1. Technology and Engineering
Mapping And Surveing Department
AUTOLEVELL AND THEODOLITE INTRODUCTION

2. Description of Aitolevel
An autolevel is a kind of instrument, scope in surveying and mapping which is usual to measure the difference oh high between certain point and others point. And also uses in measuring distance, which is called optical distance
Technology and Engineering

3. Kinds of Autolevel Rigid aotolevel
This instrument has a very simple construction. The characteristics are as follow:
The viewfinder line is perpendiculair with the first spindle.
The nivo alignment is equal with the viewfinder’s line
The nivo alignment is perpendiculair with the first spindle
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4. PART OF RIGID AUTOLEVEL
Pay attention on this image :
Telescope A
Nivo tube
Alignment B B
Oculer lens
Objective lens
Diaphragm driving force screw
Centering set screw
Top standard
Bottom standard A
Image 1 : rigid autolevel
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5. PART OF RIGID AUTOLEVEL
Description of image 1 :
Telescope: there are objective and oculair lens inside, also alignment, a shadow line which connecting intersection with the diaphragm cross thread
Nivo tube: it is used as the setting of guideline, in order that the alignment is equal with the reference line
Oculair lens : a lens at the back of the telescope
Centering set screw : three screws to set the bubble of the nivo in order that it’s the position will be in the centre
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6. PART OF RIGID AUTOLEVEL
Objective lens : a lens in front of the telescope
Top standard: main base where the top of the three screws located
Ring/ diaphragm regulator : instrument to set the target picture
Bottom standard : base that support the static head
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7. 2. Up Down autolevel
In this instrument, the top and the bottom part is separated by a hinge. So that the telescope can play up or down to make the position of the alignment is perpendiculair with the first spindle.
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8. PART OF UP DOWN AUTOLEVEL
Pay attention on this image :
Telescope A
Nivo Tube
Ocular lens B B
Alignment
Top Standard
Objective lens
Lever screw
Centering set screw
Bottom satndard A
Image 2 : Up Down Autolevel
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9. PART OF UP DOWN AUTOLEVEL
Description :
Telescope: it is different from telescope in rigid autolevel because there is a nivo tube in it.
Nivo tube : nivo used as a guideline of perpendicular of alignment and nivo reference line
Top standard : place of nivo box and hinge
Up down screw : to play telescope up or down so that the nivo balance is in balance.
Bottom standard : base that support the static head
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10. PART OF UP DOWN AUTOLEVEL
Centering set screw : the three screws to set the nivo bubble so that the first spindle is perpendicular with the reference field.
Nivo box : nivo as a guideline for the first spindle perpendicular with the nivo reference field
Hinge : connector between top and bottom part in order taht the telescope can be played up or down
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11. 3. Automatic Autolevel
This instrument has been completed with an automatic compensator. Although the factory doesn’t make the alignment perpendicular with the first spindle, but, if the nivo bubble is in the centre, it is automatically that all the conditions has completed.
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12. PART OF THE AUTOMATIC AUTOLEVEL
Pay attention on the image:
Telescope A B B
Alignment
Ocular Lens
Nivo Box
Centering Set Screw
Bottom Standard A
Image 3 : Automatic Autolevel
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13. PART OF AUTOMATIC AUTOLEVEL
Description :
Bottom Standard: base that support on static head and has locker screw hole
Centering set screw : the three screws to set the nivo bubble so that the first spindle is perpendicular with the reference field.
Top Standard : location of nivo box and hinge .
Telescope: consist of three parts: objective lens, upholder prism (a and b), two autofocus lens, two glasses for cross thread diaphragm scratches, and three parts of lens to set the shadow of cross thread
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14. PART OF AUTOMATIC AUTOLEVEL
Flat circle : a circle where the angle scale is written from 0 degree up to 360 degree.
Autofocus knob : a knob to set the sharpness of the target which there is a point so that it can move in every direction
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15. Kinds of Model of Autolevel
This model is Wildbeerburg Swizertland autolevel
This instrument is used for measuring high differences and measuring distance
In survey and maping job, this instrument is used for determining vertical position
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16. Kinds of Model of Autolevel
This is model Nicon AP-5 Japan fabrication.
This instrument is used for measuring high differences and measuring distance
In survey and maping job, this instrument is used for determining vertical position
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17. Kinds of Model of Autolevel
This is model Topcon AT-F4 Japan fabrication.
This instrument is used for measuring high differences and measuring distance
In survey and maping job, this instrument is used for determining vertical position
Technology and Engineering

18. Kinds of Model of Autolevel
This is model Topcon AT-F4 Japan fabrication.
This instrument is used for measuring high differences and measuring distance
In survey and maping job, this instrument is used for determining vertical position
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19. DESCRIPTION OF THEODILITE
Theodolite is an instrument in surveying and mapping scope. This instrument is used in measuring flat angle, zenith, and also measuring optical distance through tachymetry method.
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20. PART OF THEODOLITE 1. Top Part
a. Telescope which has no differnces with autolevel, completed with alignment.
b. Vertical scale circle
c. Flat spindle where the telescope and the vertical circle can move around.
d. Flat circle index reading
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21. PART OF THEODOLITE 2. Middle Part a. Buffer; supporting flat spindle.
b. Flat circle index reading which is concentric with the first flat circle
c. Vertical spindle, where the top and the middle part can go around it.
d. Nivo tube, to set spindle and nivo reference field must be in perpendicular.
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22. PART OF THEODOLITE 3. Bottom Part
a. Flat scale circle which rotate the vertical spindle.
b. Tripod
c. Three base screws
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23. KIND OF THEODOLITE 1. Reiteration Theodolite
An instrument to measure flat/hillside angle, optical distance, and high differences. Flat scale circle is ignited on the box, so that the flat scale cannot be played. Flat circle reading for certain target can’t be set into zero point.
Angle which formed by alignment is focused on two targets:
1. Top Angle ( M – B)
2. Bottom Angle ( B – M)
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24. PART OF REITERATION THEODOLIT
Pay attention on the image:
VERTICAL SCALE CIRCLE
SPINDLE-I
TELESCOPE
NIVO INDEX
SPINDLE-II
HORIZONTAL SPINDLE SUPPORT
BASE
Image 4 : Reiteration Theodolite
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25. 1. Repetition Thedolite
Principally, this instrument is not different with reiteration theodolite. However, they have differences in the construction. The flat scale circle can be played (up to 0 degree) and also can rotate the vertcal spindle.
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26. PART OF REPETITION THEODOLITE
Pay attention on this model :
VERTICAL SCALE CIRCLE
SPINDLE-I
TELESCOPE
VERTICAL CIRCLE NIVO INDEX
SPINDLE-II
HORIZONTAL SPINDLE SUPPORT
REPETITION SCREW
BASE
BASE SCREW
BASE
IMAGE 5 : REPETITION THEODOLITE
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27. Models of Theodolite This model is Topcon T.38 ATD Japan product.
This instrument is used for measuring flat angle, zenith, an optical distance. In surveying and mapping job, this is usually used to determine horizontal position, topography mapping and civil engineering survey
Technology and Engineering

28. Models of Theodolite
This model is Topcon T.20 DF Japan product. This instrument is used for measuring flat angle, zenith, an optical distance. In surveying and mapping job, this is usually used to determine horizontal position, topography mapping and civil engineering survey
Technology and Engineering

29. Models of Theodolite
This model is Widheerburg T.0 Swizhertland product.
This instrument is used for measuring flat angle, zenith, an optical distance. In surveying and mapping job, this is usually used to determine horizontal position, topography mapping and civil engineering survey
Technology and Engineering

30. Total Station Model
This model is Digital Total Station Sokkisa Jepang production.
This instrument is used for measuring flat angle, zenith, an optical distance. In surveying and mapping job, this is usually used to determine horizontal position, topography mapping and civil engineering survey
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31. Teknologi dan Rekayasa