KR101494857B1 - Bench mark surveying system - Google Patents
Bench mark surveying system Download PDFInfo
- Publication number
- KR101494857B1 KR101494857B1 KR20140152058A KR20140152058A KR101494857B1 KR 101494857 B1 KR101494857 B1 KR 101494857B1 KR 20140152058 A KR20140152058 A KR 20140152058A KR 20140152058 A KR20140152058 A KR 20140152058A KR 101494857 B1 KR101494857 B1 KR 101494857B1
- Authority
- KR
- South Korea
- Prior art keywords
- insertion portion
- piezoelectric element
- leveling
- fastening
- receiving
- Prior art date
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Classifications
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B3/00—Measuring instruments characterised by the use of mechanical techniques
- G01B3/02—Rulers with scales or marks for direct reading
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C15/00—Surveying instruments or accessories not provided for in groups G01C1/00 - G01C13/00
- G01C15/02—Means for marking measuring points
- G01C15/06—Surveyors' staffs; Movable markers
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C3/00—Measuring distances in line of sight; Optical rangefinders
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
- G01C5/02—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels involving automatic stabilisation of the line of sight
-
- 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
- G01C9/10—Measuring inclination, e.g. by clinometers, by levels by using rolling bodies, e.g. spheres, cylinders, mercury droplets
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01S—RADIO DIRECTION-FINDING; RADIO NAVIGATION; DETERMINING DISTANCE OR VELOCITY BY USE OF RADIO WAVES; LOCATING OR PRESENCE-DETECTING BY USE OF THE REFLECTION OR RERADIATION OF RADIO WAVES; ANALOGOUS ARRANGEMENTS USING OTHER WAVES
- G01S11/00—Systems for determining distance or velocity not using reflection or reradiation
- G01S11/14—Systems for determining distance or velocity not using reflection or reradiation using ultrasonic, sonic, or infrasonic waves
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16M—FRAMES, CASINGS OR BEDS OF ENGINES, MACHINES OR APPARATUS, NOT SPECIFIC TO ENGINES, MACHINES OR APPARATUS PROVIDED FOR ELSEWHERE; STANDS; SUPPORTS
- F16M2200/00—Details of stands or supports
- F16M2200/08—Foot or support base
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Electromagnetism (AREA)
- Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)
Abstract
The present invention relates to a leveling system that is easy to level.
The present invention can vertically upright the upright 122 through the upright installation mechanism 121 so that an exact collimation value can be obtained when the upper arm 122 is collimated through the leveler 110, Can be performed.
Further, according to the present invention, a single surveying engineer can perform a collimation operation through a leveling operation and a leveling machine, so that a leveling operation can be easily performed without a plurality of surveying engineers.
Description
The present invention relates to a leveling system that is easy to level.
In general, surveying is done first for various civil engineering design and architectural design. Surveying refers to all activities that measure horizontal distance, elevation difference and direction to determine the position of points mutually and display them in figures or figures.
Among these, a level measurement refers to observing the elevation difference of a specific point, and is also referred to as an elevation measurement or a level measurement. Levels are measured through these leveling measures.
During the level survey as described above, there is a direct gauging survey in which the height difference between two points is obtained by using a skeleton (stiff) and a leveler.
This leveling is generally accomplished by setting one path from the reference point to the target point, setting N midpoints on the path, moving the staff and level meter, and measuring each point.
On the other hand, the level measurement can accurately obtain the accurate measurement value by accurately observing the scale of the target through the level meter.
In the past, however, the surveying engineer had to hold the scales when setting up the scaffold, which made it difficult to set up the scaffolding precisely. In addition, if the survey engineer can not accurately construct the skull by mistake, it is not possible to collimate the exact scale with the leveler. If the skull itself is tilted, it is difficult to obtain accurate collimation value.
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and it is an object of the present invention to provide a leveling surveying system in which a single surveying engineer performs a leveling survey through a simple operation, Quot; is provided.
According to an aspect of the present invention,
A
A
A
And a control unit.
According to the present invention as described above, a single surveying operator can perform a collimation operation through a leveling installation operation and a leveling machine, so that a leveling operation can be easily performed even without a plurality of surveying operators, So that it is possible to obtain more accurate leveling data by correcting the collimating operation.
1 is a system diagram for explaining a leveling survey system in which leveling can be easily performed according to the present invention,
2 is a view for explaining a level meter according to the present invention,
FIG. 3 is a detailed view of a part of a thrusting mechanism according to the present invention,
4 is a view for explaining a left horizontal display mechanism and a right horizontal display mechanism according to the present invention,
5 is a perspective view for explaining an inserting portion of the left horizontal display mechanism and the right horizontal display mechanism according to the present invention,
FIG. 6 is a plan view of a planetary device according to the present invention,
7 is a view for explaining a direct gauging method,
Figs. 8 to 11 are views for explaining a case where the upright is vertically uprighted in the present invention. Fig.
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will now be described in detail with reference to the accompanying drawings.
2 is a view for explaining a leveling instrument according to the present invention, and Fig. 3 is a view for explaining a leveling instrument according to a first embodiment of the present invention. Fig. FIG. 4 is a view for explaining the left horizontal display mechanism and the right horizontal display mechanism according to the present invention, and FIG. 5 is a view for explaining the insertion portion of the left horizontal display mechanism and the right horizontal display mechanism according to the present invention FIG. 6 is a plan view of a planetary gear mechanism according to the present invention, and structural characteristics of the present invention will be described with reference to FIGS. 1 to 6. FIG.
A leveling survey system that facilitates leveling in accordance with the present invention includes a
The
The
The
The
The slider installing
The left fixing mechanism 121b has two or more fastening holes 121b1a penetrating up and down and is moved left and right into the left receiving groove 121a2 of the locomotive
The
The
The left side horizontal indicating mechanism 123 includes an
The right side horizontal display mechanism 124 includes an
The ultrasonic
The
The
The
Figs. 8 to 11 are diagrams for explaining a case where the upright is vertically uprighted in the present invention, and Figs. 8 to 11 are views for explaining a method of using the present invention As follows.
The surveyor sets one path to the target point, sets N midpoints on the path, and then moves the
For example, as shown in FIG. 7, when the midpoint is set to three and the height difference between points A and B is obtained, the
That is, at this time, the surveying operator positions the
Then, the surveying operator inputs the pre-backsight reference value through the
Subsequently, the
Subsequently, the surveyor moves the
Then, the surveying operator inputs the pre-display collimation value through the
Thereafter, the back and forth work is repeated along the above path.
As described above, when the display and back-side work from point A to point B is completed, the surveying engineer obtains the elevation of point B by using each of the result display standard values and the result back sight standard values stored in the
Here, a method of obtaining the elevation of the point B will be described with reference to Equations (1) and (2).
Where B.S (Back Sight) is the result backsight value and F.S (Fore Sight) is the result display normality value.
In this embodiment, the elevation of the point B can be obtained by using the values stored in the
As described above, it is possible to measure the level point in the level survey through the process of obtaining the elevation.
On the other hand, when performing the level measurement as described above, it is very important to accurately set the
However, in the case of the present invention, as shown in FIG. 8, when the
The surveyor then determines that the top 122 is not correctly erected and adjusts the height of the left support 121b2 of the left fixture mechanism 121b and the right support 121c2 of the
4, when the pushing
In this embodiment, a left-side horizontal display mechanism 123 and a right-side horizontal display mechanism 124 are provided to check the horizontal position of the
100; A
120; A
122; Shapes 123; The left horizontal indicator
124; A right
140;
210; An
230; Receiving
Claims (1)
A left receiving groove 121a2 provided at the left side of the coupling hole 121a1 and opened to the left side of the coupling hole 121a1 formed at the center of the coupling hole 121a1, A left upper insertion groove 121a4 provided on the left upper side of the fastening hole 121a1 and an upper side opened upward and provided above the left side receiving groove 121a2, 121a1 and has a top mounting mechanism body 121a provided at an upper portion of the right receiving groove 121a3 and opening upward and having a bottom right round insertion groove 121a5, A left moving panel 121b1 provided with a plurality of fastening holes 121b1a and provided so as to be movable left and right in the left receiving groove 121a2 of the locomotive mechanism body 121a so as to expose the fastening hole 121b1a, Two fastening holes 121b1a which are threadably fastened so as to be movable up and down A left fixing mechanism 121b having a left side support 121b2 on the left side support 121b2 and a fastening hole 121c1a penetrating up and down so that the fastening hole 121c1a is exposed, 121c and a right fixing mechanism 121c having a right side moving panel 121c1 movably installed in the left and right chambers 121a1 and 121a3 and a right side support 121c2 threadably fastened to the fastening holes 121c1a so as to be vertically movable A mechanism 121; A fastening portion 122a which is threadably engaged with the fastening hole 121a1 of the rod mounting body 121a and whose lower end protrudes downward from the fastening hole 121a1 of the rod mounting mechanism body 121a, (122) having a table chuck portion (122b) located on the upper side of the table (122a) and indicated with a scale and protruding upward from the table-setting implement main body (121a); An insertion portion 123a having a receiving space 123a1 formed therein and detachably attached to the left insertion groove 121a4 of the cylindrical mounting body 121a, A piezoelectric element 123b provided at a central portion of the insertion portion 123a1 when the insertion portion 123a is horizontal and accommodated in a receiving space 123a1 of the insertion portion 123a, A pressing ball 123c located at the center of the lower surface of the piezoelectric element 123b and pressing the piezoelectric element 123b and a piezoelectric element 123b provided on the insertion portion 123a and electrically connected to the piezoelectric element 123b, A left horizontal indicating mechanism 123 having a light emitting mechanism 123d that emits light when pressure is applied to the light emitting element 123b; An insertion portion 124a which is formed in a receiving space 124a1 in the inside of the insertion portion 124a1 so as to be detachable from the right insertion groove 121a3 of the cylindrical mounting body 121a, The piezoelectric element 124b provided at the central portion of the insertion portion 124a1 of the insertion portion 124a1 and the insertion portion 124a1 of the insertion portion 124a accommodated in the insertion space 124a1 of the insertion portion 124a, A pressing ball 124c positioned at the center of the lower surface of the piezoelectric element 124b and pressing the piezoelectric element 124b and a piezoelectric element 124b disposed on the upper portion of the insertion portion 124a and electrically connected to the piezoelectric element 124b, (124) having a light-emitting mechanism (124d) that emits light when pressure is applied to the light-receiving element (124b)
An ultrasonic distance measuring instrument having an ultrasonic distance measuring instrument 132 installed at a lower portion of the mounting part 131 and a mounting part 131 which is detachably attached to the lower end of the fastening part 122a of the front mount 122, 130):
A transmitter 140 installed at an installation part 131 of the ultrasonic distance measuring instrument 130 for transmitting a distance signal according to the ultrasonic distance meter 132;
A level meter 100 having a plurality of sensors,
A receiving unit 230 for communicating with the transmitter 140 of the leveling instrument 100 to receive the distance signal; a distance value according to a distance signal from the receiving unit 230; And a control unit (240) for calculating an elevation value based on the measurement value input from the input unit (210). The leveling terminal (200)
Wherein the leveling system comprises:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR20140152058A KR101494857B1 (en) | 2014-11-04 | 2014-11-04 | Bench mark surveying system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR20140152058A KR101494857B1 (en) | 2014-11-04 | 2014-11-04 | Bench mark surveying system |
Publications (1)
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KR101494857B1 true KR101494857B1 (en) | 2015-02-23 |
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Family Applications (1)
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KR20140152058A KR101494857B1 (en) | 2014-11-04 | 2014-11-04 | Bench mark surveying system |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101709679B1 (en) | 2016-12-07 | 2017-02-23 | (주)해양정보기술 | Equipment for leveling |
KR101941656B1 (en) * | 2018-10-23 | 2019-01-24 | (주)신한항업 | Staff Equipment For Leveling |
KR102224675B1 (en) | 2020-10-15 | 2021-03-08 | (주)대한지적기술단 | Surveying Equipment For Leveling |
KR102224678B1 (en) | 2020-10-15 | 2021-03-08 | (주)대한지적기술단 | Surveying Equipment For Leveling |
KR102224671B1 (en) | 2020-10-14 | 2021-03-09 | (주)대한지적기술단 | Level Equipment For Surveying |
KR102475087B1 (en) * | 2022-05-02 | 2022-12-07 | 주식회사 우리강산시스템 | Surveying Equipment Based on GNSS |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20050046985A (en) * | 2003-11-15 | 2005-05-19 | 주식회사 대우일렉트로닉스 | Horizontal leveler for electronic device |
KR101227189B1 (en) | 2012-08-06 | 2013-01-28 | 주식회사 한성유아이 | Altitude data confirmation system |
KR101349397B1 (en) | 2013-08-02 | 2014-01-13 | 명화지리정보(주) | Apparatus of staff installation with clean surface and adjusting hight for precise scaling |
KR101358983B1 (en) | 2013-08-28 | 2014-02-07 | 주식회사 첨단공간정보 | Bench mark surveying system for making the leveling route |
-
2014
- 2014-11-04 KR KR20140152058A patent/KR101494857B1/en not_active IP Right Cessation
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20050046985A (en) * | 2003-11-15 | 2005-05-19 | 주식회사 대우일렉트로닉스 | Horizontal leveler for electronic device |
KR101227189B1 (en) | 2012-08-06 | 2013-01-28 | 주식회사 한성유아이 | Altitude data confirmation system |
KR101349397B1 (en) | 2013-08-02 | 2014-01-13 | 명화지리정보(주) | Apparatus of staff installation with clean surface and adjusting hight for precise scaling |
KR101358983B1 (en) | 2013-08-28 | 2014-02-07 | 주식회사 첨단공간정보 | Bench mark surveying system for making the leveling route |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101709679B1 (en) | 2016-12-07 | 2017-02-23 | (주)해양정보기술 | Equipment for leveling |
KR101941656B1 (en) * | 2018-10-23 | 2019-01-24 | (주)신한항업 | Staff Equipment For Leveling |
KR102224671B1 (en) | 2020-10-14 | 2021-03-09 | (주)대한지적기술단 | Level Equipment For Surveying |
KR102224675B1 (en) | 2020-10-15 | 2021-03-08 | (주)대한지적기술단 | Surveying Equipment For Leveling |
KR102224678B1 (en) | 2020-10-15 | 2021-03-08 | (주)대한지적기술단 | Surveying Equipment For Leveling |
KR102475087B1 (en) * | 2022-05-02 | 2022-12-07 | 주식회사 우리강산시스템 | Surveying Equipment Based on GNSS |
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