SU30456A1 - Adaptation to theodolite to determine the excess points and horizontal positions of the lines during a total station survey - Google Patents
Adaptation to theodolite to determine the excess points and horizontal positions of the lines during a total station surveyInfo
- Publication number
- SU30456A1 SU30456A1 SU100369A SU100369A SU30456A1 SU 30456 A1 SU30456 A1 SU 30456A1 SU 100369 A SU100369 A SU 100369A SU 100369 A SU100369 A SU 100369A SU 30456 A1 SU30456 A1 SU 30456A1
- Authority
- SU
- USSR - Soviet Union
- Prior art keywords
- theodolite
- adaptation
- total station
- lines during
- horizontal positions
- Prior art date
Links
- 230000006978 adaptation Effects 0.000 title 1
- 238000010586 diagram Methods 0.000 description 5
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Description
Изобретение относитс к приспособлени м дл механизации работ при тахеометрической съемке, дава сразу же в поле как горизонтальное проложение линий , так и превышение точек.The invention relates to devices for mechanization of work in a tacheometric survey, giving immediately in the field both horizontal distance of lines and elevation of points.
Предлагаемое приспособление, прикрепл емое сбоку или спереди к теодолиту, выполнено в виде помещенного в кожухе поворотного барабана с нанесенной на нем диаграммой дл отсчета через прорез в кожухе превышени точек и шкалой дл отсчета проложени линий. Дл поворота барабана служит сектор, насаженный на горизонтальную ось трубы теодолита .The proposed fixture, attached to the side or front of the theodolite, is made in the form of a rotary drum placed in the casing with a diagram printed on it through the slot in the casing of excess points and a scale for measuring the laying of lines. To rotate the drum there is a sector mounted on the horizontal axis of the theodolite pipe.
На чертеже фиг. 1 изображает диаграмму превышений; фиг. 2-линейку с индексами; фиг. 3-общий вид прибора; фнг. 4- соединение сектора с барабаном; фиг. 5- прибор (фиг. 3), установленный на теодолите сбоку; фиг. 6-другую форму выполнени соединени , указанного на фиг. 4.In FIG. 1 depicts an elevation diagram; FIG. 2-line with indexes; FIG. 3-general view of the device; fng 4- sector connection with the drum; FIG. 5- device (Fig. 3), mounted on the side of theodolite; FIG. 6 is another embodiment of the joint shown in FIG. four.
338338
Приспособление или прибор имеет назначение сделать ненужными кабинетные вычислени после съемки. Он дает сразу во врем работы в поле как горизонтальное положение линий, так и превышение точек. Основной частью приспособлени вл етс диаграмма превышений нанесенна на подвижном ци.индре. Диаграмма барабана А в развернутом виде показана на фиг. 1. По вертикальной оси диаграммы отложены градусы углов наклона , а по горизонтальной-логарифмическа шкала длин.The device or device has the purpose to make desk calculations unnecessary after the shooting. During work in the field, he gives both the horizontal position of the lines and the excess of points. The main part of the fixture is the elevation diagram plotted on the mobile qiindra. A diagram of the drum A is shown unfolded in FIG. 1. On the vertical axis of the diagram, the degrees of the angles of inclination are plotted, and on the horizontal-logarithmic scale of lengths.
Кривые посто нных превышений вычислены по формуле тангенса угла наклона и показывают превышени , равные 1, 2, 3... 9, 10 метрам при шкале длин от 10 до 100 метров или 10, 20, 30... 90, 100 метрам при шкале длин от 100 до 1000 метров Превышени более 100 метров встречаютс очень редко. Кроме того углы наклона ограничены 30 градусами в обе стороны , чего практически достаточно. Средн (пр ма ) лини показывает превышеу ff . 9fffThe constant elevation curves are calculated by the formula of the slope and show elevations equal to 1, 2, 3 ... 9, 10 meters with a scale of lengths from 10 to 100 meters or 10, 20, 30 ... 90, 100 meters with a scale Lengths from 100 to 1000 meters. Excess over 100 meters is very rare. In addition, the angles of inclination are limited to 30 degrees in both directions, which is practically enough. The average (straight) line shows above ff. 9fff
{ ФИГ. 6{FIG. 6
Эксперт Г. В, Варлих Редактор Ю. Н. ЭрлихExpert G.V., Varlich Editor Yu. N. Erlich
Тип, «ИскраType, "Spark
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU100369A SU30456A1 (en) | 1931-12-30 | 1931-12-30 | Adaptation to theodolite to determine the excess points and horizontal positions of the lines during a total station survey |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SU100369A SU30456A1 (en) | 1931-12-30 | 1931-12-30 | Adaptation to theodolite to determine the excess points and horizontal positions of the lines during a total station survey |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SU30456A1 true SU30456A1 (en) | 1933-05-31 |
Family
ID=48348044
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SU100369A SU30456A1 (en) | 1931-12-30 | 1931-12-30 | Adaptation to theodolite to determine the excess points and horizontal positions of the lines during a total station survey |
Country Status (1)
| Country | Link |
|---|---|
| SU (1) | SU30456A1 (en) |
-
1931
- 1931-12-30 SU SU100369A patent/SU30456A1/en active
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