Mud line position tester integrated in seabed in-situ equipment and identification method | |
Ali et al. | A traversing system to measure bottom boundary layer hydraulic properties | |
Harvey et al. | Measurement of hydraulic properties in deep lake sediments using a tethered pore pressure probe: Applications in the Hamilton Harbour, western Lake Ontario | |
CN112014881B (en) | Water flooding speed prediction method based on time lapse earthquake | |
CN203502329U (en) | Three-directional swelling-shrinking instrument | |
CN208239146U (en) | Underwater mud scum measures sampler |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190730 Termination date: 20211109 |