GB2344887A - Surveying navigation and astronomy instrument - Google Patents
Surveying navigation and astronomy instrument Download PDFInfo
- Publication number
- GB2344887A GB2344887A GB9827473A GB9827473A GB2344887A GB 2344887 A GB2344887 A GB 2344887A GB 9827473 A GB9827473 A GB 9827473A GB 9827473 A GB9827473 A GB 9827473A GB 2344887 A GB2344887 A GB 2344887A
- Authority
- GB
- United Kingdom
- Prior art keywords
- instrument
- scale
- arm
- measurement device
- arms
- 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.)
- Granted
Links
Classifications
-
- 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
- G01C9/12—Measuring inclination, e.g. by clinometers, by levels by using a single pendulum
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C21/00—Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00
- G01C21/02—Navigation; Navigational instruments not provided for in groups G01C1/00 - G01C19/00 by astronomical means
-
- 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
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- General Physics & Mathematics (AREA)
- Astronomy & Astrophysics (AREA)
- Automation & Control Theory (AREA)
- Position Fixing By Use Of Radio Waves (AREA)
- Length-Measuring Instruments Using Mechanical Means (AREA)
Abstract
An instrument in the form of a cross with an attached scale C of degrees and centrally fixed, weighted plumb line or bar F that acts as an indicator.The cross piece B acts as a sight and the lower part of the perpendicular upright A acts as a fulcrum.Where the upper part of the perpendicular upright acts as a further sight line for observing angles horizontally. Used for construction projects,navigation,astronomy and art.
Description
2344887 1 Patent Application for SURVEYING ASTRONOMY AND NAVIGATION
INSTRUMENT By Crichton Edward McGregor Miller 33 Clover Close Boughton Vale Rugby CV23 OUA United Kingdom.
16/11/98 6/11/98 Crichton E M Miller 2 DESCRIPTION
This invention relates to devices known as a Traveller.Theodolite and Sextant for finding levels and angles in topography, construction, latitude and longtitude,star and planetary body positions.
A traveller is used in pipe laying for the finding of levels and is a T shaped device with a plumb line centred in the cross piece,which when the plumb line hangs at right angles to the cross piece this indicates a level gradient.
Theodolite are used to measure the angles of gradients with the use of mirrors and a scale measured in degrees and are combined with a sighting pole graded to indicate heights.
Sextants are similar in design to the theodolite and are used to measure the angles of planetary bodies and star positions in combination with a published almanac to find latitude and longtitude for the purpose of navigation.
Both the Sextant and Theodolite are expensive items requiring specialist training and operation.
A specific embodiment of the invention will now be described by way of example with reference to the accompanying drawings in which:- According to the present invention there is provided (see Figures 1 & 2) (A.) A vertical upright or bar to which is attached (B.) A cross piece functioning as a sighting device at right angles to the upright. The lower part of the upright must act as a fulcrum and be free for adjustment. The fulcrum may be mounted on an adjustable tripod,hand held or freestanding, (C.)Joining the upright and the cross piece is added a scale plate which may encompass 360o or any part thereof. (D.)At the centre of the cross piece is fixed a nut or bearing. (E.) Fixed to the nut or bearing is a plumb line or bar. (F) Attached to the end of the line or bar is a bob or weight which clears the scale plate (G.) Fixed to the scale plate is a scale measuring degrees,minutes and seconds of arc. This scale is reversible for separate applications. (Accuracy is dependent on the overall size of the device).
Figure 1 shows a plan view of the device Figure 2 shows a sectionall view with component parts Figure 3 shows the finding of elevations and gradients Figure 4 shows the finding of levels Figure 5 shows the finding of gradients at right angles to the observer.
Figure 6 shows the finding of latitude in navigation Figure 7 shows the finding of longtitude for navigation by measuring the movement of lunar,solar and planetary bodies against the background of the ecliptic. Astronomers may also measure the daily and seasonal variations of the ecliptic with the device
3 DESCRIPTION An observer may achieve several objectives with the use of this instrument (1) The instrument is used by looking along the sight line at a distant object and reading the angle marked off on the scale by the plumb line. (Figure 3) (2) By calculating the distance to the object the elevation of the object can be found with the use of simple geometry.
(3) With the addition of a measured pole and taking into account the overall height of the instrument an observer can measure gradients.
(4) Accurate levels are easily achieved by ensuring that the plumb line is vertical when sighting (Figure 4) (5) Gradients and other angles can be measured by turning the device through 90o so that the upright is in line with the angle of the object observed and the scale facing the observer.(Figure 5) (6) Navigators can find latitude by sighting the pole star and directly reading the degree of latitude from the instrument allowing for refraction. (Figure 6) A 90o scale of 50 centimetres will give an accuracy within 10 nautical miles.
(7) Ascension and declination can be found in astronomy by the same method of sighting the angle of any celestial body with the instrument. (Figure 7) (8) Consequently longtitude can be found by relating the known daily lunar movement to the azimuth of the ecliptic and deducting the difference in degrees.
(8) Distance made good can be calculated by adding or subtracting the difference in the predicted angle and converting to nautical miles,after taking into account the latitude of the observer.
4
Claims (8)
1. A n instrument in the form of a cross for measuring angles in degrees for construction, art, n avigation or astronomy.
2. An instrument as claimed in claim 1 with an attached scale in degrees.
3.An instrument as claimed in claims 1 & 2 with an attached plumb line or bar placed at the centre of the cross.
4. An instrument as claimed in claims 1 2 & 3 which has any weighted device to indicate the angle of degrees against the attached scale.
5. An instrument as claimed in claims 1 2 3 & 4 which is hand held, freestanding or mounted on a tripod or any other steadying device.
6. An instrument as claimed in claims 1 2 3 4 & 5 where the upright perpendicular to the cross piece is adjustable in height.
5. An instrument as claimed in any preceding claim which incorporates a simple sight or groove on the cross bar.
6. An instrument substantially as described herein with reference to Figures 1 - 7 of the accompanying drawings.
Amendments to the claims have been filed as follows A measurement device, comprising a plurality of intersecting arms, disposed in a cross configuration, one arm deployable as either a sight line, for line-of-sight viewing longitudinally, from one end to another, or laterally, with one end as a pointer, viewed laterally from a remote offset viewing stance, in either case, upon alignment of a remote end of one arm, with a target object; one end of the other arm, opposite to the pointer end of the one arm, being disposed as a stabilising, fulcrum mount, about which to adjust sight-line orientation, inclination and/or elevation; a pendulum, or plumb line, freely suspended from the arm intersection; and a scale, interposed between the arms, and crossed by the suspended pendulum, or plumb line, to allow a scale reading, for determining sight-line inclination, or elevation, of a target object.
2.
A measurement device, as claimed in Claim 1, with arms deployable as alternative, or interchangeable, sighting, alignment reference, or fulcrum arms.
3.
A measurement device, as claimed in either of the preceding claims, with an adjustable fulcrum arm.
1 1 6 4.
A measurement device, as claimed in any of the preceding claims, with a graduated, arcuate, scale, spanning the intersecting arms, and marked to allow direct reading of angular elevation, or inclination.
5.
A measurement device, as claimed in any of the preceding claims, with a graduated, continuous circular, scale, spanning the intersecting arms, and marked to allow direct reading of angular elevation, or inclination.
6.
A measurement device, as claimed in any of the preceding claims, with an arcuate scale, spanning the intersecting arms, with a portion to one side of a fulcrum arm graduated as a navigation and astronomy scale, and another portion, to another side of the fulcrum arm, graduated as a surveying scale.
7.
A measurement device, as claimed in any of the preceding claims, with an arm incorporating a groove, to facilitate sighting.
8.
A measurement device, as claimed in any of the preceding claims, with differential length arms.
U tl
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB9827473A GB2344887B (en) | 1998-12-10 | 1998-12-10 | Surveying navigation and astronomy instrument |
| GB9929088A GB2344654B (en) | 1998-12-10 | 1999-12-08 | Survey and navigation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB9827473A GB2344887B (en) | 1998-12-10 | 1998-12-10 | Surveying navigation and astronomy instrument |
Publications (4)
| Publication Number | Publication Date |
|---|---|
| GB9827473D0 GB9827473D0 (en) | 1999-02-10 |
| GB2344887A true GB2344887A (en) | 2000-06-21 |
| GB2344887A9 GB2344887A9 (en) | 2000-07-07 |
| GB2344887B GB2344887B (en) | 2000-11-01 |
Family
ID=10844173
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB9827473A Expired - Fee Related GB2344887B (en) | 1998-12-10 | 1998-12-10 | Surveying navigation and astronomy instrument |
| GB9929088A Expired - Fee Related GB2344654B (en) | 1998-12-10 | 1999-12-08 | Survey and navigation device |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB9929088A Expired - Fee Related GB2344654B (en) | 1998-12-10 | 1999-12-08 | Survey and navigation device |
Country Status (1)
| Country | Link |
|---|---|
| GB (2) | GB2344887B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103196427A (en) * | 2013-02-26 | 2013-07-10 | 罗斌 | Semicircular built-in counterweight type slope gauge applicable to heading face in pit |
| CN103884320A (en) * | 2014-03-10 | 2014-06-25 | 中国华冶科工集团有限公司 | Detection method of structure perpendicularity |
| CN104949654A (en) * | 2014-03-31 | 2015-09-30 | 雷万军 | No-water-gauge type level gauge |
| CN108036770A (en) * | 2017-12-11 | 2018-05-15 | 合肥霞康电子商务有限公司 | A kind of high accuracy road gradient detection trolley |
| CN109470212A (en) * | 2018-11-22 | 2019-03-15 | 国网天津市电力公司电力科学研究院 | A kind of substation lightning rod tower inclination detection instrument and using method thereof |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100523725C (en) * | 2006-03-10 | 2009-08-05 | 中国海洋大学 | Anchor horizontal oblique angle measuring device and using method thereof |
| CN101398302B (en) * | 2007-09-26 | 2011-03-23 | 力帆实业(集团)股份有限公司 | Front inclination angle measurement mechanism for motorcycle |
| DE102008010844B4 (en) * | 2008-02-25 | 2017-11-02 | Mohamed El-Habib Rahal | Crescent-tracking device |
| CN111809894A (en) * | 2020-04-30 | 2020-10-23 | 中冶(上海)钢结构科技有限公司 | Self-calibrating grid frame suitable for uneven terrain and construction method thereof |
| CN113251995B (en) * | 2021-05-18 | 2023-03-21 | 中国科学院云南天文台 | Method for obtaining all-weather astronomical longitude and latitude indirect measurement value |
| CN113819888B (en) * | 2021-11-22 | 2022-03-08 | 郯城县水务集团有限公司 | Open-air building gradient measuring device |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB556379A (en) * | 1942-09-09 | 1943-10-01 | Reginald Victor Edwards | Improvements in or relating to builder's levels |
| GB722828A (en) * | 1952-02-07 | 1955-02-02 | Frederick Bowes D Enis | Improvements in or relating to clinometers |
| GB1411598A (en) * | 1972-12-12 | 1975-10-29 | Dunn G R | Navigation instrument |
| WO1981002783A1 (en) * | 1980-03-26 | 1981-10-01 | I Johnsson | Device for setting inclination |
| US4586263A (en) * | 1985-03-15 | 1986-05-06 | Brattain Charles E | Pendulum level |
| GB2292220A (en) * | 1994-08-11 | 1996-02-14 | Dennis George Yeo | Levelling aid |
| GB2298275A (en) * | 1995-02-24 | 1996-08-28 | Grohe Armaturen Friedrich | Level indicator for articles on a wall |
| GB2317012A (en) * | 1996-09-10 | 1998-03-11 | Mark Paul Footitt | Apparatus for use on construction sites |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1258518A (en) * | 1969-02-28 | 1971-12-30 | ||
| US3828436A (en) * | 1972-12-24 | 1974-08-13 | C King | Swinging t-square |
| GB2143639A (en) * | 1983-07-20 | 1985-02-13 | John Derek Stafford Townshend | Perspective clinometer |
| US4914823A (en) * | 1987-06-11 | 1990-04-10 | Harris Kenneth W | Float biased level apparatus |
-
1998
- 1998-12-10 GB GB9827473A patent/GB2344887B/en not_active Expired - Fee Related
-
1999
- 1999-12-08 GB GB9929088A patent/GB2344654B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB556379A (en) * | 1942-09-09 | 1943-10-01 | Reginald Victor Edwards | Improvements in or relating to builder's levels |
| GB722828A (en) * | 1952-02-07 | 1955-02-02 | Frederick Bowes D Enis | Improvements in or relating to clinometers |
| GB1411598A (en) * | 1972-12-12 | 1975-10-29 | Dunn G R | Navigation instrument |
| WO1981002783A1 (en) * | 1980-03-26 | 1981-10-01 | I Johnsson | Device for setting inclination |
| US4586263A (en) * | 1985-03-15 | 1986-05-06 | Brattain Charles E | Pendulum level |
| GB2292220A (en) * | 1994-08-11 | 1996-02-14 | Dennis George Yeo | Levelling aid |
| GB2298275A (en) * | 1995-02-24 | 1996-08-28 | Grohe Armaturen Friedrich | Level indicator for articles on a wall |
| GB2317012A (en) * | 1996-09-10 | 1998-03-11 | Mark Paul Footitt | Apparatus for use on construction sites |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103196427A (en) * | 2013-02-26 | 2013-07-10 | 罗斌 | Semicircular built-in counterweight type slope gauge applicable to heading face in pit |
| CN103884320A (en) * | 2014-03-10 | 2014-06-25 | 中国华冶科工集团有限公司 | Detection method of structure perpendicularity |
| CN104949654A (en) * | 2014-03-31 | 2015-09-30 | 雷万军 | No-water-gauge type level gauge |
| CN108036770A (en) * | 2017-12-11 | 2018-05-15 | 合肥霞康电子商务有限公司 | A kind of high accuracy road gradient detection trolley |
| CN109470212A (en) * | 2018-11-22 | 2019-03-15 | 国网天津市电力公司电力科学研究院 | A kind of substation lightning rod tower inclination detection instrument and using method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| GB2344887B (en) | 2000-11-01 |
| GB2344887A9 (en) | 2000-07-07 |
| GB9827473D0 (en) | 1999-02-10 |
| GB2344654B (en) | 2002-12-11 |
| GB9929088D0 (en) | 2000-02-02 |
| GB2344654A (en) | 2000-06-14 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PCNP | Patent ceased through non-payment of renewal fee |
Effective date: 20091210 |