CN108287364A - A kind of novel freezing efficiency detection device - Google Patents
A kind of novel freezing efficiency detection device Download PDFInfo
- Publication number
- CN108287364A CN108287364A CN201810344160.6A CN201810344160A CN108287364A CN 108287364 A CN108287364 A CN 108287364A CN 201810344160 A CN201810344160 A CN 201810344160A CN 108287364 A CN108287364 A CN 108287364A
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- Prior art keywords
- freezing efficiency
- calutron
- detection device
- rack
- weight
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V1/00—Seismology; Seismic or acoustic prospecting or detecting
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- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Acoustics & Sound (AREA)
- Environmental & Geological Engineering (AREA)
- Geology (AREA)
- Remote Sensing (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Physics & Mathematics (AREA)
- Geophysics (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
The present invention discloses a kind of novel freezing efficiency detection device.It is detected based on seismic wave theoretical, heavy tamping ground is driven to generate seismic wave by calutron, the characteristic being had differences using the elastic wave impedance of frozen soil in stratum and non-frozen soil, the seismic signal received according to geophone, and the relative position of geophone and mobile controlled source, the spreading range for judging the frost wall that frozen construction is formed, determines freezing efficiency.Present invention is mainly applied to freezing efficiency field of detecting in inclined shaft freezing method sinking shaft work progress.
Description
Technical field：
The present invention is a kind of novel freezing efficiency detection device, freezes to imitate suitable for inclined shaft freezing method sinking shaft work progress
Fruit field of detecting.
Background technology：
When using freeze-wellboring technology construction inclined shaft, to determine the range of frost wall, freezing efficiency is detected, is usually existed
Freezing hole is disposed about thermometer hole, and the temperature of the underground soil body is detected by thermometer hole, to judge the spreading range of frost wall.But
It since the tilt length of inclined shaft is longer, needs the thermometer hole arranged more, increases drilling construction cost.Existing patent disclosure
A kind of detection method of freezing efficiency is based on electrical survey (-ing) principle, is freezing the soil body using apparent conductivity and do not freezing the soil body
Electrical property difference detects freezing efficiency.But it needs, in big merging drill rod on the ground, then detection electrode to be installed on drill rod, and utilize
Electrode is together in series by conducting wire one by one.Equipment needed for this method is more, process takes, and as frozen construction extends forward, needs
Repeatedly installation, dismounting drill rod and electrode, are unfavorable for efficient, the quick detection of freezing efficiency.And highdensity electrode arrangement can be made
There is bulk effect at result of detection, easy to produce pseudomorphism, and the electrode arrangement of low-density can make the reduction of result of detection precision.
Invention content：
To overcome existing freezing efficiency detection method in actual application, with the progress of frozen construction, need repeatedly
Installation, dismounting drill rod and electrode, influence the problem of freezing efficiency efficiently detects, and the present invention utilizes mobile controlled source and earthquake
Wave detector determines the position at frost wall edge, detects freezing efficiency.By mobile controlled source in inclines overhead surface
Excitation generates Artificial Seismic Wave, while arrangement geophone receives reflection seismic waves on the ground, using frozen soil in stratum and
The characteristic that the elastic wave impedance of non-frozen soil has differences, the seismic signal received according to geophone and earthquake inspection
The relative position of wave device and mobile controlled source judges that the spreading range for the frost wall that frozen construction is formed, determination are freezed to imitate
Fruit.
The present invention solves the problems, such as that existing freezing efficiency detection device and method exist the technical scheme adopted is that mobile
Formula controlled source is non-explosive source, drives heavy tamping ground to generate seismic wave by calutron, calutron passes through spiral shell
Bolt is fixed on circle ring rack, it is made to be in the center of circle ring rack；Circle ring rack main body is circular ring structure, and is leaned outward
Tiltedly 3 rack legs of setting, rack leg are mounted below universal wheel, 4 threaded holes are arranged on annulus, are used for Motionless electromagnetic device；
Weight is the larger cuboid weight of quality, is connect with calutron by metal link rod, and weight passes through circle ring rack, in electromagnetism
The lower section of device.When mobile controlled source work, calutron attracts connecting rod to rise, and drives weight lifting, closes electromagnetism and inhales
After drawing, weight is fallen under the effect of gravity, is formed and is impacted to ground, generates seismic wave in the earth formation.It is required according to detection accuracy,
Along vertical bore axis in several geophones of ground configuration, receive by frozen soil in stratum and the earthquake after the reflection of non-frozen soil
Wave analyzes the position relationship between the seismic signal and focus and geophone of each geophone, determines frost wall
The position at edge, to realize the purpose of detection freezing efficiency.When frozen construction promotes axially forward along pit shaft, Forward earthquake inspection
Wave device and mobile controlled source detect freezing efficiency, determine the spreading range of frost wall again to new frozen region.
The invention has the advantages that novel freezing efficiency detection device is based on seismic wave detection theory, examined by earthquake
Wave device is received to be excited by mobile controlled source and be generated, and through frozen soil in stratum and the seismic wave after the reflection of non-frozen soil, judges to freeze
The position for tying wall avoids frequently installation, dismounting drill rod and electrode.
Description of the drawings：
Fig. 1 is the overall effect figure of the present invention；
Fig. 2 is the whole installation diagram of the present invention, label title in Fig. 2：1, calutron, 2, ring support, 3, connecting rod, 4,
Weight, 5, universal wheel, 6, geophone；
Fig. 3 is the ring support part drawing of the present invention, and Fig. 3-1 is front view, and Fig. 3-2 is vertical view；
Fig. 4 is the weight part drawing of the present invention, and Fig. 4-1 is front view, and Fig. 4-2 is vertical view；
Fig. 5 is the geophone part drawing of the present invention, and Fig. 5-1 is front view, and Fig. 5-2 is vertical view；
Fig. 6 is the operative scenario figure of the present invention, and Fig. 6-1 is front view, and Fig. 6-2 is vertical view, each label title in figure：1、
Mobile controlled source, 2, geophone, 3, inclines axis, 4, frost wall range.
Specific implementation mode：
1, geophone shown in fig. 5 (6) edge is evenly arranged in perpendicular to pit shaft axis and needs to detect freezing efficiency
Position at, weight shown in Fig. 4 (4) is connected to below calutron (1) using connecting rod (3), universal wheel (5) is mounted on
On 3 rack legs of ring support (2) shown in Fig. 3, calutron (1) is fixed on ring support (2) using bolt (7)
On.As shown in Fig. 1~2, operative scenario is as shown in Figure 6 for the overall effect of novel freezing efficiency detection device and assembly.
2, as shown in fig. 6, ground above inclines, mobile controlled source drive weight using calutron (1)
Hammer (4) rams ground, generates seismic wave in different location, seismic wave occurs to reflect in the earth formation and reflect, due to frozen soil and not
The elastic wave impedance of frozen soil has differences, and the seismic wave that the geophone (6) of different location receives has differences, by dividing
The position relationship between the seismic signal of geophone (6), and mobile controlled source and geophone (6) is analysed,
The spreading range for judging frost wall, determines freezing efficiency.
Claims (2)
1. a kind of novel freezing efficiency detection device, frost wall edge is determined using mobile controlled source and geophone
Position detects freezing efficiency, it is characterized in that：Mobile controlled source is non-explosive source, drives weight to ram by calutron
It hitting ground and generates seismic wave, calutron is bolted on circle ring rack, it is made to be in the center of circle ring rack,
Wherein, the circle ring rack main body is circular ring structure, and is inclined outwardly 3 rack legs of setting, and rack leg is mounted below universal
It takes turns, 4 threaded holes is set on annulus.
2. freezing efficiency detection device according to claim 1, it is characterized in that：Weight is the larger rectangular weight of quality
Object is connect by metal link rod with calutron, and weight passes through circle ring rack, in the lower section of calutron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810344160.6A CN108287364A (en) | 2018-04-17 | 2018-04-17 | A kind of novel freezing efficiency detection device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810344160.6A CN108287364A (en) | 2018-04-17 | 2018-04-17 | A kind of novel freezing efficiency detection device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108287364A true CN108287364A (en) | 2018-07-17 |
Family
ID=62834615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810344160.6A Pending CN108287364A (en) | 2018-04-17 | 2018-04-17 | A kind of novel freezing efficiency detection device |
Country Status (1)
| Country | Link |
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| CN (1) | CN108287364A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113820738A (en) * | 2021-09-15 | 2021-12-21 | 中煤科工开采研究院有限公司 | Seismic source equipment for measuring stress of coal rock mass |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104808247A (en) * | 2015-05-11 | 2015-07-29 | 中煤邯郸特殊凿井有限公司 | Detection method of freezing effect |
| CN205080268U (en) * | 2015-11-03 | 2016-03-09 | 铁道第三勘察设计院集团有限公司 | Use and move seismic wave test system of spy as seismic source |
| CN106371137A (en) * | 2016-08-18 | 2017-02-01 | 安徽惠洲地质安全研究院股份有限公司 | Shallow abnormal body seismic detection device and the three-dimensional observation method thereof |
| CN206209120U (en) * | 2016-08-18 | 2017-05-31 | 安徽惠洲地质安全研究院股份有限公司 | A kind of Portable city geologic anomaly seismic acquisition system |
-
2018
- 2018-04-17 CN CN201810344160.6A patent/CN108287364A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104808247A (en) * | 2015-05-11 | 2015-07-29 | 中煤邯郸特殊凿井有限公司 | Detection method of freezing effect |
| CN205080268U (en) * | 2015-11-03 | 2016-03-09 | 铁道第三勘察设计院集团有限公司 | Use and move seismic wave test system of spy as seismic source |
| CN106371137A (en) * | 2016-08-18 | 2017-02-01 | 安徽惠洲地质安全研究院股份有限公司 | Shallow abnormal body seismic detection device and the three-dimensional observation method thereof |
| CN206209120U (en) * | 2016-08-18 | 2017-05-31 | 安徽惠洲地质安全研究院股份有限公司 | A kind of Portable city geologic anomaly seismic acquisition system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113820738A (en) * | 2021-09-15 | 2021-12-21 | 中煤科工开采研究院有限公司 | Seismic source equipment for measuring stress of coal rock mass |
| CN113820738B (en) * | 2021-09-15 | 2024-05-07 | 中煤科工开采研究院有限公司 | A focus equipment for coal rock mass stress measurement |
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| PB01 | Publication | ||
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Application publication date: 20180717 |