CN206410634U - A kind of frozen soil pipe stretching structure and equipment - Google Patents
A kind of frozen soil pipe stretching structure and equipment Download PDFInfo
- Publication number
- CN206410634U CN206410634U CN201621392816.4U CN201621392816U CN206410634U CN 206410634 U CN206410634 U CN 206410634U CN 201621392816 U CN201621392816 U CN 201621392816U CN 206410634 U CN206410634 U CN 206410634U
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- China
- Prior art keywords
- frozen soil
- soil pipe
- support
- stretching structure
- rope
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Abstract
The utility model embodiment provides a kind of frozen soil pipe stretching structure and equipment, belongs to technical field of measuring equipment.The frozen soil pipe stretching structure includes being located at the frozen soil pipe below earth's surface, it is arranged at the rope of the frozen soil pipe stretching support near the frozen soil pipe and being fixed in earth's surface and the connection frozen soil pipe stretching support and frozen soil pipe, wherein, the rope can be moved up and down along gravity direction, be lifted with the inner tube to the frozen soil pipe.The utility model can effectively be protected to frozen soil pipe, so as to extend its use time.
Description
Technical field
The utility model is related to technical field of measuring equipment, in particular to a kind of frozen soil pipe stretching structure and equipment.
Background technology
Frozen soil refers to the soil containing moisture because temperature drop to 0 DEG C or less is in the state freezed.Undertake frozen soil sight
The weather station of survey, level and thereon is freezed in main position and length according to water freezing in the freezing meter being buried in the earth to determine
Limit and minimum air velocity.Freezing meter is made up of outer tube and inner tube.
Inventor has found that the rubber tube partial-length of current outer tube is about 2 meters, and the water column of inner tube there is frozen under study for action
Knot.When artificial observation, due to inner tube do not allow it is easily stretchable, often cause inner tube there icicle be broken off, and with
Increasing for observation frequency, is easily damaged outer tube.In addition, the chain of inner tube there is also easily damaged, so that it cannot carry out follow-up
Observation, very big trouble is brought to research work.
Utility model content
The purpose of the utility model embodiment is to provide a kind of frozen soil pipe stretching structure and equipment, it is intended to which frozen soil pipe is entered
Row effectively protection, so as to extend its use time.
In a first aspect, a kind of frozen soil pipe stretching structure that the utility model embodiment is provided, including below earth's surface
Frozen soil pipe, is arranged at the frozen soil pipe stretching support near the frozen soil pipe and being fixed in earth's surface and connects the frozen soil pipe and draw
The rope of support and frozen soil pipe is stretched, wherein, the rope can be moved up and down along gravity direction, with to the frozen soil pipe
Inner tube lifted.
Preferably, the frozen soil pipe stretching support includes the first support installed along gravity direction and horizontally disposed
Second support, the first support is fixedly connected with second support.
Preferably, the first support and second support include at least two sections travel(l)ing rests, adjacent two sections of activities branch respectively
To be flexibly connected between frame, to adjust the total length of the first support and second support.
Preferably, the connected mode between adjacent two sections of travel(l)ing rests is screw thread or snaps connection mode.
Preferably, the free end of the second support is installed with pulley, and the rope is located on the pulley, wherein,
One end of the rope is extended at the second support by the first support, the other end is connected with the frozen soil pipe.
Preferably, handle is installed, one end of the rope is mutually wound with the handle in the second support, wherein,
The handle can be rotated or static relative to the second support.
Preferably, the surface overcoat of the frozen soil pipe has for heat-insulated and protection multiple tube.
Preferably, it is provided with graduation mark on the frozen soil pipe stretching support.
Second aspect, a kind of frozen soil pipe stretcher that the utility model embodiment is provided, including frozen soil pipe stretching structure
And it is arranged at the temperature meter for determining the soil moisture near the frozen soil pipe.
Preferably, the frozen soil pipe stretcher also includes the data processing equipment being connected with the temperature meter, should
Data processing equipment is used for the test result for obtaining the temperature meter, and the test result is sent into remote service in real time
Device.
A kind of frozen soil pipe stretching structure that the utility model embodiment is provided, by the way that frozen soil pipe is installed on below earth's surface,
Frozen soil can be measured, frozen soil pipe stretching support is set near frozen soil pipe, and by be connected to frozen soil pipe stretch support and
Rope between frozen soil pipe is lifted to the inner tube of frozen soil pipe along gravity direction, and the icicle being located in inner tube can be avoided to be rolled over
Disconnected, chain in effective protection inner tube and the inner tube etc. increases its use time.
Further, a kind of frozen soil pipe stretcher that the utility model embodiment is provided, also sets up near frozen soil pipe
There is the temperature meter for determining the soil moisture, and sent the test result of the temperature meter by data processing equipment
To far-end server, so that the reliability being transmitted to test result is improved, to obtain accurate data.
To enable above-mentioned purpose of the present utility model, feature and advantage to become apparent, preferred embodiment cited below particularly, and
Coordinate appended accompanying drawing, be described in detail below.
Brief description of the drawings
, below will be to required in embodiment in order to illustrate more clearly of the technical scheme of the utility model embodiment
The accompanying drawing used is briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore not
The restriction to scope is should be considered as, for those of ordinary skill in the art, on the premise of not paying creative work,
Other related accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is a kind of composition frame chart for frozen soil pipe stretcher that the utility model embodiment is provided.
Fig. 2 is a kind of overall structure diagram for frozen soil pipe that the utility model embodiment is provided.
Fig. 3 is the overall structure diagram of the inner tube of the frozen soil pipe shown in Fig. 2.
Fig. 4 is a kind of dimensional structure diagram for frozen soil pipe stretching structure that the utility model embodiment is provided.
Fig. 5 is a kind of planar structure of the frozen soil pipe stretching structure of the utility model embodiment offer under the first visual angle
Schematic diagram.
Scheming acceptance of the bid note is respectively：
Icon collects：100- frozen soil pipe stretchers；200- frozen soil pipe stretching structures；300- temperature meters；400- numbers
According to processing unit；500- far-end servers；201- frozen soil pipes；202- frozen soil pipe stretches support；203- ropes；204- draw rings；
205- pulleys；206- handles；2011- outer tubes；2012- inner tubes；2013- discharges water screw；2014- is linked up with；2015- chains.
Embodiment
The rubber tube partial-length of current outer tube is about 2 meters, and the water column of inner tube there is frozen.Artificial observation when
Wait, because inner tube is not allowed easily stretchable, often the icicle of inner tube there is broken off, and increasing with observation frequency is held
Fragile outer tube.In addition, being also easily damaged the chain of inner tube there, so that it cannot subsequently being observed, research work band is given
Very big trouble is carried out.
In consideration of it, designer of the present utility model is by long-term exploration and trial, and multiple experiment and effort, no
Disconnected reform and innovation, have devised a kind of frozen soil pipe stretching structure and equipment, can preferably improve above mentioned problem.
To make the purpose, technical scheme and advantage of the utility model embodiment clearer, below in conjunction with this practicality
Accompanying drawing in new embodiment, the technical scheme in the utility model embodiment is clearly and completely described, and shows
So, described embodiment is a part of embodiment of the present utility model, rather than whole embodiments.Based on this reality
With the embodiment in new, it is all that those of ordinary skill in the art are obtained on the premise of creative work is not made
Other embodiment, belongs to the scope of the utility model protection.Therefore, it is of the present utility model to what is provided in the accompanying drawings below
The detailed description of embodiment is not intended to limit claimed scope of the present utility model, but it is new to be merely representative of this practicality
The selected embodiment of type.
In description of the present utility model, it is to be understood that term " length ", " width ", " on ", " under ", " left side ",
The orientation or position relationship of the instruction such as " right side ", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " are based on shown in the drawings
Orientation or position relationship, are for only for ease of description the utility model and simplify description, rather than indicate or imply signified set
Standby or element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to the utility model
Limitation.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or
Implicitly include one or more this feature.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it further need not be defined and explained in subsequent accompanying drawing.
As shown in figure 1, being a kind of composition frame chart for frozen soil pipe stretcher 100 that the utility model embodiment is provided.Should
Frozen soil pipe stretcher 100 can include frozen soil pipe stretching structure 200 and temperature meter 300.Wherein, the temperature meter
300 are installed on below the earth's surface of the near zone of the frozen soil pipe stretching structure 200, to determine the soil moisture.In the present embodiment,
The frozen soil pipe stretching structure 200 is arranged on to the location for having natural cover in observation area.In addition, the temperature meter
300 and the distance of the frozen soil pipe stretching structure 200 are about 50 centimetres.
In order to which the test result to the temperature meter 300 is transmitted and analyzed, also set up on the earth's surface
There is data processing equipment 400, the data processing equipment 400 enters in a wired or wireless manner with the temperature meter 300
Row connection.In the present embodiment, the data processing equipment 400 can obtain the test result of the temperature meter 300, and should
Test result is sent to a far-end server 500 by network in real time, to analyze etc. the test result.
As shown in Fig. 2 being a kind of overall structure diagram for frozen soil pipe 201 that the utility model embodiment is provided.Wherein,
The frozen soil pipe 201 includes outer tube 2011, inner tube 2012 and is arranged at the draw ring 204 at the top of inner tube 2012.The outer tube
2011 can be an ebonite tube, and graduation mark is indicated in the side of the outer tube 2011.Said inner tube 2012 can be a soft rubber
Pipe, graduation mark is also indicated in the side of the inner tube 2012.The zero graduation line holding of the outer tube 2011 and inner tube 2012 is concordant, and
With earth's surface in same level.In addition, the draw ring 204 can be an annular, the draw ring 204 is consolidated with said inner tube 2012
Fixed connection.For example, setting a raised structures with through hole, the raised structures and said inner tube 2012 at the top of inner tube 2012
It is integrally formed.The draw ring 204 penetrated in the raised structures by the through hole, is consolidated so as to realize with said inner tube 2012
Fixed connection.In the present embodiment, about 50 centimetres of the distance between the draw ring 204 and earth's surface.
As shown in figure 3, being the overall structure diagram of the inner tube 2012 of the frozen soil pipe 201.Wherein, said inner tube 2012
Bottom end closure, top the screw 2013 that discharges water is installed., can be to said inner tube 2012 by the screw 2013 that discharges water during implementation
Middle perfusion clean water is (for example：River, well water and running water etc.), at the zero graduation line of said inner tube 2012.In addition,
The inside of said inner tube 2012 is also installed with hook 2014, and the hook 2014 is connected with for the fixed chain for freezing ice
2015, in order to observe position and the length that this freezes ice.
It is a kind of frozen soil pipe stretching structure 200 that the utility model embodiment is provided respectively also referring to Fig. 4 and Fig. 5
Dimensional structure diagram and planar structure schematic diagram.The frozen soil pipe stretching structure 200 can include frozen soil pipe 201, frozen soil
Pipe stretches support 202 and rope 203.Wherein, the frozen soil pipe 201 is installed on below earth's surface freezes level and thereon to determine
Limit and minimum air velocity etc..The maximum depth of frozen ground being likely to occur according to locality, determines length and specification of the freezing meter etc..Institute
State frozen soil pipe stretching support 202 and be arranged at the frozen soil pipe 201 nearby (such as 80 centimetres, 100 centimetres), and by the frozen soil
Pipe stretching support 202 is fixed in earth's surface.In addition, the rope 203 is connected to the frozen soil pipe stretching support 202 and frozen soil pipe
Between 201, i.e., one end of described rope 203 is connected with the frozen soil pipe 201, the other end extends to the frozen soil pipe stretching support
202.In the present embodiment, the part between the frozen soil pipe stretching support 202 and frozen soil pipe 201 is being connected in the rope 203
Set along gravity direction so that the rope 203 can be moved up and down along gravity direction, so as to the frozen soil pipe
201 inner tube 2012 is lifted etc..
During observation, by the way that the rope 203 is moved up along gravity direction, by said inner tube 2012
The vertical pull-up from the outer tube 2011 by said inner tube 2012 of draw ring 204.Observe again in said inner tube 2012 where icicle
Position, reads the corresponding number of division for freezing ice upper and lower ends from tube wall graduation mark, that is, is respectively the upper and lower limit of this frozen crust
Depth value.After observation is finished, the rope 203 is slowly decontroled, then the rope 203 is carried out to moving down along gravity direction
It is dynamic, finally it is reinserted into the outer tube 2011.Because said inner tube 2012 is all the time relative to the outer tube 2011 in gravity
Moved on direction so that the icicle of the inside of said inner tube 2012 is not easy to be broken off, and improves the accuracy of test.Separately
Outside, also do not rubbed unexpectedly between the outer tube 2011 and inner tube 2012, effectively protect said inner tube 2012 and be somebody's turn to do
Chain 2015 in inner tube 2012 etc., so as to increase its use time.
In order to further increase the protective capability to the frozen soil pipe 201, one layer is cased with outside the surface of the frozen soil pipe 201
Multiple tube, the multiple tube has heat-insulated or defencive function, effectively extends the use time of the frozen soil pipe 201.
In the present embodiment, graduation mark is additionally provided with frozen soil pipe stretching support 202, available for described in accurate adjustment
Width and height of frozen soil pipe stretching support 202 etc..Wherein, the graduation mark includes multiple along frozen soil pipe stretching support
202 height or length direction and long line and short-term that alternate intervals are set, in order to which user is observed and is read.It is adjacent
Long line and the distance between short-term be 1mm.
Specifically, the frozen soil pipe stretching support 202 can include first support and second support.During implementation, described
One support is installed in earth's surface along gravity direction, and the second support is suspended in above earth's surface along horizontal direction, and described first
Support and second support are mutually perpendicular to.In the present embodiment, the first support can be bundled in one with second support by rope
Rise, so as to achieve a fixed connection.In other embodiments, the first support and second support can be integrally formed or by riveting
Nail is fixed together.
In order to carry out flexible modulation, the first support and second support to the length of the first support and second support
Include at least two sections travel(l)ing rests respectively.Wherein, it is flexible connection between adjacent two sections of travel(l)ing rests.In this way, each by regulation
Relative position between adjacent two sections of travel(l)ing rests, can realize the change of the total length of the first support and second support,
To adapt to measure needs.
In the present embodiment, the connected mode between adjacent two sections of travel(l)ing rests is screw thread or snaps connection mode.
Wherein, when using thread connecting mode between adjacent two sections of travel(l)ing rests, the connection end of one section of travel(l)ing rest wherein
External screw thread is set, the internal thread corresponding with the external screw thread is set in the connection end of other one section of travel(l)ing rest, by adjusting
The connecting length of external screw thread and internal thread is stated, the change of the first support and second support total length is realized.When described adjacent
Using when snapping connection mode between two sections of travel(l)ing rests, the connection end on adjacent two sections of travel(l)ing rests, which is respectively separated, to be set
Multipair through hole is put, a bearing pin can be inserted to the corresponding position of the first support and second support, the first support is realized
With the change of second support total length.
Further referring to Fig. 4 and Fig. 5, pulley 205, the rope are installed with the free end of the second support
203 are located on the pulley 205.In the present embodiment, the pulley 205 can be fixed pulley 205, utilize the power of the fixed pulley 205
Constant characteristic, thus it is possible to vary the direction of the pulling force of rope 203, but not change the size of the pulling force of rope 203.Its
In, one end of the rope 203 is extended at the second support by the first support, the other end and the frozen soil pipe
201 are connected.In this way, can be described interior in the inner tube 2012 of the frozen soil pipe 201, realizing by the pulling force effect of the rope 203
Vertical lift of pipe 2012 etc..
In addition, being also equipped with handle 206 in the second support, one end of the rope 203 is mutually twined with the handle 206
Around.Wherein, the handle 206 can be rotated or static relative to the second support.When needing to said inner tube 2012
When carrying out descending operation, the handle 206 is rotated so that the other end of the rope 203 is vertically moved, and then
Drive the lifting of said inner tube 2012.After said inner tube 2012 reaches suitable position, the fixed handle 206, so as to protect
Hold the position of said inner tube 2012.
In summary, a kind of frozen soil pipe stretching structure 200 that the utility model embodiment is provided, by by frozen soil pipe 201
It is installed on below earth's surface, frozen soil can be measured, frozen soil pipe stretching support 202 is set near frozen soil pipe 201, and by even
Rope 203 between frozen soil pipe stretching support 202 and frozen soil pipe 201 is connected on to the inner tube 2012 of frozen soil pipe 201 along gravity direction
Lifted, the icicle being located in inner tube 2012 can be avoided to be broken off, in effective protection inner tube 2012 and the inner tube 2012
Chain 2015 etc., increase its use time.
Further, a kind of frozen soil pipe stretcher 100 that the utility model embodiment is provided, near frozen soil pipe 201
It is additionally provided with the temperature meter 300 for determining the soil moisture, and by data processing equipment 400 by the temperature meter
300 test result is sent to far-end server 500, so that the reliability being transmitted to test result is improved, to obtain standard
Really, effective analyze data.
In the utility model, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally；Can be
Mechanically connect or electrically connect；Can be joined directly together, can also be indirectly connected to by intermediary, can be two
The connection of element internal or the interaction relationship of two elements.For the ordinary skill in the art, can basis
Concrete condition understands concrete meaning of the above-mentioned term in the utility model.
In the utility model, unless otherwise clearly defined and limited, fisrt feature second feature it " on " or it
" under " can directly be contacted including the first and second features, it is not direct contact but logical that can also include the first and second features
The other characterisation contact crossed between them.Moreover, fisrt feature second feature " on ", " top " and " above " include the
One feature is directly over second feature and oblique upper, or is merely representative of fisrt feature level height higher than second feature.First is special
Levy second feature " under ", " lower section " and " below " include fisrt feature immediately below second feature and obliquely downward, or only
Represent that fisrt feature level height is less than second feature.
Preferred embodiment of the present utility model is the foregoing is only, the utility model is not limited to, for
For those skilled in the art, the utility model can have various modifications and variations.It is all in spirit of the present utility model and former
Within then, any modification, equivalent substitution and improvements made etc. should be included within protection domain of the present utility model.
Claims (10)
1. a kind of frozen soil pipe stretching structure, it is characterised in that including the frozen soil pipe below earth's surface, is arranged at the frozen soil pipe
The rope of the neighbouring and frozen soil pipe stretching support being fixed in earth's surface and the connection frozen soil pipe stretching support and frozen soil pipe, its
In, the rope can be moved up and down along gravity direction, be lifted with the inner tube to the frozen soil pipe.
2. frozen soil pipe stretching structure according to claim 1, it is characterised in that the frozen soil pipe stretching support is included along weight
First support and horizontally disposed second support that force direction is installed, the first support and second support, which are fixed, to be connected
Connect.
3. frozen soil pipe stretching structure according to claim 2, it is characterised in that first support and the second support difference
It is to be flexibly connected between adjacent two sections of travel(l)ing rests, to adjust the first support and second including at least two sections travel(l)ing rests
The total length of support.
4. frozen soil pipe stretching structure according to claim 3, it is characterised in that between adjacent two sections of travel(l)ing rests
Connected mode is screw thread or snaps connection mode.
5. frozen soil pipe stretching structure according to claim 2, it is characterised in that peace is fixed in the free end of the second support
Equipped with pulley, the rope is located on the pulley, wherein, one end of the rope extends to described the by the first support
At two supports, the other end is connected with the frozen soil pipe.
6. frozen soil pipe stretching structure according to claim 5, it is characterised in that be provided with handle in the second support,
One end of the rope is mutually wound with the handle, wherein, the handle can be rotated relative to the second support or
It is static.
7. frozen soil pipe stretching structure according to claim 1, it is characterised in that the surface overcoat of the frozen soil pipe, which has, to be used for
Heat-insulated and protection multiple tube.
8. frozen soil pipe stretching structure according to claim 1, it is characterised in that be provided with the frozen soil pipe stretching support
Graduation mark.
9. a kind of frozen soil pipe stretcher, it is characterised in that stretch knot including the frozen soil pipe described in claim 1-8 any one
Structure and the temperature meter for determining the soil moisture being arranged near the frozen soil pipe.
10. frozen soil pipe stretcher according to claim 9, it is characterised in that the frozen soil pipe stretcher also includes
The data processing equipment being connected with the temperature meter, the data processing equipment is used for the test for obtaining the temperature meter
As a result, and by the test result far-end server is sent in real time.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392816.4U CN206410634U (en) | 2016-12-19 | 2016-12-19 | A kind of frozen soil pipe stretching structure and equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621392816.4U CN206410634U (en) | 2016-12-19 | 2016-12-19 | A kind of frozen soil pipe stretching structure and equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206410634U true CN206410634U (en) | 2017-08-15 |
Family
ID=59550995
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621392816.4U Expired - Fee Related CN206410634U (en) | 2016-12-19 | 2016-12-19 | A kind of frozen soil pipe stretching structure and equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206410634U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109990743A (en) * | 2019-05-07 | 2019-07-09 | 辽宁科技大学 | It is high and cold to freeze depth measurement device and method rich in water outdoor copper mine mining area rock stratum |
| CN110409403A (en) * | 2018-04-28 | 2019-11-05 | 中国科学院寒区旱区环境与工程研究所 | A kind of ever-frozen ground subsidence monitoring device |
-
2016
- 2016-12-19 CN CN201621392816.4U patent/CN206410634U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409403A (en) * | 2018-04-28 | 2019-11-05 | 中国科学院寒区旱区环境与工程研究所 | A kind of ever-frozen ground subsidence monitoring device |
| CN109990743A (en) * | 2019-05-07 | 2019-07-09 | 辽宁科技大学 | It is high and cold to freeze depth measurement device and method rich in water outdoor copper mine mining area rock stratum |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170815 Termination date: 20201219 |
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| CF01 | Termination of patent right due to non-payment of annual fee |