CN206362330U - Centre-of-gravity structural plane strike-dip survey instrument - Google Patents
Centre-of-gravity structural plane strike-dip survey instrument Download PDFInfo
- Publication number
- CN206362330U CN206362330U CN201720032635.9U CN201720032635U CN206362330U CN 206362330 U CN206362330 U CN 206362330U CN 201720032635 U CN201720032635 U CN 201720032635U CN 206362330 U CN206362330 U CN 206362330U
- Authority
- CN
- China
- Prior art keywords
- centre
- framework
- spherical housing
- compass
- spherical
- 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.)
- Withdrawn - After Issue
Links
- 230000005484 gravity Effects 0.000 claims description 15
- 239000011521 glass Substances 0.000 claims description 5
- 238000005259 measurement Methods 0.000 abstract description 10
- 238000000034 method Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 5
- 239000003381 stabilizer Substances 0.000 description 4
- 241000282693 Cercopithecidae Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000696 magnetic material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 238000003325 tomography Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The utility model is related to a kind of centre-of-gravity structural plane strike-dip survey instrument, particularly a kind of centre-of-gravity structural plane strike-dip survey instrument applied to field of civil engineering.The utility model provides a kind of easy to use, without adjusting instrument level, can fast and accurately measure the centre-of-gravity structural plane strike-dip survey instrument of centre-of-gravity structural plane occurrence.Including framework, central baffle, spherical compass, the framework includes inner and outer wall, the spherical compass is arranged among the inwall of framework, the spherical compass includes spherical housing and the needle being arranged in spherical housing, and the inwall is contacted with spherical housing, and the centre of sphere in spherical housing is on the centre of gyration of inwall, also include pendency, the pendency is rigidly connected with spherical housing, and the extended line of the pendency crosses the centre of sphere of spherical housing, and the pendency is mutually perpendicular to needle.The technical scheme of the application is influenceed small by measuring environment and human factor, therefore measurement more accurate and measuring speed is faster.
Description
Technical field
The utility model is related to a kind of centre-of-gravity structural plane strike-dip survey instrument, particularly a kind of to be applied to civil engineering neck
The centre-of-gravity structural plane strike-dip survey instrument in domain.
Background technology
In field of civil engineering, structural plane refers to face rock mass internal fissure and easy to crack such as aspect, joint, tomography, piece
The also known as discontinuity surface such as reason.The occurrence of structural plane refers to extension orientation of the structural plane in space.Comprising three key elements, that is, move towards,
Tendency and inclination angle.Wherein azimuth：Azimuth is also known as azimuth (Azimuth (angle) abbreviations Az), is to measure in the plane
One of method of differential seat angle between object.Be from certain point north pointer direction line, according to clockwise direction to target direction line it
Between horizontal sextant angle.
The method for expressing of structural plane occurrence has two kinds：
1：Only note is inclined to and inclination angle.Such as：160°∠40°.
2：Trend, tendency and inclination angle.Such as：(two examples are the difference that same structure face uses occurrence to N70 ° of 40 ° of E/SE ∠
Method for expressing).
Structural plane trend is the orientation of structural plane and horizontal plane intersecting lens, by the basal edge angle on the long side of compass against knot during measurement
Structure face, reads to refer to north when universal level bubble is placed in the middle or the signified number of degrees of compass is i.e. required (because strike line is a straight line, its side
To can both sides extension, therefore read south, north pin).
The measurement of structural plane tendency refers to that maximum inclination direction line (true line of dip) is projected structure in the horizontal plane downwards
Orientation.By the northern section direction structure of compass inclined direction downwards during measurement, with the short rib in the south against structural plane, when circular water
When quasi- device bubble is placed in the middle, it is required to read the signified number of degrees of compass.
Structural plane inclination angle refers to the maximum angle between structural plane and imaginary horizontal plane, claims true dip angle.True dip angle can be along structure
Face true dip line measurement is tried to achieve, if small compared with true dip angle along the inclination angle that other inclinations are measured, referred to as apparent dip.By compass during measurement
It is edge-on, make compass length of side abutting arrangement face, and stir with finger the monkey wrench outside chassis, while compass is moved along structural plane,
When bubble tube bubble is placed in the middle, the signified maximum number of degrees of deviational survey pointer are the true dip angle of structural plane.If clinometer is suspended type
Compass, method with it is upper essentially identical, be a difference in that finger pins the button outside chassis, suspending hammer then freely swings, when up to most
Finger is unclamped during big value, suspending hammer fixes the true dip angle that signified reading is structural plane.
Structural plane occurrence, which is measured, using existing mechanical compass method must all make universal level bubble or pipe
Shape bubble is placed in the middle, can accurately be measured.When compass level, it intersects with structural plane, and the intersection direction is
Structural plane is moved towards, and tendency is then floor projection azimuth of the face on structural plane incline direction using the intersection as method phase direction.
Measurement of dip angle is measured by the goniometer with bubble tube or suspended type clinometer.Ensureing sieve in being measured using mechanical compass
Ensure that bubble is placed in the middle while disk seamed edge abutting arrangement face, structural plane trend, tendency can be accurately measured, while also needing
Its inclination angle is measured by adjusting bubble tube or suspending hammer.This method is influenceed larger by measuring environment and human factor, measurement speed
Degree is slower.
Utility model content
Technical problem to be solved in the utility model be to provide it is a kind of easy to use, can be with without adjusting instrument level
Fast and accurately measure the centre-of-gravity structural plane strike-dip survey instrument of structural plane occurrence.
In order to solve the above technical problems, the centre-of-gravity structural plane strike-dip survey instrument that the utility model is used, including framework,
Central baffle, spherical compass, the framework include inner and outer wall, the spherical compass be arranged on framework inwall it
In, the spherical compass includes spherical housing and the needle that is arranged in spherical housing, the inwall of the framework with it is spherical outer
Shell is contacted, and the centre of sphere in spherical housing is on the centre of gyration of inwall, and the needle includes compass and northern pin；Also include outstanding
Hang down, the pendency is rigidly connected with spherical housing, and the extended line of the pendency crosses the centre of sphere of spherical housing, the pendency and needle
It is mutually perpendicular to, the spherical housing surface is provided with inclination angle graduation mark, the central baffle is annular, the central baffle
Mid-plane is by the centre of sphere of spherical housing, and the central baffle is set between the inner walls and the outer, and is rotatably connected with framework
Connect, and its rotating shaft is overlapped with the rotating shaft of needle, the center of gravity of the central baffle and its geometric center are misaligned, the central baffle
On be provided with angle index, the central baffle and be additionally provided with tendency indicator, tendency indicator is arrived with central baffle center of gravity
Center is angle index in 180 degree, central baffle to be inclined to the Angle Position of indicator as 0 every the angle of the line of geometric center
Graduation position, scale value is incremented by the counterclockwise direction.
It is further that thrust bearing is provided with the inwall or outer wall of framework, the central baffle passes through thrust
Bearing is rotatably connected with framework.
It is further that magnifying glass is additionally provided with above framework.
The beneficial effects of the utility model are：The instrument that the application is used need not ensure compass seamed edge abutting arrangement face again
While ensure that bubble is placed in the middle, it is not required that while adjusting bubble tube or suspending hammer to survey inclination angle.The skill of the application
Art scheme is influenceed small by measuring environment and human factor, thus measure it is more accurate and, measuring speed is faster.
Brief description of the drawings
Fig. 1 is the structural representation of the application；
Fig. 2 is the structural representation of the application spherical compass；
Fig. 3 is the schematic diagram that the application measures true dip angle；
Fig. 4 is that embodiment 1 measures the schematic diagram being really inclined to；
Fig. 5 is the schematic diagram that embodiment 1 measures true dip angle；
Fig. 6 is that embodiment 2 measures the schematic diagram being really inclined to；
Fig. 7 is the schematic diagram that embodiment 2 measures true dip angle；
Parts, position and numbering in figure：Central baffle 1, spherical compass 2, framework 3, mid-plane 4, tendency are indicated
Pin 5, magnifying glass 6, compass 7, northern pin 8, inclination angle graduation mark 9, true line of dip 10, pendency 11, thrust bearing 12.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in Figures 1 and 2, the centre-of-gravity structural plane strike-dip survey instrument of the application, including framework 3, central baffle 1,
Spherical compass 2, the framework 3 includes inner and outer wall, and the spherical compass 2 is arranged among the inwall of framework 3, described
Spherical compass 2 includes spherical housing and the needle being arranged in spherical housing, and the inwall is contacted with spherical housing, and ball
The centre of sphere in shape shell is on the centre of gyration of inwall, and the needle includes compass 7 and northern pin 8, in addition to pendency 11, described outstanding
Vertical 11 are rigidly connected with spherical housing, and the extended line of the pendency 11 crosses the centre of sphere of spherical housing, the pendency 11 and needle phase
Mutually vertical, the spherical housing surface is provided with inclination angle graduation mark 9, and the central baffle 1 is annular, the central baffle 1
The centre of sphere that passes through spherical housing of mid-plane 4.The centre position of the centrally located thickness direction of dividing plate 1 of mid-plane 4.In described
Centre dividing plate 1 is set between the inner walls and the outer, and is rotatably connected with framework 3, and its rotating shaft is overlapped with the rotating shaft of needle, described
The center of gravity of central baffle 1 and its geometric center are misaligned, and angle index, the central baffle 1 are provided with the central baffle 1
On be additionally provided with tendency indicator 5, angle of tendency indicator 5 and the center of gravity of central baffle 1 to the central line every geometric center
For 180 degree, angle index in central baffle 1 is to be inclined to the Angle Position of indicator 5 as 0 graduation position, and scale value is along counterclockwise
Direction is incremented by.The material that wherein pendency 11 selects density larger is made, it is therefore an objective to make pendency 11 all the time towards side straight down
To.Needle with magnetic material by being made, and wherein compass 7 points to magnetic south, and northern pin 8 points to magnetic north.
True tendency azimuth determination
As shown in figure 4, after with the stabilization of central baffle 1, the signified angle of compass 7 is true tendency azimuth.
Principle：Because the geometric center and center of gravity of central baffle 1 are misaligned, central baffle 1 is located in Action of Gravity Field, center of gravity
Minimum point, a diameter of definite value of central baffle 1, centroidal distance imaginary horizontal plane is minimum, then center of gravity to the center of circle line it is vertical just
Upward projection is maximum, i.e., center of gravity is maximum to the line in the center of circle and the angle of horizontal plane, and the direction is the tendency of structural plane.Side
Parallactic angle is the horizontal sextant angle arrived according to clockwise direction between direction line from the northern direction line of pin 8.Because compass 7 is pressed from both sides with northern pin 8
Angle is 180 degree, and tendency indicator 5 is 180 degree with the center of gravity of central baffle 1 to the central angle every the line of geometric center.Center
Angle index on dividing plate 1 is to be inclined to the Angle Position of indicator 5 as 0 graduation position, and scale value is incremented by the counterclockwise direction.According to several
What relation, the signified angle of compass 7 is true tendency azimuth.During specific implementation can by set the method for counterweight make center every
The marginal position of the centrally located dividing plate 1 of center of gravity of plate 1.
Measurement of dip angle
As shown in figure 3, the reading at inclination angle：The maximum number of degrees on the signified spherical compass 2 of reading central baffle 1, or according to
The true principle of line of dip 10, maximum inclination direction line is that true line of dip 10, the i.e. center of gravity of central baffle 1 are indicated with tendency to structure downwards
The line of pin 5 is true line of dip 10.
Principle：The horizontal plane of spherical compass 2 is to cross the suspending hammer line of the centre of sphere as the plane of normal, on spherical compass 2
Inclination angle graduation mark 9 is that, using the centre of sphere as conical tip, (2 × 90 °-inclination angle scale value) is circular cone cone angle, circular cone bottom surface parallel sphere shape
The circular cone of the horizontal plane of compass 2 and the intersection of sphere.Suspending hammer starting point is the centre of sphere, by suspending hammer and central balancing plate in gravity
Under effect, suspending hammer remains vertical, and central balancing plate keeps level.Instrument central baffle 1 is parallel with structural plane during measurement, ball
The central balancing plate of shape compass 2 keeps level, i.e. the zero degree line of spherical compass 2 level all the time, according to geometrical relationship, read spherical
Inclination angle scale on compass 22 is that can obtain structural plane true dip angle.
Be provided with thrust bearing 12 on the inwall or outer wall of framework 3, the central baffle 1 by thrust bearing 12 with
Framework 3 is rotatably connected.In order to which central baffle 1 can freely be rotated around its centre of gyration, it is possible to use thrust bearing 12 will
Central baffle 1 and framework 3 link together.
Magnifying glass 6 is additionally provided with the top of framework 3.It is easier to see the scale of dial clearly for the ease of operating personnel,
So as to quickly and easily read azimuth, magnifying glass 6 has been provided with the top of framework 3.
The structural plane strike-dip survey method that the application is used, including following steps：
A, centre-of-gravity structural plane strike-dip survey instrument lain on structural plane；
B, after the position of central baffle 1 is stable, the corresponding angle value in central baffle 1 of compass 7 is true tendency orientation
Angle；
C, the corresponding value of inclination angle graduation mark 9 for taking mid-plane 4 and spherical housing intersection are structural plane true dip angle.
Embodiment 1
Centre-of-gravity structural plane strike-dip survey instrument is lain on structural plane, after instrument stabilizer the position of compass 7 and center every
The position of plate 1.
As shown in figure 4, the signified relative angle scale of compass 7 is 80 degree in figure, i.e., true tendency azimuth is 80 degree.
The relative position relation of spherical housing and mid-plane 4 is as shown in figure 5, now 4 pairs of mid-plane after instrument stabilizer
The graduation mark at 20 degree of inclination angles is answered, therefore structural plane true dip angle is 20 degree.
Embodiment 2
Centre-of-gravity structural plane strike-dip survey instrument is lain on structural plane, after instrument stabilizer the position of compass 7 and center every
The position of plate 1.
As shown in fig. 6, the signified relative angle scale of compass 7 is 210 degree in figure, i.e., true tendency azimuth is 210 degree.
The relative position relation of spherical housing and mid-plane 4 is as shown in fig. 7, now 4 pairs of mid-plane after instrument stabilizer
The graduation mark at 40 degree of inclination angles is answered, therefore structural plane true dip angle is 40 degree.
Claims (3)
1. centre-of-gravity structural plane strike-dip survey instrument, it is characterised in that：Including framework (3), central baffle (1), spherical compass
(2), the framework (3) includes inner and outer wall, and the spherical compass (2) is arranged among the inwall of framework (3), the ball
Shape compass (2) includes spherical housing and the needle being arranged in spherical housing, and the inwall of the framework (3) connects with spherical housing
Touch, and the centre of sphere in spherical housing is on the centre of gyration of inwall, and the needle includes compass (7) and northern pin (8)；Also include
Dangle (11), the pendency (11) is rigidly connected with spherical housing, the extended line of the pendency (11) crosses the centre of sphere of spherical housing,
The pendency (11) is mutually perpendicular to needle, and the spherical housing surface is provided with inclination angle graduation mark (9), the central baffle
(1) it is annular, the mid-plane (4) of the central baffle (1) is set by the centre of sphere of spherical housing, the central baffle (1)
Put between the inner walls and the outer, and be rotatably connected with framework (3), and its rotating shaft is overlapped with the rotating shaft of needle, the center every
The center of gravity and its geometric center of plate (1) are misaligned, and angle index, the central baffle (1) are provided with the central baffle (1)
On be additionally provided with tendency indicator (5), tendency indicator (5) and central baffle (1) center of gravity to the central line every geometric center
Angle be angle index in 180 degree, central baffle (1) to be inclined to the Angle Position of indicator (5) as 0 graduation position, scale
Value is incremented by the counterclockwise direction.
2. centre-of-gravity structural plane strike-dip survey instrument as claimed in claim 1, it is characterised in that：Framework (3) inwall or
Thrust bearing (12) is provided with person's outer wall, the central baffle (1) is rotatably connected by thrust bearing (12) with framework (3)
Connect.
3. centre-of-gravity structural plane strike-dip survey instrument as claimed in claim 1, it is characterised in that：In the top of framework (3) also
It is provided with magnifying glass (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720032635.9U CN206362330U (en) | 2017-01-11 | 2017-01-11 | Centre-of-gravity structural plane strike-dip survey instrument |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720032635.9U CN206362330U (en) | 2017-01-11 | 2017-01-11 | Centre-of-gravity structural plane strike-dip survey instrument |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206362330U true CN206362330U (en) | 2017-07-28 |
Family
ID=59379551
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720032635.9U Withdrawn - After Issue CN206362330U (en) | 2017-01-11 | 2017-01-11 | Centre-of-gravity structural plane strike-dip survey instrument |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206362330U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106500656A (en) * | 2017-01-11 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Centre-of-gravity structural plane strike-dip survey instrument |
-
2017
- 2017-01-11 CN CN201720032635.9U patent/CN206362330U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106500656A (en) * | 2017-01-11 | 2017-03-15 | 中国电建集团成都勘测设计研究院有限公司 | Centre-of-gravity structural plane strike-dip survey instrument |
| CN106500656B (en) * | 2017-01-11 | 2023-03-14 | 中国电建集团成都勘测设计研究院有限公司 | Gravity center type structural plane attitude measuring instrument |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103196352B (en) | Plane angle measuring instrument | |
| CN106500656A (en) | Centre-of-gravity structural plane strike-dip survey instrument | |
| CN108917729B (en) | Full-space stereographic projection method | |
| CN206362330U (en) | Centre-of-gravity structural plane strike-dip survey instrument | |
| CN201607225U (en) | Longitude and latitude omnidirectional gradient measuring instrument | |
| CN205843663U (en) | Water level | |
| CN206311100U (en) | A kind of verticality measuring instrument | |
| CN206362331U (en) | Structural plane strike-dip survey instrument | |
| CN205276482U (en) | Ball -shaped steel support at measurable inclination | |
| CN107063180A (en) | Portable Geotechnical Engineering dual-axis inclinometer | |
| CN204575063U (en) | Level meter angle measurement device | |
| KR101546670B1 (en) | Clinometer to measure for strike and slope of ground at one time | |
| CN211668518U (en) | Three-dimensional geological compass | |
| CN205156914U (en) | Slope measuring instrument | |
| CN206192312U (en) | Dynamic balance calibration equipment | |
| CN106767674A (en) | Structural plane strike-dip survey instrument | |
| CN110954079B (en) | Three-dimensional geological compass and measuring method | |
| CN106932023A (en) | Ice body internal stress deformation detecting system and glacier movement assessment system | |
| CN201772878U (en) | Multi-purpose leveling instrument | |
| CN204388847U (en) | A kind of Simple Laser level-meter | |
| JP2001194143A (en) | Detection method for relatively determining x-, y-, z-axes and device therefor | |
| CN206609477U (en) | Ice body internal stress deformation detecting system and glacier movement assessment system | |
| JP2001033239A (en) | Pendulum type level | |
| CN209326665U (en) | A kind of civil engineering wall body vertical degree detection device | |
| CN206192347U (en) | Slope measurement appearance for engineering construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170728 Effective date of abandoning: 20230314 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20170728 Effective date of abandoning: 20230314 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |