CN206815303U - Observation of groundwater levels bores into well - Google Patents
Observation of groundwater levels bores into well Download PDFInfo
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- CN206815303U CN206815303U CN201720660826.XU CN201720660826U CN206815303U CN 206815303 U CN206815303 U CN 206815303U CN 201720660826 U CN201720660826 U CN 201720660826U CN 206815303 U CN206815303 U CN 206815303U
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- feeler lever
- observation
- well
- bores
- groundwater levels
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Abstract
It the utility model is related to the technical field of observation of groundwater levels, observation of groundwater levels is disclosed to bore into well, the feeler lever of hollow section is provided with including bottom, the side wall of hollow section penetrates into water seepage hole in the hollow section formed with multiple for external water, the bottom of feeler lever is connected with the head that pours into of solid shape, is provided with feeler lever for hammering feeler lever from top to bottom so that feeler lever pierces the logical heart hammer of estimated depth；When the hammering that feeler lever is hammered into shape by leading to the heart, after being deep into the estimated depth in underground, underground water can penetrate into the hollow section of feeler lever by water seepage hole, treat stability of groundwater level, you can carry out observation of groundwater levels, and take sampling of ground water, so, the data measured are more accurate and facilitate, and above-mentioned bored into well may be reused, and save cost environmental protection again.
Description
Technical field
The technical field of observation of groundwater levels, especially observation of groundwater levels is the utility model is related to bore into well.
Background technology
Observation of groundwater levels is particularly significant to engineering construction, and especially in industry and residential construction area, level of ground water is over the ground
The defence water level of lower room has decisive influence.
At present, because industrial and civil architecture prospecting short time limit, budget are few, observation of groundwater levels is typically used as ground by the use of drilling hole
Lower water level observation well, level of ground water is measured from drilling hole, or carry out special Geology Drilling, and then observe level of ground water.
In the prior art, there can be many problems using geotechnical boring measurement level of ground water, because geotechnical boring uses more
Mud off pore-forming, hole wall can wrap up through mud, cause probing water in hole not dissipate, and need to observe in water-bearing layer in stratum
Underground water can not infiltrate into hole, finally measure water level distortion, and formation exists to rockfill and waits the stratum of easy " collapse hole ",
That level of ground water can not be measured can be present.
And special Geology Drilling is taken, for only needing to observe level of ground water, then it is slow to there is cost high efficiency
The shortcomings of.
Utility model content
The purpose of this utility model position observation that is to supply subsurface water is bored into well, it is intended to solves observation of groundwater levels distortion
Technical problem.
The utility model is achieved in that observation of groundwater levels bores into well, including feeler lever, the bottom of the feeler lever are provided with
Hollow section, the side wall of the hollow section of the feeler lever are described formed with multiple water seepage holes penetrated into for external water in the hollow section
The lower end of feeler lever is connected with the head that pours into of solid shape, is provided with the feeler lever for hammering the feeler lever from top to bottom so as to visit
Bar drill enters the logical heart hammer of estimated depth.
Further, it is described to pour into a pointed arrangement along top-down direction.
Further, the periphery for pouring into centriciput is expanded outwardly, forms expansion segment, and the diameter of the expansion segment is more than
The feeler lever it is direct.
Further, the periphery of the feeler lever forms the stress circle for the logical heart hammer hammering, and the logical heart hammer is arranged in
The top of the stress circle.
Further, the top movable of the feeler lever is hammered into shape through the logical heart.
Further, the top of the logical heart hammer is connected with the rope for lifting the logical heart hammer.
Further, the top of the logical heart hammer is connected with multiple ropes, and the upper end of multiple ropes is converged
Collection connection.
Further, the feeler lever includes lower section and upper segment, and the upper segment is connected to the upper of the lower section
End, the lower end for pouring into head and being arranged on the lower section, the logical heart hammer are connected to the upper segment, and the lower section is formed
There is the hollow section.
Further, the lower section is in hollow shape, and the hollow section forms the medium position in the lower section.
Further, the diameter of the upper segment is less than the diameter of the lower section, and the upper segment is connected by popping one's head in
The lower section, the probe is from top to bottom formed with the changeover portion gradually increased.
Compared with prior art, observation of groundwater levels provided by the utility model bores into well, including the spy provided with hollow section
Bar and head is poured into, because the side wall of the hollow section of feeler lever is provided with the water seepage hole for the infiltration that can supply water, hammered into shape when feeler lever passes through the logical heart
Hammering, after being deep into the estimated depth in underground from top to bottom, underground water can penetrate into the hollow section of feeler lever by water seepage hole, treat
Stability of groundwater level, you can carry out observation of groundwater levels, and take sampling of ground water, so, the data measured it is more accurate and
It is convenient, and above-mentioned bored into well may be reused, and save cost environmental protection again.
Brief description of the drawings
Fig. 1 is the schematic front view that the observation of groundwater levels that the utility model embodiment provides bores into well；
Fig. 2 is the schematic perspective view for the hollow section that the utility model embodiment provides.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation
Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only explaining
The utility model, it is not used to limit the utility model.
Realization of the present utility model is described in detail below in conjunction with specific embodiment.
Same or analogous label corresponds to same or analogous part in the accompanying drawing of the present embodiment；Retouched of the present utility model
In stating, it is to be understood that if it is based on accompanying drawing to have the orientation of the instructions such as term " on ", " under ", "left", "right" or position relationship
Shown orientation or position relationship, it is for only for ease of description the utility model and simplifies description, rather than indicates or imply institute
The device or element of finger must have specific orientation, with specific azimuth configuration and operation, therefore position is closed described in accompanying drawing
Term the being given for example only property explanation of system, it is impossible to the limitation to this patent is interpreted as, for one of ordinary skill in the art
Speech, the concrete meaning of above-mentioned term can be understood as the case may be.
Referring to figs. 1 to shown in Fig. 2, being preferred embodiment provided by the utility model.
Observation of groundwater levels provided by the utility model bores into well, including feeler lever 100 and logical heart hammer 300, under feeler lever 100
Portion is provided with hollow section 121, and the side wall of hollow section 121 can be entered empty formed with water seepage hole 122, external water by water seepage hole 122
In heart section 121, what the lower end of feeler lever 100 was connected with solid shape pours into first 200, and logical heart hammer 300 is arranged on feeler lever 100, and can
To hammer feeler lever 100 from top to bottom so that feeler lever 100 pierces the estimated depth in underground.
When the hammering that feeler lever 100 hammers 300 into shape by leading to the heart, pour into first 200 stress and begin to pass stratum so that feeler lever 100 is certainly
After the estimated depth in underground is deep under above, underground water can be penetrated into the hollow section 121 of feeler lever 100 by water seepage hole 122,
Treat stability of groundwater level, you can carry out observation of groundwater levels, and take sampling of ground water, so, the data measured are more accurate
And facilitate, and above-mentioned bored into well may be reused, and save cost environmental protection again.
In order to pour into it is first 200 more preferable, more successfully go deep into stratum, along top-down direction, pour into first 200 pointed cloth
Put, certainly, according to being actually needed, pour into first 200 it can also be provided that other shapes, such as zigzag.
Specifically, the periphery for pouring into first 200 middle part is expanded outwardly, forms expansion segment 210, the diameter of expansion segment 210 is more than
The diameter of feeler lever 100, when the top for pouring into first 200 pierces stratum, during by expansion segment 210, the diameter in hole can be caused to increase, i.e.,
The diameter in hole is bigger than the diameter of feeler lever 100, makes feeler lever 100 be more prone to go deep into stratum, construction is more convenient.
In the present embodiment, the periphery of feeler lever 100 is formed with stress circle 500, and stress circle 500 is in thin circular around feeler lever
100 periphery arrangement, logical heart hammer 300 is arranged in the top of stress circle 500, and can hammer stress circle 500 from top to down, when logical
The heart hammer 300 hammering stress circle 500 when, the stress of stress circle 500 so that feeler lever 100 passes through stratum, in depth under estimated depth.
It is integrally formed in addition, pouring into first 200 with feeler lever 100 so that the use that observation of groundwater levels described above bores into well
Effect is better, and saves manufacturing procedure, improves operating efficiency.
As shown in figure 1, in the present embodiment, logical heart hammer 300 is provided with the cylindrical shape of upper and lower opening, the top of feeler lever 100
From the opening of logical heart hammer 300 through and logical heart hammer 300 can move up and down with respect to feeler lever 100, when the logical heart 300 whereabouts of hammer, hammer into shape
The stress circle 500 hit on feeler lever 100, so that feeler lever 100 obtains active force directed downwardly.
As other embodiment, logical heart hammer 300 can also be arranged in the outside of feeler lever 100, hammer the stress of logical heart hammer 300
The upper end of 500 or logical hearts hammer 300 is enclosed, so that the stress of feeler lever 100, gos deep into toward underground.
The top of logical heart hammer 300 is connected with rope 400, and rope 400 is used for lifting logical heart hammer 300 so that logical heart hammer
300 can move up and down, and then hammer stress circle 500.
Further, in order to mitigate the stress of single rope 400, the top for leading to heart hammer 300 connects multiple ropes
400, and multiple ropes 400 are balanced respectively so that rope 400 is not easy to break, in addition, the upper end of multiple ropes 400 is converged
Collection connection, tie point are arranged on above the center line of feeler lever 100 so that multiple stress equalizations of rope 400, cause logical heart hammer
During 300 hammering stress circle 500, the stress of stress circle 500 is also balanced, under allowing feeler lever 100 to be easier in depth.
Rope 400 could be arranged to steel wire rope, and steel wire rope is by mechanical property and the satisfactory steel wire of physical dimension
The helical form steel tendon being twisted together according to certain rule, steel wire rope have intensity it is high, from heavy and light, stable working, be not easy
Suddenly the characteristics of whole root fracture.
In the present embodiment, feeler lever 100 includes lower section 120 and upper segment 110, and upper segment 110 is connected to lower section 120
Upper end, stress circle 500 is arranged in upper segment 110, and logical heart hammer 300 is placed in the tops of stress circle 500 through upper segment 110,
First 200 lower ends for being arranged on lower section 120 are poured into, lower section 120 is expected deeply formed with hollow section 121 when feeler lever 100 is deep into
After degree, underground water enters hollow section 121 by water seepage hole 122, so as to reach the purpose of observation of groundwater levels.
In this way, can not only realize as above-mentioned observation of groundwater levels bores into well, the purpose of level of ground water is observed, and visit
Bar 100 divides for two sections, according to different needs, can set the diameter of upper segment 110 and lower section 120 respectively.
In order to save material cost, the diameter of upper segment 110 is less than the diameter of lower section 120, and upper segment 110 passes through probe
130 connection lower sections 120, probe 130 are arranged to the enlarging shape gradually increased from top to bottom, 130 upper ends of probe docking upper segment
110 lower end, pop one's head in 130 lower end docking lower section 120 upper end so that feeler lever 100 is gradual by the upper segment 110 of minor diameter
It is transitioned into the lower section 120 of major diameter.
Specifically, the diameter range of upper segment 110 can be arranged between 50mm-70mm, the diameter range of lower section 120
It could be arranged between 100mm-120mm, it is preferable that the diameter of upper segment 110 is arranged to 60mm, and the diameter of lower section 120 is set
It is set to 110mm.
In the present embodiment, lower section 120 is arranged to hollow shape, and hollow section 121 forms the medium position in lower section 120,
When underground water enters hollow section 121 from water seepage hole 122, lower section 120 can store underground water, can reach and take underground water
Purpose.
In addition, feeler lever 100 can be using prefabricated seamless steel pipe come seamless steel pipe is a kind of with hollow section, periphery
Non-jointed strip steel, typically formed by common carbon structural steels, low-alloy structural steel or alloy structure steel rolling.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (10)
1. observation of groundwater levels bores into well, it is characterised in that including feeler lever, the bottom of the feeler lever is provided with hollow section, the spy
The side wall of the hollow section of bar is formed with multiple water seepage holes penetrated into for external water in the hollow section, the lower end connection of the feeler lever
There is the head that pours into of solid shape, be provided with the feeler lever for hammering the feeler lever from top to bottom so that feeler lever pierces estimated depth
The logical heart hammer.
2. observation of groundwater levels as claimed in claim 1 bores into well, it is characterised in that along top-down direction, the filling
Enter a pointed arrangement.
3. observation of groundwater levels as claimed in claim 2 bores into well, it is characterised in that the periphery for pouring into centriciput is outwardly
Expansion, forms expansion segment, and the diameter of the expansion segment is more than the direct of the feeler lever.
4. observation of groundwater levels as claimed in claim 1 is bored into well, it is characterised in that the periphery of the feeler lever is formed described in confession
The stress circle of logical heart hammer hammering, the logical heart hammer are arranged in the top of the stress circle.
5. observation of groundwater levels as claimed in claim 1 bores into well, it is characterised in that the top movable of the feeler lever passes through institute
State logical heart hammer.
6. observation of groundwater levels as claimed in claim 1 bores into well, it is characterised in that the top of the logical heart hammer is connected with use
In the rope for lifting the logical heart hammer.
7. observation of groundwater levels as claimed in claim 6 bores into well, it is characterised in that the top of the logical heart hammer is connected with more
Connection is collected in the individual rope, the upper end of multiple ropes.
8. the observation of groundwater levels as described in any one of claim 1 to 7 bores into well, it is characterised in that under the feeler lever includes
Section and upper segment, the upper segment are connected to the upper end of the lower section, and the head that pours into is arranged on the lower section
Lower end, the logical heart hammer are connected to the upper segment, and the lower section is formed with the hollow section.
9. observation of groundwater levels as claimed in claim 8 bores into well, it is characterised in that the lower section is in hollow shape, described
Hollow section forms the medium position in the lower section.
10. observation of groundwater levels as claimed in claim 9 bores into well, it is characterised in that the diameter of the upper segment is less than institute
The diameter of lower section is stated, the upper segment connects the lower section by popping one's head in, and the probe increases formed with gradual from top to bottom
Big changeover portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720660826.XU CN206815303U (en) | 2017-06-07 | 2017-06-07 | Observation of groundwater levels bores into well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720660826.XU CN206815303U (en) | 2017-06-07 | 2017-06-07 | Observation of groundwater levels bores into well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815303U true CN206815303U (en) | 2017-12-29 |
Family
ID=60759313
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720660826.XU Active CN206815303U (en) | 2017-06-07 | 2017-06-07 | Observation of groundwater levels bores into well |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815303U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190720A (en) * | 2017-06-07 | 2017-09-22 | 深圳市工勘岩土集团有限公司 | Observation of groundwater levels is bored into well |
-
2017
- 2017-06-07 CN CN201720660826.XU patent/CN206815303U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107190720A (en) * | 2017-06-07 | 2017-09-22 | 深圳市工勘岩土集团有限公司 | Observation of groundwater levels is bored into well |
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