KR101718411B1 - Underground deformation measuring apparatus - Google Patents
Underground deformation measuring apparatus Download PDFInfo
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- KR101718411B1 KR101718411B1 KR1020160049044A KR20160049044A KR101718411B1 KR 101718411 B1 KR101718411 B1 KR 101718411B1 KR 1020160049044 A KR1020160049044 A KR 1020160049044A KR 20160049044 A KR20160049044 A KR 20160049044A KR 101718411 B1 KR101718411 B1 KR 101718411B1
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- optical fiber
- bending
- bending member
- fixed
- section
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
- G01C9/02—Details
- G01C9/06—Electric or photoelectric indication or reading means
-
- G—PHYSICS
- G02—OPTICS
- G02B—OPTICAL ELEMENTS, SYSTEMS OR APPARATUS
- G02B6/00—Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
- G02B6/24—Coupling light guides
- G02B6/36—Mechanical coupling means
- G02B6/38—Mechanical coupling means having fibre to fibre mating means
- G02B6/3807—Dismountable connectors, i.e. comprising plugs
- G02B6/3873—Connectors using guide surfaces for aligning ferrule ends, e.g. tubes, sleeves, V-grooves, rods, pins, balls
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C9/00—Measuring inclination, e.g. by clinometers, by levels
- G01C9/02—Details
- G01C9/06—Electric or photoelectric indication or reading means
- G01C2009/066—Electric or photoelectric indication or reading means optical
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- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Optics & Photonics (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Length Measuring Devices By Optical Means (AREA)
Abstract
The present invention relates to an underground deformation measuring apparatus capable of monitoring and measuring a behavior or deformation such as inclination of an underground using an optical fiber.
The earth deformation measuring apparatus according to the present invention includes an outer inclinometer having a pipe shape and an inner inclinometer installed inside the outer inclinometer.
The inner inclinometer includes an upper member; A lower member; A first bending member capable of bending in a first direction or a second direction when an external force is applied; A second bending member disposed parallel to and spaced apart from the first bending member and bent in the same direction as the first bending member when the external force is applied; A first optical fiber having a first section connected to the upper member and a second section connected to the lower member to induce a tensile force in the first direction bending and to cause compression in the second direction bending; Wherein the first section is connected to the upper member and the second section is connected to the lower member to cause compression in the first direction bending and a second optical fiber in which tension is induced in the second direction bending, ; And at least one optical fiber sensor formed on the first optical fiber and the second optical fiber, respectively.
Description
The present invention relates to an inclinometer, and more particularly, to an in-situ deformation measuring apparatus capable of monitoring and measuring a behavior or a deformation such as a tilt of an underground using an optical fiber.
In general, deformation of the ground is caused by natural causes such as fine earthquakes and heavy rains, or by artificial causes such as various construction works.
However, due to the above-mentioned causes, when the change of the ground occurs, various pipes buried in the ground due to subsidence, breakage, and inclination of the ground may collapse or various slopes may be collapsed, When the construction is carried out, the accident occurs such as collapse of the closing road.
In order to prevent such collapse, recently, equipment capable of predicting collapse of the slope has been known and used, but development of a device capable of predicting the collapse of the flat surface and the collapse of the tunnel is insufficient.
As a device applied to collapse of the slope surface, there is known a device that interconnects a pile put on the ground through a wire and predicts the collapse sign of the slope according to a change in the length of the wire.
However, when the slope is measured using such a device, it is possible to predict the surface collapse of the slope, but it is impossible to measure the inside of the slope and thus the slope of the slope can not be predicted.
In order to solve such problems, a method has been proposed in which a plurality of electric sensor-based inclinometers are connected in a pipe and arranged in a row in a pipe, and then buried in the ground.
In this case, there is an advantage in that the ground deformation such as tilting and sinking of the ground can be measured. However, since the electric sensor based inclinometer is expensive, the conventional earth deformation measuring apparatus having a plurality of inclinometers on one pipe, There was a drawback that the price was very expensive.
In addition, since an electric sensor-based inclinometer requires a cable withdrawal for each inclinometer, there is a disadvantage in that when a plurality of inclinometers are installed in the ground, cable processing, use, and the like are troublesome and the sensor may be damaged due to lightning.
In order to solve this problem, a method of attaching an optical fiber sensor to a pipe has been proposed. However, in the conventional inclinometer using an optical fiber, it is possible to measure the deformation of the ground only when the pipe itself undergoes flexural deformation, There was a limitation in measuring the deformation of the pipe when the entire pipe was inclined without the pipe.
In order to solve such a problem, an inclinometer including a pendulum rotating in a clockwise or counterclockwise direction is provided inside a pipe, and such a pendulum is rotatably connected to a support by a bearing, whereby the entire pipe A device for measuring the occurrence of inclination by a pendulum rotating so as to face the gravity direction when tilted has been proposed.
However, such a pendulum-type inclinometer has caused a clearance in the bearing connecting the pendulum and the support, which causes lateral flow of the pendulum. However, such lateral flow of the pendulum acts as noise in measuring the underground behavior, which has a problem that measurement accuracy and reliability may be lowered.
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and it is an object of the present invention to provide a method of measuring a slope of a pipe, And to provide an underground deformation measuring apparatus capable of accurately measuring an underground deformation.
It is still another object of the present invention to provide an underground deformation measuring apparatus capable of precisely measuring the degree of inclination by eliminating noise generating factors due to clearances of apparatus parts and the like.
In order to attain the above object, an earth deformation measuring apparatus according to the present invention comprises an inclinometer (hereinafter referred to as an "outside tilt gauge") having a pipe shape and another tilt gauge (hereinafter referred to as an "internal tilt gauge" Quot;).
The inner inclinometer includes an upper member; A lower member; A first bending member connected at one end to the upper member and connected to the lower member at the other end and bendable in a first direction or a second direction when an external force is applied; A second bending member which is connected to the upper member at one end thereof and is connected to the lower member at a second end thereof and is spaced apart from and parallel to the first bending member and is bent in the same direction as the first bending member when the external force is applied, Wow; Wherein the first bending member and the second bending member are spaced apart from each other in front of the first bending member and the second bending member, the first section is connected to the upper member and the second section is connected to the lower member, A first optical fiber induced to be compressed in the second direction bending; The first bending member is spaced apart from the first bending member and the second bending member such that the first portion is connected to the upper member and the second portion is connected to the lower member, A second optical fiber in which compression is induced and a tensile force is induced in the second direction bending; And at least one optical fiber sensor formed on the first optical fiber and the second optical fiber, respectively.
The outer inclination system comprises: a hollow tube body in which an inner inclinometer is housed; A guide rail formed on the inner surface of the tubular body along the longitudinal direction thereof in the form of a slot groove; A pair of jigs including a body and an engaging protrusion protruding from the body, the engaging protrusion being slidably engaged with the guide rail and being spaced apart from each other; A tightening bolt for tightening the pair of jigs in a range of the guide rail, the pair of jigs being fixed to the guide rail by a bolt formed in the coupling protrusion; A third optical fiber fixed on one body of the jig, and the other optical fiber fixed on the body of the other jig; And at least one optical fiber sensor formed on the third optical fiber.
According to the ground deformation measuring apparatus of the present invention, it is possible to monitor and measure various behaviors of the bar, which can measure not only the deformation of the pipe but also the tilting of the pipe without deformation of the pipe itself, There is an effect that a more accurate measurement result and data reliability can be guaranteed.
Particularly, according to the earth deformation measuring apparatus according to the present invention, the sensing range of the apparatus and the pre-stress accompanying it can be selectively adjusted within a predetermined range, so that a single measuring apparatus can be used for various environments, As a result, it is possible to maximize the operational width and elasticity of the apparatus.
1 is an exploded perspective view of an inner inclinometer according to the present invention.
Fig. 2 is a perspective view of the coupling of Fig. 1; Fig.
Figure 3 is a front view of Figure 2;
Figure 4 is a side view of Figure 3;
5 is a perspective view of the 1a position adjusting means according to the present invention;
6 (a) is a cross-sectional view of first and second fasteners according to the present invention, and FIG. 6 (b) is a sectional view showing a state where first and second optical fibers are connected to first and second fasteners.
7 is a perspective view of a tube of an outside inclinometer according to the present invention.
8 is a perspective view of a jig of an outside inclinometer according to the present invention.
9 is a perspective view of an outside inclinometer according to the present invention.
Fig. 10 is a first embodiment of an installation structure in a tubular body of an inner inclinometer according to the present invention. Fig.
11 is a second embodiment of an installation structure of an inner inclination meter in a tube according to the present invention.
12 is a perspective view of an earth deformation measuring apparatus according to the present invention.
FIG. 13 (a) is a schematic view showing an underground buried structure and bending deformation of an underground deformation measuring apparatus according to the present invention. FIG.
FIG. 13 (b) is a schematic view showing an underground buried structure and a tilting deformation of an underground deformation measuring apparatus according to the present invention. FIG.
The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. The singular expressions include plural expressions unless the context clearly dictates otherwise. In this specification, the terms "comprises" or "having" and the like refer to the presence of stated features, integers, steps, operations, elements, components, or combinations thereof, But do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, or combinations thereof.
Also, in the present specification, the term " above or above "means to be located above or below the object portion, and does not necessarily mean that the object is located on the upper side with respect to the gravitational direction. It will also be understood that when a section of an area, plate, or the like is referred to as being "above or above another section ", this applies not only to the case where the other section is " And the like.
Also, in this specification, when an element is referred to as being "connected" or "connected" with another element, the element may be directly connected or directly connected to the other element, It should be understood that, unless an opposite description is present, it may be connected or connected via another element in the middle.
Also, in this specification, the terms first, second, etc. may be used to describe various components, but the components should not be limited by the terms. The terms are used only for the purpose of distinguishing one component from another.
The earth deformation measuring apparatus according to the present invention includes an inclination meter (hereinafter referred to as an 'outside inclination meter') having a pipe shape and another inclination meter (hereinafter referred to as an 'inside inclination meter') fixedly accommodated in the outside inclination meter do.
Hereinafter, the inner inclination meter of the present invention will be described first, and then the outer inclination meter will be described.
FIG. 1 is an exploded perspective view of an inner inclinometer according to the present invention, FIG. 2 is an assembled perspective view of FIG. 1, FIG. 3 is a front view of FIG. 2, and FIG. 4 is a side view of FIG.
1 to 4, an inner inclinometer according to the present invention includes an
The
The shape of the
The
Although the material of the
The shape of the
When the inner inclination system further includes a position adjusting means 1a to be described later, a
One end of the
Here, the 'application of external force' refers to a force that causes the
The
Therefore, the first direction bending means a bending deformation in the front direction of the plate body of the
Preferably, the
The
For example, when the first external force (or the second external force) is applied, the
In order to operate the
The first
The Bragg grating strain sensor can detect a change in lattice spacing due to a tensile or compressive force applied to the first
By using the property that the wavelength of the reflected light is changed according to the change of the Bragg grating interval, the corresponding strain can be measured by analyzing the wavelength variation amount of the reflected light, so that the inclination of the measured object can be monitored and measured .
Meanwhile, the plurality of
The first
The second
Here, the 'front' of the
According to the above-described structure, when the
The first section and the second section of the first
The fixing
However, the first
The first section of the first
The inner inclination system of the present invention is characterized in that the measurement range and the pre-strain amount of the inner inclination gauge can be freely adjusted through the operation of the first and second position adjustment means.
Specifically, the inner inclinometer of the present invention can adjust the flexural deformation range of the
Fig. 5 is a perspective view of a first position adjusting means according to the present invention, Fig. 6 (a) is a sectional view of first and second fasteners according to the present invention, Fig. 6 1 and the second optical fiber are connected to each other.
Referring to FIGS. 1, 5, and 6, when the measurement range of the inner inclinometer is changed as described above, the first position adjustment unit of the present invention adjusts the position where the first section of the first
According to a preferred embodiment, the first position adjusting means includes a
The
The
The
These first
The tightening
The threaded
The tightening
That is, when the upper end of the
With the above arrangement, the fixing position of the
By adjusting the fixing position of the first section, the pre-strain adjustment of the first
When the
The first
Preferably, the first
With the above structure, the first section of the first
The
The first b position adjusting means of the present invention adjusts the position where the first section of the second
The first b position adjusting means includes a
The first b position adjusting means is provided on the other surface of the
Accordingly, the
In other words, the
The pre-stress of the second
The 2a position adjusting means of the present invention is a structure for adjusting the range of the bending deformation of the
According to a preferred embodiment, the 2a position adjustment means includes a first fixing table 50a, a first
The first fixing table 50a is vertically protruded on the upper surface of the
The first fixing table 50a may be formed into a columnar shape as shown in Fig. 1. Preferably, at least one surface opposed to the first
The first
The first
The
According to one embodiment, the position selection holes 32a may be formed at the lower end of the
The tightening
Specifically, when the lower end of the
For example, when the tightening
In this manner, the position where the
For reference, by increasing the exposure lengths of the
Here, the 'exposure length of the
The second position adjusting means of the present invention is for adjusting the range of the bending deformation of the
The second position adjusting means includes a second fixing table 50b, a second
That is, the second fixing table 50b is protruded to the vertical upper portion of the
With the above-described structure, the second b position adjusting means adjusts the position where the
On the other hand, the first
1, the first
The inner inclinometer of the present invention is characterized in that the bending members are provided as a pair (i.e., first and second bending members), which prevents malfunctions or measurement failures that may occur when the bending members are constituted by one unit. .
In other words, the bending member provided in the inner inclination system must be deformed only in the first direction or the second direction in terms of its characteristics. When the bending member is composed of one bending member, The second direction), and the inclination can not be measured accurately.
However, when the bending members are constituted as a pair as proposed in the present invention and the pair of bending members are arranged so as to be parallel to each other, the bending member can resist the vertical external force, It is possible to prevent bending deformation and to prevent malfunction of the inner inclination meter or measurement failure.
Furthermore, even if the bending member is constituted by a pair (i.e., first and second bending members) as described above, the first
As an enlarged embodiment, the inner inclinometer according to the present invention may further comprise the 1a 'position adjusting means and the 1b' position adjusting means.
The 1a 'position adjusting means adjusts the position where the second section of the first
According to the above configuration, the first '
The pre-stress adjustment of the first
The first b 'position adjusting means adjusts the position where the second section of the second
According to the above-described configuration, the fixing position of the second '
By adjusting the fixing position of the second section, the pre-strain adjustment of the second
As described above, when the inner inclinometer of the present invention is constituted, it is advantageous to further include the 1a 'position adjusting means and the 1b' position adjusting means as follows.
The pre-strain adjustment range, that is, the position adjustment range is limited to the range of the long axis length L1 of the first
The second section of the first
As another extended embodiment, the inner inclinometer of the present invention further comprises another pair of position adjusting means configured similarly to the position adjusting means of 2a and 2b, and the other pair of position adjusting means comprises an
If another pair of position adjusting means is further provided on the side of the
As a result, according to the inner inclinometer according to the present invention, the sensing range of the sensor and the pre-stress accompanying the sensor can be selectively adjusted within a predetermined range, so that a single device can be installed and used more flexibly in various environments and objects to be measured.
Hereinafter, the outer tilt sensor of the present invention will be described in detail.
FIG. 7 is a perspective view of a tube of an external inclinometer according to the present invention, FIG. 8 is a perspective view of a jig of an external inclinometer according to the present invention, and FIG. 9 is a perspective view of an external inclinometer according to the present invention.
The outboard inclinometer of the present invention is constructed in the form of a pipe and is an apparatus for measuring a change in the inclination according to the behavior of the measurement object together with the
7 to 9, the outer inclinometer of the present invention includes a
The
The
On the other hand, when the
According to a preferred embodiment, the
The guide rails 82 may be at least two, preferably four, and the plurality of
The
According to a preferred embodiment, the
The
The seating groove 99 of the
The engaging
A
The first and
The third
And a
The Bragg grating strain sensor is configured such that a change in lattice spacing can be caused by the tensile or compressive force applied to the third
By using the property that the wavelength of the reflected light is changed according to the change of the Bragg grating interval, the corresponding strain can be measured by analyzing the wavelength variation amount of the reflected light, so that the inclination of the measured object can be monitored and measured .
It should be noted that a plurality of
One region and the other region of the third
The fixing
As described above, the pair of
The outer inclination system of the present invention can select the fixing position of the
According to a preferred embodiment, the fastening position of the
The sensing range is determined by the amount of pre-strain applied and the sensing sensitivity is determined by adjusting the distance of the third
The adjustment of the distance of the third
11 is a second embodiment of the installation structure of the inner inclination gauge according to the present invention in a tubular body according to the present invention, Fig.
10 to 12, the
As shown in FIG. 10, the
Preferably, the plurality of moving
The
As another embodiment, the
12, the underground strain measuring apparatus of the present invention has at least a pair of
Fig. 13 (a) is a schematic view showing the underground buried structure and bending deformation of the underground deformation measuring apparatus according to the present invention. Fig. 13 (b) is a view showing the underground buried structure and tilting deformation of the underground deformation measuring apparatus according to the present invention Fig.
First, as shown in Fig. 13 (a), when the
Next, as shown in Fig. 13 (b), when the tilting of the
13 shows that one underground deformation measuring apparatus is buried in the
The in-depth deformation measuring apparatus of the present invention reacts only with respect to deformation (i.e., uniaxial tilting) in the first direction or the second direction. In installing the
As a concrete example, assuming that five
Also, as described above, the
As a result, the underground deformation can be measured only when deformation of the
While the preferred embodiments of the present invention have been described and illustrated above using specific terms, such terms are used only for the purpose of clarifying the invention, and it is to be understood that the embodiment It will be obvious that various changes and modifications can be made without departing from the spirit and scope of the invention. Such modified embodiments should not be understood individually from the spirit and scope of the present invention, but should be regarded as being within the scope of the claims of the present invention.
10: upper member 20: lower member
30a: first bending
32a, 32b:
40a ': first'
40b ': second'
42a ': first'
42b ': second'
46a: first
46b: second
50a: first fixing table 50b: second fixing table
60a: first pressing
62: connecting
70a: first
71: third
81,92: Fixing agent 80: Tubular body
82: guide rail 90: jig
91: body 93: engaging projection
Claims (11)
A first bending member connected at one end to the upper member and at the other end to the lower member and bendable in a first direction or a second direction when an external force is applied;
A second bending member which is connected to the upper member at one end thereof and is connected to the lower member at a second end thereof and is spaced apart from and parallel to the first bending member and is bent in the same direction as the first bending member when the external force is applied, ;
Wherein the first bending member and the second bending member are spaced apart from each other in front of the first bending member and the second bending member, the first section is connected to the upper member and the second section is connected to the lower member, A first optical fiber induced to be compressed in the second direction bending;
The first bending member is spaced apart from the first bending member and the second bending member such that the first portion is connected to the upper member and the second portion is connected to the lower member, A second optical fiber in which compression is induced and a tensile force is induced in the second direction bending; And
An optical fiber sensor formed at least one in each of the first optical fiber and the second optical fiber;
And an inner inclination meter made up of an inner inclination sensor.
A first position adjusting means for adjusting a position where the first section of the first optical fiber is fixed on the upper member; And second position adjusting means for adjusting a position at which the other end of the first bending member is fixed to the lower member,
The first position adjusting means comprises:
A first fixture fixing the first section and determining a position where the first section is fixed on the upper member;
A pair of first holes formed parallel to each other along the longitudinal direction of the first fixture;
A fastening bolt that passes through the first hole and is fastened to the upper member to thereby determine a position where the first fastener is fixed on one surface of the upper member within the first long hole; And
And a first anti-skid groove formed in a groove structure in the first fixture between the pair of first holes,
Wherein the first section of the first optical fiber comprises:
Wherein the first deformation preventing member is fixed between the pair of first holes by a fixing agent applied at least including the first anti-skid groove.
The 2a position adjustment means includes:
A first fixture protruding from a vertical upper portion of the lower member;
A first pressing piece disposed in front of the first fixing table;
A position selection hole formed at one end of the first bending member along a longitudinal direction thereof; And
And a tightening bolt passing through the first pressing piece and fastened to the first fixing base,
Wherein one end of the first bending member is provided with:
Wherein the fastening bolt is interposed between the first fixing table and the first pressing piece and the fastening bolt is fastened to the first fixing table through the first pressing piece and the position selection hole, And the position selection hole is adjusted within the range of the position selection hole.
And second b position adjusting means for adjusting a position at which the other end of the second bending member is fixed to the lower member,
The second b position adjusting means comprises:
A second fixing base protruding from a vertical upper portion of the lower member;
A second pressing piece disposed in front of the second fixing table;
A position selection hole formed at one end of the second bending member along the longitudinal direction thereof; And
And a tightening bolt passing through the second pressing piece and fastened to the second fixing table,
Wherein the first pressing piece and the second pressing piece are integrally connected to each other through a connecting member interposed therebetween so that when an action of the lower member occurs, an external force corresponding to the behavior is applied to the first pressing piece and the second pressing piece Wherein the first bending member and the second bending member are connected to each other via the first bending member and the second bending member.
Further comprising first b position adjusting means for adjusting a position where a first 'section of the second optical fiber is fixed on the upper member,
The first b position adjusting means comprises:
A second fixture for determining a position where the first 'section is fixed and the first' section is fixed on the upper member;
A pair of second holes formed parallel to each other along the longitudinal direction of the second fixture;
A fastening bolt that passes through the second hole and is fastened to the upper member so that a position at which the second fastener is fixed on the other surface of the upper member is determined within the second long hole; And
And a second anti-skid groove formed in a groove structure in the second fixture between the pair of second holes,
The first section of the second optical fiber may include:
Is fixed between the pair of second holes by a fixing agent applied at least including the second anti-skid groove.
A hollow tubular body in which the inner inclinometer is housed;
A guide rail formed on the inner surface of the tubular body along the longitudinal direction thereof in the form of a slot groove;
A pair of jigs including a body and an engaging projection formed to protrude from the body, the engaging projection being slidably engaged on the guide rail and being spaced apart from each other;
A tightening bolt for adjusting a distance between a position where the pair of jigs is fixed on the guide rail and a distance between the pair of jigs in the guide rail,
A third optical fiber fixed on one body of the jig, and the other optical fiber fixed on the body of the other jig; And
At least one optical fiber sensor formed on the third optical fiber;
Further comprising an external tilt sensor configured to detect the ground tilt.
Wherein the third optical fiber is configured to be able to adjust a distance from a longitudinal center axis of the tubular body through height adjustment of the jig.
The plurality of tubes are provided,
Wherein the inner inclination meter is installed in at least one of the plurality of tubular bodies,
Wherein the pair of jigs, the third optical fiber, and the optical fiber sensor are installed in at least one of the plurality of tubes.
Wherein the coupling protrusions are formed in a structure capable of being inserted into the guide rails.
Wherein the guide rails are provided in a plurality of locations, and the pair of jigs are provided at a plurality of locations.
Further comprising a moving rail for mounting said inner inclinometer inside said tube,
The moving rail includes: a plurality of supports, one end of which is coupled to the inner inclinometer; And a wheel axially rotatably coupled to each of the plurality of supports,
Wherein the wheel is movably coupled along the guide rail.
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KR1020160049044A KR101718411B1 (en) | 2016-04-22 | 2016-04-22 | Underground deformation measuring apparatus |
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KR1020160049044A KR101718411B1 (en) | 2016-04-22 | 2016-04-22 | Underground deformation measuring apparatus |
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CN117073633A (en) * | 2023-10-12 | 2023-11-17 | 四川公路工程咨询监理有限公司 | Seam settlement monitoring device for road engineering and monitoring method thereof |
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CN117073633A (en) * | 2023-10-12 | 2023-11-17 | 四川公路工程咨询监理有限公司 | Seam settlement monitoring device for road engineering and monitoring method thereof |
CN117073633B (en) * | 2023-10-12 | 2024-01-16 | 四川公路工程咨询监理有限公司 | Seam settlement monitoring device for road engineering and monitoring method thereof |
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