CN105157672B - A kind of vertical survey instrument being used between shaft tower - Google Patents
A kind of vertical survey instrument being used between shaft tower Download PDFInfo
- Publication number
- CN105157672B CN105157672B CN201510521590.7A CN201510521590A CN105157672B CN 105157672 B CN105157672 B CN 105157672B CN 201510521590 A CN201510521590 A CN 201510521590A CN 105157672 B CN105157672 B CN 105157672B
- Authority
- CN
- China
- Prior art keywords
- plastic casing
- horizon equipment
- laser
- half disk
- disk
- 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.)
- Active
Links
- 229920003023 plastic Polymers 0.000 claims abstract description 28
- 239000004033 plastic Substances 0.000 claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 238000003032 molecular docking Methods 0.000 claims 1
- 238000005259 measurement Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
Classifications
-
- 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
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Length Measuring Devices By Optical Means (AREA)
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The invention discloses a kind of vertical survey instrument being used between shaft tower, it is related to power system measuring technical field of tools, the measuring instrument includes plastic casing, the horizon equipment of strip is provided with plastic casing, the lower surface medium position of horizon equipment is rotated by the inwall of first rotating shaft and plastic casing and connected, laser is provided with the side of first rotating shaft, opposite side is provided with balancing weight and horizon equipment levelling gear, laser is fixedly connected with the lower surface of horizon equipment, the Laser emission direction of laser is parallel with the levelling tube length direction of horizon equipment, balancing weight is fixedly connected with the lower surface of horizon equipment, Laser emission mouthful and bubble observation panel are also provided with plastic casing, the bandage for being fixed with tower bar is additionally provided with the both sides of plastic casing.The measuring instrument is easy to use, can accurately and quickly measure certain 2 points discrepancy in elevation between two shaft towers, improve operating efficiency.
Description
Technical field
The present invention relates to power system measuring technical field of tools.
Background technology
In electric power system, as the distribution project of upgrading and rebuilding is further carried out, nowadays to work progress and process water
It is flat to have higher standard and the request, the level condition between shaft tower, that is, two neighboring shaft tower are often examined in construction
Between be located at the discrepancy in elevation between certain 2 points on two shaft towers respectively, it is necessary to level meter or theodolite are operated come complete by special messenger
Into not only higher to personnel qualifications but also process is cumbersome inefficient.In order to quick, safety, high-quality, efficient complete
Into vertical survey task, it is now desired to a kind of new survey tool.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of vertical survey instrument being used between shaft tower, the measuring instrument uses letter
Folk prescription just, can accurately and quickly measure certain 2 points discrepancy in elevation between two shaft towers, improve operating efficiency.
To solve the above problems, the present invention is adopted the technical scheme that：A kind of vertical survey instrument being used between shaft tower, the survey
Measuring instrument includes plastic casing, and the horizon equipment of strip is provided with plastic casing, and the lower surface medium position of the horizon equipment passes through
The inwall of first rotating shaft and plastic casing rotates connection, and laser is provided with the side of first rotating shaft, and opposite side is provided with balancing weight
With horizon equipment levelling gear, the laser is fixedly connected with the lower surface of horizon equipment, the Laser emission direction of the laser
Parallel with the levelling tube length direction of horizon equipment, the balancing weight is fixedly connected with the lower surface of horizon equipment, in plastic casing
On be also provided with Laser emission mouthful and bubble observation panel, be additionally provided with the bandage for being fixed with tower bar in the both sides of plastic casing.
It is preferred that, the horizon equipment levelling gear includes the disk being vertically arranged, and the disk includes upper half disk with
Semi-disc, is mutually butted, the disk is by being located at down between the upper half disk and lower half disk by respective diameter side
The inwall of second rotating shaft of semi-disc circle centre position and plastic casing, which is rotated, to be connected, the center of circle of second rotating shaft and upper half disk it
Between eccentric throw be L, the curved wall of the upper half disk contacts with the lower surface of horizon equipment, and the lower half disk is provided with driving
Mechanism.
It is preferred that, the diameter of the upper half disk is less than the diameter of lower half disk, and the drive mechanism is and lower half disk
By gear teeth pitch wheel, the diameter of the gear is less than the diameter of upper half disk, and the core wheel of the gear is connected with
Rotating handles, the rotating handles is stretched out in outside plastic casing.
It is using the beneficial effect produced by above-mentioned technical proposal：Using different between the measuring instrument two shaft towers of measurement
The discrepancy in elevation of two points of height is simple and convenient quick, and very accurate, which obviates and measures institute's band using spirit level
The tedious steps come, make measurement work simple and convenient.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is overlooking the structure diagram of the invention.
Wherein, 1, plastic casing, 2, horizon equipment, 3, first rotating shaft, 4, laser, 5, balancing weight, 6, bubble observation panel, 7,
Bandage, 8, upper half disk, 9, lower half disk, the 10, second rotating shaft, 11, gear, 12, rotating handles.
Embodiment
The present invention is further detailed explanation with reference to the accompanying drawings and detailed description as shown in Figure 1 and Figure 2, and one
The vertical survey instrument being used between shaft tower is planted, the measuring instrument includes plastic casing 1, and the horizon equipment of strip is provided with plastic casing 1
2, the lower surface medium position of the horizon equipment 2 is rotated by first rotating shaft 3 with the inwall of plastic casing 1 to be connected, at first turn
The side of axle 3 is provided with laser 4, and opposite side is provided with balancing weight 5 and horizon equipment levelling gear, the laser 4 and horizon equipment 2
Lower surface is fixedly connected, and the Laser emission direction of the laser 4 is parallel with the levelling tube length direction of horizon equipment 2, described
Balancing weight 5 is fixedly connected with the lower surface of horizon equipment 2, and Laser emission mouthful and bubble observation panel 6 are also provided with plastic casing 1,
The bandage 7 for being fixed with tower bar is additionally provided with the both sides of plastic casing 1.
Horizon equipment levelling gear includes the disk being vertically arranged, and the disk includes upper half disk 8 and lower half disk 9, institute
State between upper half disk 8 and lower half disk 9 and to be mutually butted by respective diameter side, the disk is by being located at lower half disk 9
The inwall of second rotating shaft 10 of circle centre position and plastic casing 1 is rotated and be connected, the center of circle of second rotating shaft 10 and upper half disk 8 it
Between eccentric throw be L, the curved wall of the upper half disk 8 contacted with the lower surface of horizon equipment 2, and the lower half disk 9 is provided with
Drive mechanism.
The diameter of upper half disk 8 is less than the diameter of lower half disk 9, and the drive mechanism is to pass through the gear teeth with lower half disk 9
Pitch wheel 11, the diameter of the gear 11 is less than the diameter of upper half disk 8, and the core wheel of the gear 11 is connected with rotation
Handle hand 12, the rotating handles 12 is stretched out in outside plastic casing 1.
As depicted in figs. 1 and 2, when using the measuring instrument, tied up first with bandage 7 by what the measuring instrument was fixed at it
In a shaft tower on, the level of horizon equipment 2 is then made by horizon equipment levelling gear, the bottom of horizon equipment 2 passes through first rotating shaft 3
Rotate and be connected with the inwall of plastic casing 1, wherein side is provided with laser 4, opposite side is provided with balancing weight 5, the weight of balancing weight 5
More than the weight of laser 4, it is adjusted by horizon equipment levelling gear, can makes to show water in the level of horizon equipment 2, such as Fig. 1
The structure of flat device levelling gear, it includes upper half disk 8, lower half disk 9 and gear 11, leads between lower half disk 9 and gear 11
Gear teeth intermeshing is crossed, by operating rotating handles 12 to rotate it, so as to drive lower half disk 9 to rotate, and then makes upper semi-circle
Disk 8 is rotated, due to having eccentric throw L between the second rotating shaft 10 and the center of circle of upper half disk 8, so when upper half disk 8 is with second turn
When rotation centered on axle 10, the distance between contact point between upper half disk 8 and the bottom surface of horizon equipment 2 to the second rotating shaft 10
Gradually it can diminish or become big, that is, horizon equipment 2 is adjusted in short transverse, because the weight of balancing weight 5 is more than
The weight of laser 4, so in the case of no ejection of upper half disk 8, horizon equipment 2 is that the right weight left side is light, so energy
Enough realize that this is adjusted, the position of bubble is observed by bubble observation panel 6, makes its placed in the middle, because laser 4 launches laser
Direction is parallel with the length direction of levelling tube, thus now open laser 4, its launch laser rays be also it is horizontal, then
The emission port position of laser 4 is made a mark on shaft tower, then the position that laser 4 is irradiated on another tower bar is made
Mark, now just have found two highly consistent datum marks on two tower bars simultaneously, then measure two by graduated scale
On tower bar two points to be measured respectively on this tower bar datum mark distance, both differences are between two tested points
The discrepancy in elevation.
It is using the beneficial effect produced by above-mentioned technical proposal：Using different between the measuring instrument two shaft towers of measurement
The discrepancy in elevation of two points of height is simple and convenient quick, and very accurate, which obviates and measures institute's band using spirit level
The tedious steps come, make measurement work simple and convenient.
Claims (2)
1. a kind of vertical survey instrument being used between shaft tower, it is characterized in that：The measuring instrument includes plastic casing（1）, in plastic casing
（1）The interior horizon equipment provided with strip（2）, the horizon equipment（2）Lower surface medium position pass through first rotating shaft（3）With outside plastics
Shell（1）Inwall rotate connection, in first rotating shaft（3）Side be provided with laser（4）, opposite side is provided with balancing weight（5）And water
Flat device levelling gear, the laser（4）With horizon equipment（2）Lower surface be fixedly connected, the laser（4）Laser hair
Penetrate direction and horizon equipment（2）Levelling tube length direction it is parallel, the balancing weight（5）With horizon equipment（2）Lower surface fix
Connection, in plastic casing（1）On be also provided with Laser emission mouthful and bubble observation panel（6）, in plastic casing（1）Both sides be additionally provided with
For the bandage fixed with tower bar（7）, the horizon equipment levelling gear includes the disk that is vertically arranged, and the disk includes upper
Semi-disc（8）With lower half disk（9）, the upper half disk（8）With lower half disk（9）Between it is mutual by respective diameter side
Docking, the disk is by being located at lower half disk（9）Second rotating shaft of circle centre position（10）With plastic casing（1）Inwall rotate
Connection, second rotating shaft（10）With upper half disk（8）The center of circle between eccentric throw be L, the upper half disk（8）Arc
Shape side wall and horizon equipment（2）Lower surface contact, the lower half disk（9）Provided with drive mechanism.
2. a kind of vertical survey instrument being used between shaft tower according to claim 1, it is characterized in that：The upper half disk
（8）Diameter be less than lower half disk（9）Diameter, the drive mechanism be and lower half disk（9）It is intermeshing by the gear teeth
Gear（11）, the gear（11）Diameter be less than upper half disk（8）Diameter, the gear（11）Core wheel be connected with rotation
Handle hand（12）, the rotating handles（12）Stretch out in plastic casing（1）Outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510521590.7A CN105157672B (en) | 2015-08-24 | 2015-08-24 | A kind of vertical survey instrument being used between shaft tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510521590.7A CN105157672B (en) | 2015-08-24 | 2015-08-24 | A kind of vertical survey instrument being used between shaft tower |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105157672A CN105157672A (en) | 2015-12-16 |
| CN105157672B true CN105157672B (en) | 2017-08-01 |
Family
ID=54798614
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510521590.7A Active CN105157672B (en) | 2015-08-24 | 2015-08-24 | A kind of vertical survey instrument being used between shaft tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105157672B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107101628A (en) * | 2017-03-01 | 2017-08-29 | 陈婷 | One kind measures more accurately engineering survey mark post |
| WO2018170627A1 (en) * | 2017-03-18 | 2018-09-27 | 深圳市方鹏科技有限公司 | High precision measuring instrument using computer control |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2588326Y (en) * | 2002-12-27 | 2003-11-26 | 南京泉峰国际贸易有限公司 | Laser line marking device |
| CN1800779A (en) * | 2005-12-27 | 2006-07-12 | 厦门大学 | Apparatus and method for measuring tidal flat elevation |
| CN201066276Y (en) * | 2007-06-28 | 2008-05-28 | 周民 | A device for measuring rail height and direction |
| CN201653402U (en) * | 2010-03-20 | 2010-11-24 | 周光权 | Laser and bubble combined level gauge |
| CN202041204U (en) * | 2011-01-22 | 2011-11-16 | 刘立娜 | Total station coordinate quick positioner |
| CN103727920A (en) * | 2013-12-27 | 2014-04-16 | 湖北省水利水电规划勘测设计院 | Method of measuring level elevation difference based on geoid model |
| CN203719651U (en) * | 2014-03-04 | 2014-07-16 | 程伟 | Laser tree height measurer |
| CN204177379U (en) * | 2014-10-23 | 2015-02-25 | 长安大学 | One can across obstacle formula horizontal range and vertical survey instrument |
| CN205037891U (en) * | 2015-08-24 | 2016-02-17 | 国家电网公司 | A vertical survey appearance for between shaft tower |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101224084B1 (en) * | 2012-09-21 | 2013-01-21 | 주식회사 미래지중정보 | Apparatus of measuring distance with standard position |
| KR20120131132A (en) * | 2012-10-22 | 2012-12-04 | 김성희 | Level measuring equipment of excavator |
-
2015
- 2015-08-24 CN CN201510521590.7A patent/CN105157672B/en active Active
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2588326Y (en) * | 2002-12-27 | 2003-11-26 | 南京泉峰国际贸易有限公司 | Laser line marking device |
| CN1800779A (en) * | 2005-12-27 | 2006-07-12 | 厦门大学 | Apparatus and method for measuring tidal flat elevation |
| CN201066276Y (en) * | 2007-06-28 | 2008-05-28 | 周民 | A device for measuring rail height and direction |
| CN201653402U (en) * | 2010-03-20 | 2010-11-24 | 周光权 | Laser and bubble combined level gauge |
| CN202041204U (en) * | 2011-01-22 | 2011-11-16 | 刘立娜 | Total station coordinate quick positioner |
| CN103727920A (en) * | 2013-12-27 | 2014-04-16 | 湖北省水利水电规划勘测设计院 | Method of measuring level elevation difference based on geoid model |
| CN203719651U (en) * | 2014-03-04 | 2014-07-16 | 程伟 | Laser tree height measurer |
| CN204177379U (en) * | 2014-10-23 | 2015-02-25 | 长安大学 | One can across obstacle formula horizontal range and vertical survey instrument |
| CN205037891U (en) * | 2015-08-24 | 2016-02-17 | 国家电网公司 | A vertical survey appearance for between shaft tower |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105157672A (en) | 2015-12-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106813717A (en) | A kind of soil real-time detection apparatus | |
| CN202614190U (en) | Laser ruler | |
| CN105157672B (en) | A kind of vertical survey instrument being used between shaft tower | |
| CN205002715U (en) | Road traffic denoter dipperstick | |
| CN104482845A (en) | Roadway section measuring instrument and measuring method | |
| CN205037891U (en) | A vertical survey appearance for between shaft tower | |
| CN104236411A (en) | Simple turning tool protractor | |
| CN204240988U (en) | A kind of novel building level measurement device | |
| CN204269110U (en) | A kind of side slope measuring equipment locating device based on laser ranging technique | |
| KR200488675Y1 (en) | A jig to measuring gap of the curved blocks of hull | |
| CN207439392U (en) | A kind of project cost dosage measurement ruler | |
| CN202734692U (en) | Portable measuring ruler | |
| CN202382743U (en) | Intersection cultellation rapid measurement tool | |
| CN202709994U (en) | Transmission line sag calculation device | |
| CN205426136U (en) | Be fit for building site measuring device | |
| CN108461017A (en) | A kind of physics teaching simple pendulum device | |
| CN104165619B (en) | Laser inclination tester | |
| CN106052507A (en) | Measuring tool and method for general investigation of pipeline in comprehensive pipe gallery | |
| CN204404971U (en) | A kind of arc measuring instrument | |
| CN206683636U (en) | Compare measurement apparatus in a kind of hydraulic model test slope | |
| CN203198514U (en) | Teaching ruler | |
| CN208059905U (en) | A kind of calibration slewed laser beam grenade instrumentation | |
| CN206974303U (en) | Multifunctional leather tape measure | |
| CN106500665A (en) | Patrolling transmission line tiltometer | |
| CN111024979A (en) | Depth-measurable current meter |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |