GeoMax ZOOM1X User Manual

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Total Station Manual

Preface

Thanks a lot for purchasing our total station!

This manual is your good helper, please read it carefully before using the

instrumentand keep it safely.

Product affirms:

In order to get the best service from our company, please feedback your instruments’

versionincludingnumber, purchasing date and your suggestions to us afterthe

purchasing of the product.

We will attach great importance to any piece of advice from you, We will be very concerned about any detail of our products, We will make great efforts to provide better quality.

Notice: Our Company has the right to upgrade and improve the technical parameters

of instruments, which may not be announced in advance .The pictures in the manual

are only for reference and kind prevail.

Total Station Manual

z Features:

Rich Feature: Our Total Station is equipped with a wealth of measurement

applications including data storage, parameter settings and other functions for a

1. Absolute coded dial

With absolute digital dial, instrumentscan be measureddirectlywhen it powers on. The

measured azimuth angle result will not be lost even when the instrument shutoff.

2. powerful memory management

Large-capacity EMS memory,easy to manage the file system, serving to add, delete

and transfer data

3. No prism ranging

The series Total Station ZOOM 10 with laser ranging No-Prism is capable of

surveying forlong distance, fast and precise measurements with various materials and

different colors of objects (such as building walls, poles, wires, cliff wall, mountain,

mud , stakes, etc.). For those which are hard or impossible to be reached, the

application of Prism features can be a good measurement tasks.

4. special measurement procedure

The series total station is equipped with the basic surveying function as well as special

measurement procedures, undertaking REM, offset measuring, stakeout, Resection,

area measurement and calculation, road design etc. to meet the needs of professional

measurement.

5. eyepiece changeable

The instruments’ eyepiece can be changed, and equipped with a diagonal

eyepiece,serving to observe zenith and high buildings

6. An optional laster plumb

The site features is easy to instruct and set up stations

Total Station Manual

NOTE:

Avoid look directly into the sun with the eyepiece when measuring. Recommended to

use solar filter to reduce the impact

1. Avoid extreme temperature when storing equipment and sudden changes in

temperature when using the instrument.

2. The instrument should be loaded in boxplaced in dry and ventilated place and

prevented from shock, dust and moisture when it is not in use.

3. In order to get good accuracy, you should leave the instrument in the box ifthe

instrument temperaturehas large difference between working and storing you may

unpack the box and employ the instrument until the instrument reaches the

temperature at the working field.

4. If the instrument is not used for a long time, the battery should be unloaded and

stored separately and charged once a monthto prolong battery life.

5. The instrumentshould be installed in box when it is transported. Extrusion,

collision and violent vibration need to be carefully avoided during the transport

process. The soft mat May be placed around the box on the long-distance

transportation.

6. It is better to use high quality wooden foot stool to make surethe stability of

measurement and improve its accuracy, whensetting up the instrument.

7. Only use absorbent cotton or lens paper towipe the instrument gentlyIf exposed

optical device need to be cleaned.

8. Use flannelette or hairbrush to clean the instrument after using. Do not electrify

and start up after the device got wet in a rain.Using clean soft cloth to wipe it dry

and put it at ventilated place for a period of time to make the instrument fully dry

before using or packing.

9. Inspect instrument carefully and comprehensively to ensure its

indicators,function,power supply,initial setting and correction parameters meet

the requirements before operating.

10. If the function is abnormal, non-professional maintenance persons are not

allowed to dismantle the device without authorization in case of any unnecessary

damage.

11. Theemitted light of the no-prism total station ZOOM 10 is laser, do not direct to

eyes.

The elements of the instructional safeguard shall be as follows:

12.

– element 1a: not available

– element 2: “CAUTION” or equivalent word or text

– element 3: “Risk of explosion if the battery is replaced by an incorrect type” or equivalent text

– element 4: optional

Total Station Manual

z Security Guide

Pay attention to the following safety matters when you use the laser ranging free of prism.

Warning:

Totalstationfitoutlaserlevel3R/ċa which is recognized by the loge, which is above:

the verticallocking screw saying“3A laser product ”.This product belongs to Class 3R

levellaser .According to the following standards IEC 60825-12001Class 3R/ċa laser product

can reachfive times of emission limits of the Class 2/

in the wavelength between

400nm-700nm.

Warning :

Continuous stareinto the laser beam is harmful.

Prevention:

Do not stare at laser beam or point to others. The reflected beams is the effective signal of the

instrument. It’s safety to observe by eyepice.

Warning:

When the laser beam is irradiated reflected by prisms, plane mirrors, surface of metal and

windows,it’s dangerous to look straightinto the reflected beams.

Prevention :

Don’t stare at the reflected beams. When the laser is switched on (distance mode), do not

obstruct optical path or stand near the prism.Target at a prismwith total station telescope only.

Warning :

It’s dangerous to use the Class 3R laser deviceinproperly.

Prevention:

Toavoid injury, each user must carry safety prevention measures and operate the instrument

within the safety scope according to standard IEC60825-1: 2001).

The following is the explanation of the main part of the standard:

Class 3R level raserproducts are used outdoors and in construction (surveying with No-Prism).

A: Only trained and certified personnels are allowed to install, adjust and operate the laser

equipment.

B: set up appropriate laser warning sign within the operating field

C: To prevent anyone from looking into the laser beam use an optical instrument to observe.

D: in order to prevent laser damage to persons, the laser beams should be blocked at the end of the

working route, and also should be cut off when people work in the restricted area

(harmfuldistance)where laser beams crossing are harmful.

E: the route of the laser beam must set to be higher or lower than the human eye.

F: properly store and safekeep the laser products when they it is not used, unauthenticated

personals are not allowed using it.

G: Do not point laser beams at surfaces such as plane mirror, metal surface, window, especially

the surface of plane mirror and concave mirror.

Total Station Manual

Harmful Distance is the maximum distance from the starting point of the laser beams to where

people are right safe.The built-in harmful idstance of the Class 3R/ċa laser is 1000m(3300ft) and

the laser intensity will reduce to that of Class 1 products (which does not harm eyes) if people is

out of this range.

Caution: The user is cautioned that changes or modifications not expressly approved by the party

responsible for compliance could void the user's authority to operate the equipment.

This device complies with Part 15 of the FCC Rules and Industry Canada licence-exempt RSS

standard(s). Operation is subject to the following two conditions: (1) this device may not cause

harmful interference, and (

2) this device must accept any interference received, including interference that may cause

undesired operation.

Le présent appareil est conforme aux CNR d’Industrie Canada applicables aux appareils radio

exempts de licence. L’exploitation est autorisée aux deux conditions suivantes :

(1) l’appareil ne doit pas produire de brouillage, et

(2) l’utilisateur de l’appareil doit accepter tout brouillage radioélectrique subi, même si le

brouillage est susceptible d’en compromettre le fonctionnement.

NOTE: This equipment has been tested and found to comply with the limits for a ClassBdigital

device, pursuant to Part 15 of the FCC Rules. These limits are designed to provide reasonable

protection against harmful interference in a residential installation. This equipment generates, uses

and can radiate radio frequency energy and, if not installed and used in accordance with the

instructions, may cause harmful interference to radio communications. However, there is no

guarantee that interference will not occur in a particular installation.

If this equipment does cause harmful interference to radio or television reception, which can be

determined by turning the equipment off and on, the user is encouraged to trytocorrectthe

interference by one or more of the following measures:

-- Reorient or relocate the receiving antenna.

-- Increase the separation between the equipment and receiver.

-- Connect the equipment into an outlet on a circuit different from that to which the receiver is

connected.

-- Consult the dealer or an experienced radio/TV technician for help.

Caution: The user is cautioned that changes or modifications not expressly approved by the party

responsible for compliance could void the user's authority to operate the equipment.

This device complies with Part 15 of the FCC Rules and Industry Canada licence-exempt RSS

standard(s). Operation is subject to the following two conditions: (1) this device may not cause

harmful interference, and (

2) this device must accept any interference received, including interference that may cause

undesired operation.

Total Station Manual

Le présent appareil est conforme aux CNR d’Industrie Canada applicables aux appareils radio

exempts de licence. L’exploitation est autorisée aux deux conditions suivantes :

(1) l’appareil ne doit pas produire de brouillage, et

(2) l’utilisateur de l’appareil doit accepter tout brouillage radioélectrique subi, même si le

brouillage est susceptible d’en compromettre le fonctionnement.

NOTE: This equipment has been tested and found to comply with the limits for a Class B digital

device, pursuant to Part 15 of the FCC Rules. These limits are designed to provide reasonable

protection against harmful interference in a residential installation. This equipment generates, uses

and can radiate radio frequency energy and, if not installed and used in accordance with the

instructions, may cause harmful interference to radio communications. However, there is no

guarantee that interference will not occur in a particular installation.

If this equipment does cause harmful interference to radio or television reception, which can be

determined by turning the equipment off and on, the user is encouraged to trytocorrectthe

interference by one or more of the following measures:

-- Reorient or relocate the receiving antenna.

-- Increase the separation between the equipment and receiver.

-- Connect the equipment into an outlet on a circuit different from that to which the receiver is

connected.

-- Consult the dealer or an experienced radio/TV technician for help.

FCC& IC Radiation Exposure Statement:

This equipment complies with FCC and Canada radiation exposure limits set forth for an

uncontrolled environment. This equipment should be installed and operated with a minimum

distance of 20cm between the radiator and your body.

This transmitter must not be co-located or operating in conjunction with any other antenna or

transmitter.

Déclaration d’IC sur l’exposition aux radiations:

Cet équipement est conforme aux limites d’exposition aux radiations définies par le Canada pour

des environnements non contrôlés. Cet équipement doit être installé et utilisé à une distance

minimum de 20 cm entre l’antenne et votre corps.

Cet émetteur ne doit pas être installé au même endroit ni utilisé avec une autre antenne ou un autre

émetteur.

Total Station Manual

CONTENTS

1. Name and function of eachpart............................................................................. 11

1. Name.............................................................................................................. 11

2. Keys Functions and information display........................................................13

2. Preparation before measurement...........................................................................14

1. Unpack and store instrument..........................................................................14

2. Setting up the instrument............................................................................... 14

3. About the battery............................................................................................16

4. Reflecting prism............................................................................................. 17

5. Load or unload the base................................................................................. 17

6. Adjust telescope objective and aiming target.................................................17

7. Input Mode..................................................................................................... 17

7.1 Input characters................................................................................ 18

7.2 Delete characters.............................................................................. 19

8. Point Search................................................................................................... 20

8.1 Direct search.....................................................................................20

8.2 Wildcard search................................................................................ 23

3. Q-Survey............................................................................................................... 24

1. Notes in the distance measurement................................................................ 24

2. EDM Setting...................................................................................................26

2.1 Set the mode of EDM.......................................................................26

2.2 Atomosphere setting.........................................................................28

2.3 Grid factor setting............................................................................ 31

2.4 EDM signal...................................................................................... 33

3. Start measurement..........................................................................................34

3.1 Set HA..............................................................................................34

3.2 Set Station and instrument height.................................................... 37

3.3 Measurement.................................................................................... 38

3.4 Code................................................................................................. 39

4. Funtions.................................................................................................................41

1. Level...............................................................................................................41

2. Offset.............................................................................................................. 42

2.1 Distance Offset.................................................................................42

2.2 Cylinder Offset.................................................................................43

2.3 Angel Offset..................................................................................... 45

Total Station Manual

3. NP/P Toggle....................................................................................................47

4. Height Transfer...............................................................................................47

5. Hidden Point...................................................................................................51

6. Free Coding.................................................................................................... 53

7. Laser Pointer.................................................................................................. 53

8. Light............................................................................................................... 53

9. Unit Setting.................................................................................................... 53

10. Main Setting............................................................................................ 54

11. EDM Tracking.........................................................................................55

5. Applications.......................................................................................................... 56

1. Setting the Job................................................................................................ 56

1.1 Create a new Job.............................................................................. 56

1.2 Select anExisting Job from Memory................................................58

2. Setting the Station.......................................................................................... 59

2.1 Select the coordinate from memory [Find]...................................... 60

2.2 Select the Fix Point in the Memory [List]........................................61

2.3 Input the coordinates manually........................................................ 63

3. Setting the Orientation................................................................................... 64

3.1 Manual input orientation.................................................................. 64

3.2 Set orientation with coordinates.......................................................66

4. Starting the Applications................................................................................67

5. Surveying....................................................................................................... 68

5.1 Individual Point................................................................................71

5.2 Data.................................................................................................. 72

6. Stakeout.......................................................................................................... 74

6.1 Set Stakeout Point............................................................................ 74

6.2 Polar Stakeout Mode........................................................................ 78

6.3 Orthogonal to StationStakeout Mode...............................................81

6.4 Cartesian Stakeout Mode................................................................. 84

6.5 [Polar]...............................................................................................87

7. Resection........................................................................................................ 90

8. Tie Distance....................................................................................................94

8.1 Polygonal..........................................................................................94

8.2 Radial............................................................................................... 97

9. Area.............................................................................................................. 100

10. Remote Height...................................................................................... 103

10.1 Prism High Unknown.....................................................................105

11. COGO................................................................................................... 106

11.1 Traverse..........................................................................................106

Total Station Manual

11.2 Inverse............................................................................................ 110

11.3 Bearing-Bearing Intersection......................................................... 113

11.4 Bearing-Distance Intersection........................................................ 115

11.5 Distance-Distance Intersection.......................................................118

11.6 Line-Line Intersection....................................................................121

11.7 Distance-Offset...............................................................................123

11.8 Set Point......................................................................................... 124

11.9 Extension........................................................................................127

12. Road...................................................................................................... 129

12.1 Road Manage................................................................................. 129

12.2 Horizontal curve definition............................................................ 130

12.3 Vertical curve definition................................................................. 137

12.4 Road Stakeout................................................................................ 139

13. Stakeout Reference Element................................................................. 143

13.1 RefLine...........................................................................................143

13.2 RefArc............................................................................................ 152

6. File manage......................................................................................................... 162

1. Job................................................................................................................ 162

1.1 Select a Job.....................................................................................162

1.2 New a Job.......................................................................................163

1.3 Delete a job.................................................................................... 164

2. Fix Pt............................................................................................................ 165

2.1 Search Fix Pt.................................................................................. 166

2.2 Add Fix Pt...................................................................................... 167

2.3 Edit Fix Pt...................................................................................... 169

2.4 Delete Fix Pt...................................................................................170

3. Meas. Pt........................................................................................................ 171

3.1 View the measurement data........................................................... 171

3.2 Delete measurement data............................................................... 172

4. Code............................................................................................................. 173

4.1 Input Code......................................................................................173

4.2 View Code...................................................................................... 175

4.3 Delete Code....................................................................................176

5. Memory Statistics.........................................................................................178

7. Data Transfer.......................................................................................................180

1. Data Import.................................................................................................. 180

2. Data Export.................................................................................................. 182

8. Instrument Setting............................................................................................... 185

1. General Setting.............................................................................................185

Total Station Manual

2. EDM Setting.................................................................................................189

9. Adjust and Tools..................................................................................................190

1. Adjust........................................................................................................... 190

1.1 View adjust parameters.................................................................. 190

1.2 Adjust Index Error..........................................................................191

1.3 Adjust Tilt X...................................................................................191

1.4 Adjust Tilt Y................................................................................... 193

1.5 Instrument constant setting............................................................ 195

1.6 Factory setting................................................................................195

2. System infomation....................................................................................... 196

2.1 View System Information.............................................................. 196

2.2 Set System Date............................................................................. 196

2.3 Set System Time.............................................................................196

2.4 Firmware Upgrade......................................................................... 197

3. Checkout and calibration..............................................................................201

3.1 Tube level....................................................................................... 201

3.2 Circular level..................................................................................201

3.3 Telescope reticle.............................................................................202

3.4 The verticality of collimation axis and horizontal axis(2C)...........203

3.5 Vertical plate index zero automatic compensation......................... 203

3.6 Vertical collimation error (I Angle) and vertical collimation zero

value setting............................................................................................... 204

3.7 Plummet......................................................................................... 204

3.8 Instrument additive constant (K)....................................................206

3.9 The parallelism of collimation axis and photoelectricity axis....... 206

3.10 No prism ranging............................................................................207

10. Technical parameters....................................................................................208

11. Attachment A Road calculation example................................................210

12. Attachment B File format introduction........................................................ 215

1. Name and function of eachpart

1. Name

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Total Station Manual

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Total Station Manual

2. Keys Functions and information display

Total Station Manual

Key Function

Power ON/ Power OFF.

MEAS Trigger key, depends on setting, maybe disting& save,

disting or none.

ESC Cancel or exit.

ENT Confirm or commit editing.

Switch pages

Hot key to enter function menu in measuring interface.

User defined function key 1.

User defined function key 2

Ʒ 

Move cursor up or goto previous.

Move cursor down or goto next.

Move cursor left or goto left.

Move cursor right or goto right.

STU GHI

Entering letters A-Z.

1~ 9

0 ~ 9 Entering number or choose menu item.

F1 ~ F4 Soft keys to choose screen bottom function.

Total Station Manual

2. Preparation before measurement

Unpack and store instrument

z Unpack

Put down the box gently and turn up the cover then turn on the lock, open the

cover and take out the instrument.

z Deposit

Cover up the telescope mirror and make the vertical motion of alidade upwards

then put the instrument horizontally (keep the objective upwards) into box. Then

screw vertical motion gently. Cover up the box cover andlock the box. Loose

horizontal and vertical axis as much as possible to reduce he shock damage to

instrument.

2. Setting up the instrument

If the battery is mounted after the instrument is set up, the instrument will tilt

slightly. So, first mount the battery, then set the instrument up.

z Operating reference

1. Centering and levelling

1) Setting up the tripod

Extend the tripod legs toprovide a comfortable posture.

Setting up the tripod over the marked point on the ground, and center it.

2) Install the instrument on a tripod

Place the instrument on the tripod head.

Fix the instrument on the tripod.

3) Leveling instrument roughly by circular level

Turn on the instrument and switch the laser plummet and the electronic level

function on.

Move the tripod legs and use the tirbrach screws to center the instrument over

the ground point. Adjust the tripod legs to level the circular level.

4) Leveling instrument accurately by tubelevel

Loosen the horizontal clamp, and turn the instrument until the plate level is

parallel to the line between leveling foot screws A and B. Use leveling foot screws

A and B to center the bubble.

Total Station Manual

Rotate instrument 90°by vertical axis, then use foot screw C to center the

bubble.

Repeatsteps above until the bubble is at the same place in all directions.

2. Centering by centering tool ( optional or laser )

1) Set up a tripod

Extend a tripod to the appropriate height make sure the legs are spaced at equal

intervals and the head is approximately level .Set the tripod so that the head is

positioned over the surveying point. Brace tripod on the ground and keep oneleg

fixed.

2) Set up instrument and spotting Put instruments on a tripod carefully, and tighten the center connection screw. Adjust the optical centering tool to make reticule clear (open instrument and laser centering if it’s a laser centering tool).Handle another two unfixed legs,andadjust their position through the observation of the optical plummet. Make the three legs of the tripod fixed on the ground when the optical plummet is aligned to the station approximately .Adjustthree feet screws of total station and keep the optical centering tool (or laser centering) aiming at the station accurately.

3) Leveling instrument roughly by circular level

(Same as The section abovethat discusses centering and leveling with plumb bob)

4) Leveling instrument accurately by tubelevel

(Same as The section abovethat discusses centering and leveling with plumb bob)

5) Centering and leveling accurately

Loosen center connection screw slightly and move instrument horizontally(Don’t

rotate instrument) through observation to optical plummet, making the instrument

Total Station Manual

aim at station accurately. Tighten the center connection screw and leveling

instrument accurately again.

This operation should be repeated till the plumb aims at station accurately.

3. About the battery

z Mounting the battery

Fully charge the battery before measurement.

ƿ ƿ

Cut off the power before removing the battery.

⾥

Step mounting the battery

1. Insert the battery to the instrument.

2. Press the top of the battery until you hear a click sound.

⾥

Step Remove battery

1. Press the button downward.

2. Remove the battery by pulling it toward you.

Battery information

Power is adequate, operating available.

üü

The battery can be used for 4 hours when this symbol first appears. If you cannot master the consumed time, you should prepare a spare battery or charge the battery before using.

üü

End of the operation as soon as possible and replace the battery and

charge if running out of power.

It takes several minutes for the instrument to shut down when this

üü

symbol first appears. The battery has few power now and should be replaced an recharged.

Notice:

The operating time of battery depends on environmental conditions such as



ambient temperature, time and times of charging and so on the battery is suggested to be prepared or charged ahead before operation to keep it safety. The battery symbol only indicates power capability undercurrent measurement

mode. The remained capacity of the battery shown under current mode does not guarantee its capacity under other modes .Because consumption of power in distance measurement mode is more than that in angle measurement mode ,the instrument may end ranging sometimes due to insufficient capacity of battery (when switching between modes).

Notice in charging:

z Though overcharging protection is installed in the instrument, please plug off the

battery immediately after finishing charging.

z Charging range from 0°~±45

. Abnormal responds of instrument occurs over

this range.

z Rechargeable for300—500 times, it may shorten Service time of the battery

Total Station Manual

completely.

z Charge the battery once a month no matter if it is used to prolong its longevity.

4. Reflecting prism

When using a prism mode for measuring distance, reflection prism should be

placed where the target is. A reflecting prism group includes one or three prisms that

can connect prism group placed at the base of the tripod with the dock connectororby

placing them in the stem directly. Prism group may need to be configured by users

based on target.

5. Load or unload the base

z Load

Put the three fixed feet in the corresponding bases, make the instrument in a

triangular base, clockwise lock the button by 180

screw with a screwdriver to screw it out at a fixed lock knob.

Unload

If necessary, the triangle base can be removed from the instrument (including the

same base of reflection prism base connector) by loosening the lock knob base fixed

screw with a screwdriver, and anticlockwise locking button about 180

separate the instrument from base.

to lock the base, and then fix

, then

6. Adjust telescope objective and aiming target

Aiming method (reference)

Rotate the telescope and point it to the bright sky and focus reticule clearly (by

rotating eyepiece in own direction and focusing reticule slowly ).

Aim at the target with the crosswire in optical sight , and keep an appropriate

distance when aiming ( about 200mm).

Use telescope focus screw to make target clear.

It means that focus or eyepiece diopter is not adjusted adjusted when there is a

parallax with eye moving up and down, thus focus carefully and adjust eyepiece to

reduce parallax.

7. Input Mode

Total station keybord includes alpha/digit keys.User can input letters and numbers

directly.

z Input box:

Each digit key defines 3 letters and 1 number. Depends on the properties of input

box, input process varies.

Total Station Manual

Number input box:

In number input box, user can only input numbers, include “1-9”,“.”, “-+”.

Number will appear in box when user presses the key.

Text input box:

In text input box, user can input numbers and letters. Repeat pressing same key to

get proper letter, such as A->B->C->7.

When right-bottom of screen display icon AB, user can input number/letter; when

display icon 01, user can only input number. User canpress soft-key [F4] to switch

input mode between Number and Text when input box beenactive.

z Letters:

Letters that total station can input includes “A-Z/$%_@&*?!+-.”.

¾ Arrow key

¾ PressingENTentersediting; pressingENT confirms input after editing.

¾ When editing distance, angle, temperature and pressure values that containunit

format, input box’s text will convert into text without unit format. Such as angle

e32Ą56ą

115.321. When finish editing, the text will automatic convert back.

ĕ,ė

move inputing cursor.

transforms into 29.3256; Distance115.321m transforms into

7.1 Input characters

Each digit key defines 3 letters and 1 number. In text input mode, each time

pressing the key, one character appears at cursor position. Number appears when

pressing 4 times.

Example: input 123ABV2

Steps Key Display

Pressing key to start

inputing. Right-bottom

screen displaying icon 12

means in number input

mode.

Press key 1, key 2,

key 3. Then press key F4,

active text input

mode.Icon AB should

appear in right bottom

screen.

3 Press key 7, display

letter ‘A’, wait about half

second, press key 7 twice,

display letter ‘B’, then

press key 2, display letter

‘V’, wait about half a

Total Station Manual

[1],[2],[3],[F4

]

[A],[B],[V],[

second, press key 2 four

times, display number

‘2’. Then finished text

‘123ABV2’ input.

4PresskeyENTto

finish editing, cursor will

move down to next input

box.

7.2 Delete characters

Delete or clear input characters.

Steps Key Display

[ENT]

Press key

cursor to right side of the

character that to be deleted.

to move

Total Station Manual

2 Press key F1(Delete).

3 Press key ENT to confirm

input. Press Key ESC to

undo changes.

[F1]

[ENT]

[ESC]

8. Point Search

Point search is a function used by applications to find measured or fixed points in

the jobs.

Point search is limited to a particular job.

If several points meet the search criteria, then the results are ordered according to

the date.

8.1 Direct search

By entering an actual point number (for example ‘A1’), and pressing key

SEARCH, all points within the selected job and with the corresponding point number

are found.

Here is an example for searching fix point in function ‘Set STA’.

Steps Key Display

1 Choosing ‘Survey’ in

application menu, then choose

function ‘Set STA’. Entering

point number, for example

‘A1’, pressing ENT to finish

input, then pressing F1 to

[F1]

search.

window, using arrow key

In searching result

ĖĘ

Total Station Manual

to move cursor to select

point number. Press key F4 or

ENT to conirm selecting.

Soft keys introduction:

[View] Show the coordinate of selected point.

3 Using arrow key

move cursor and select point

number. Press key F1 to show

the coordinate details of

selected point.

Press ESC or F4 back to

previous screen.

ĖĘ

[F4]

[ENT]

[F1]

[ESC]

[F4]

[Coord.] Input point manually.

If required point not exists

in the job, user can

manually input it by

pressing key F2.

[F2]

4 Input point number and N,

Total Station Manual

E, Z values, by pressing ENT

to move cursor to next input

box.

5 After all values finishing

input, pressing key F4 to save

the point to the job.

[Job]Choose another job’s points.

3 If required point not exists

in the job, user can choose

another job’s points.

[ENT]

[F4]

[F3]

4 Entering job list by

pressing key F1, choose the

particular job and press ENT

or F4 to commitchoosing.

Entering searching point

number. If using input point,

press key F2 (Zero) or F3

(Coord.)

[F1]

[F4]

[ENT]

Total Station Manual

6 PresskeyF4tosearchthe

point in the selected job.

[F2](Zero): Set N, E, Z to 0.

[F3](Coord.): Input point manually.

[OK] Commit selected point.

[F4]

8.2 Wildcard search

The wildcard search is indicated by a “*”. The asterisk is a place holder for any

following sequence of characters. Wildcards should be used if the point number is not

fully known, or to search for a batch of points.

Examples:

* All points are found.

A All points with exactly the point number “A” are found.

A* All points containing “A” are found, for example, A1, A2, 1A.

Steps: (For example “*”)

Steps Key Display

1 Choosing ‘Survey’ in

application menu, then choose

function ‘Set STA’. Entering

“*”, pressing ENT to finish

input, then pressing F1 to

search.

2 In searching result

window, using arrow key

[F1]

ĖĘ

to move cursor to select

point number. Press key F4 or

ENT to conirm selecting.

[F4]

[ENT]

Total Station Manual

3. Q-Survey

1. Notes in the distance measurement

After the placement of instrumentand turned on the power, total

station is ready, can start measuring.

In measurement display, user can call the function of set key, the

functionkeys and hotkey.

The show is an example. Localized version may be slightly different. The example of Q-Survey show:

F1-F4 Start the corresponding functions

Notes

Measurements to strongly reflecting targets such as to traffic lights in Reflector EDM mode without prism should be avoided. The measured distances may be wrong or inaccurate.

When a distance measurement is triggered, the EDM measures to the object which is in the beam path at that moment.

If e.g. people, cars, animals, swaying branches, etc. cross the laser beam while a measurement is being taken, a fraction of the laser beam is reflected and may lead to incorrect distance values.

Avoid interrupting the measuring beam while taking reflectorless measurements or measurements using reflective foils.

No Prism Ranging

 Ensure that laster beam is not feflected by any object with high reflectivity and

close to the light path.

Total Station Manual

 When start the distance measurement, EDM will measure distance for the object

in the light path.If there are temporary obstacles in the light path (such as by car,

or the heavy rain, snow, or filled with fog), the distance measured by EDM is the

distance to the nearest obstacle.

 When a long distance measurement, laser beam deviation of collimation line will

affect the accuracy of measurement.This is because the divergence of the laser

beam reflection point may not be with the crosshair sighting points coincide. It is

recommended that the user accurately adjust to ensure that is consistent with laser

beam collimation.

Please refer toĀ20.10 NO Prism Rangingāin the Chapter 9



 Don't use two instruments to measure the same target at the same time .

¾ Red light cooperates with reflective pieces to measure distance

Laster can also be used to measure distance for eflectivepieces.To guarantee the

accuracy of measurement, the laser beam is perpendicular to the reflector plate,



and through accurate adjustment.

the Chapter 9



Please refer toĀ3.10 NO Prism Rangingāin

Ensure proper additive constant of different reflection prism.



Total Station Manual

2. EDM Setting

2.1 Set the mode of EDM

Select the mode of distance measurement,there are 6 modes :

Single,Repeat,Tracking,3 Times,4 Times,5 Times.

Steps Key Display

Press [F4](

the second soft key in the

Q-Surveying. Press [F3] to

enter the interface of EDM

Setting.

When the cursor is in

EDM mode option,Press the

direction key of

the mode of

measurement.Each time you

press

measurement is switched.

ĕorė

)and show

ĕė

, the mode of

to select

[F4]

[F3]

3 After finishing setting,

press [F3](OK) to return the

function of Q-Surveying.If

you want to cancel the

settings, press [ESC] to ignore

the changes.

Set the reflector type

Our series total station can be set up for the red laser (RL) range and invisible

infrared light (IR) range and the total station has three reflectors to be selected, which

are prism, non-prism (NP) and reflect board (Sheet). You can set by job,but the prism

used should be matched with prism constants.

¾ About the parameters of various reflectors in distance measurement, please

[F3]

refer to “Technical Parameters”.

Steps Key Display

interface of EDM

After entering to the

Total Station Manual

Setting,using the direction of

to move the cursor to the

setting item of Reflector.

Press

types of reflector. Each time

you press

reflector is switched.

3 After finished setting,

press [F3] (OK) to return the

function of Q-Surveying.If

you want to cancel the

ĕorė

ĕė

to select the

, the type of

[F3]

settings, press [ESC] to ignore

the changes.

Set up the Reflecting Prism Constant.

As a prism is selected as a reflector, a prism constant should be set before any

measurement. If the constant is entered and set, it is saved and will not be erased after

switching off the instrument.

Example: Prism Constant is -30mm

Steps Key Display

After entering to the

interface of EDM

Total Station Manual

Setting,using the direction of

to move the cursor to the

setting item of P.C.

2 Enter the prism constant

value and press the key of

[ENT].

Ć1Ć2Ć

After finished setting,

press [F3](OK) to return the

function of Q-Surveying.If

you want to cancel the

[ENT]

[F3]

settings, press [ESC] to ignore

the changes.

: Prism constant you enter is effective only when the reflector mode isPrism.

: The range of Prism constant value: -99mm+99mm.

: Range mark: In the bottom right corner of the page as shown above, this mark is

the distance Range identifier, where R4 represents 400m, L6 stands for 600m, and so

on. That is the maximum distance from the prism-free mode range in good weather

conditions (visibility is not less than 30km).

2.2 Atomosphere setting

Refraction:

When measuring horizontal distance and elevation, our instrument corrects the

atmospheric refraction and the earth curvature automatically.

The instrument supports of atmospheric refraction coefficient have three option,

they are 0.00, 0.14, and 0.20.

Note: The refraction of instrument has been set for K=0.00 when left factory .It also

can be set to other values

Steps Key Display

1 After entering to the

Total Station Manual

interface of EDM Setting,

press [F1] (Atoms) to enter the

interface of Atomspheric Data.

2 Interface displays the

current setting, using the

direction of

cursor to the setting item of

Refraction.

Press

of refraction.Each time you

press

ĕorė

refraction is switched.

to move the

to select the value

ĕė

, the value of

[F1]

ĕė

After finished setting, press

[F4] (OK) to save settins and

back to previous menu.

If you want to cancel the

settings,press [ESC] to ignore

the changes

Atmospheric Correction:

When measuring distance, the measured value will be influenced by the

atmosphere.

In order to reduce the influence, a atmospheric correction parameter is needed.

Correction value associated with the pressure and temperature in air.Calculated

as follows:

[F4]

Total Station Manual

If the air pressure unit is mmHg, Make a conversion according to the formula:

1hPa=0.75mm Hg

¾ Standard meteorological conditions (atmospheric correction value =0 ):

press: 1013hPa

temperature: 20

¾ If the atmospheric correction is not required, please set PPM to zero.

Steps Key Display

interface of EDM Setting.

Press [F1] (Atoms) to enter

the interface of Atomspheric

Data.

current settings.

After entering to the

2 Interface displays the

[F1]

3 Input the value of

temperature.

example: Enter 26

press the key of [ENT].

The cursor moves to the

setting item of Press.

4 Input the value of

atmospheric pressure.

example: Enter 1020 hPa and

press the key

of[ENT].Program calculates

the value of PPM and the

cursor moves to the setting

and

[ENT]

Total Station Manual

item of PPM.

5 After finishing setting,

ĆĆĆĆ



press [F4](OK) to save settins

and back to previous

menu.Then press the key of

[F3](OK) to save the setting of

EDM and back to the function

of measurement.

1: The range of enter: Temp.(-30

[F4]

[F3]

ć60ć

), Press.(500hPa1400hPa).

2: The instrument calculates the value of PPM according to the values of

temperature and pressure you enter.

3: Press [F1](PPM=0) can set the value of PPM to 0.

4: If instrument supports temperature pressure sensor, you can press [F2] to receive

the values of air pressure, temperature and calculate the correction valueautomatically.

2.3 Grid factor setting

When calculating the coordinates, the horizontal distance measured must

multiply by the scale factor.

Computation formula

1.Altitude factor=R/(R+ELEV)

R: The average radius of earth

ELEV: mean sea level altitude

2.Scale factor

Scale factor: Scale factor of the station

3.Grid factor

Grid factor=altitude factor×scale factor

Distance calculation

1. Grid distance

HDg=HD×grid factor

HDg: Grid distance

Total Station Manual

HD: Ground distance

2. Ground distance

HD=HDg/(Grid factor)

Note:

1. The enter range of the scale factor: 0.99~1.01,the default value is 1.0.

2. The enter range of the average height above sea level: -9999.9999~9999.9999. The

average altitude retained after the decimal point one, the default value is0.

Steps Key Display

After entering to the

interface of EDM

Setting,press the key of [F4]

to enter the second page of

soft key, then press te key of

[F1](Grid) to set the Grid

Scale.

2 Interface displays the

current setting.Enter the

values of Scale and Altitude

then press the key of

[ENT].Program calculates the

Grid Scale and displays it in

the interface.If you want to set

all enter area to 0,you can set

the key of [F1] (Reset).

3 After finished setting,

[F4]

[F1]

[ENT]

press [F4](OK) to save settins

and back to previous

menu.Then press the key of

[F3](OK) to save the setting of

EDM and back to the function

of measurement.

[F4]

Total Station Manual

2.4 EDM signal

The function of signal is to display the intensity of signal received by total

station.If the target is hard to be found or can’t see, using the function can achieve the

best sighting accuracy.

Steps Key Display

1 After entering to the

interface of EDM

Setting,press the key of [F4]

to enter the second page of

soft key, then press te key of

[F4]

[F2]

[F2](Signal) to enter the

function of Signal intensity.

Using the bar chart and

value of number to show the

intensity of signal received by

total station in the screen. As

shown in the picture on the

right.

3 Press [F1] or [ESC] to

back to the menu of EDM

setting.

[F1]

[ESC]

Total Station Manual

3. Start measurement

Q-Survey has 3 pages menu, including all measuring functions commonly used,

such as angle measurement, distance measurement and coordinate measurement.

As shown

below:

3.1 Set HA

You can set the horizontal angle as 0 or set it as wanted angle.

Set horizontal angle to 0.

Steps Key Display

[F4]

1 Aim at the target which

used to orient.Press [F4] twice

to enter third pages soft key.

[F4]

Press [F2](Zero), the

screen give a prompt to set

HA as 0 or not.

Press [F4](Yes), the screen

backs to Q-Survey and HA is

set as 0. If you want to cancel

the operation,please press

[F1](No).

Total Station Manual

[F2]

[F4]

[F1]

Set HA.

Steps Key Display

1 Aim at the target which

used to orient.Press [F4] twice

to enter third pages soft key.

2 Press [F3](SetHA) to enter

the interface of SetHA.Screen

displays the current value of

HA.

[F4]

[F3]

If want the current value of

HA as the orientation angle,

press [F4](OK) or press

[F4]

A: [OK]

[ESC] to go back.

If want other value of angle as

the orientation angle,you need

Total Station Manual

to enter the wanted value of

angle and press [ENT], then

press [F4](OK).

Example: enter 121.2030

(121

e20Ą30ą

If want to set HA to 0,press

[F1]( Zero) and the value

in the edit text of HA becomes

e00Ą00ą

the key of [F4] (OK).

.Then press

[F4]

[F1]

[F4]

B: Input angle

C: [Zero]

3 Backtothefunctionof

Q-Survey, the value of HA

just set displays in the

interface. Here take an

example of setting HA to zero.

[F4]

[F1]

Total Station Manual

3.2 Set Station and instrument height

After set the coordinate of station (the site of instrument) relatives to the origin,

the instrument can calculate the coordinate of the location to your position (the site of

prism).

You can set station and the instrument height conveniently in the Q-Survey.

Steps Key Display

[F4]

1 Aim at the target which

used to orient.Press [F4] twice

to enter third pages soft key.

Press [F1] (Station) to

enter the interface of Enter

STA.

Enter the name of station, the

instrument height and

coordinates.

After entering each item,

move the cursor to the next

edit text.

[F4]

[F2]

[F1]

After finished entering,

press [F4] (OK) to save the

data of station and back to the

function of Q-Survey.

[F4]

Total Station Manual

3.3 Measurement

After all settings have been finished, you can start to measure. There are 3 pages

to display the result of measurement, including all measurement data and you can

press [PAGE] to view.

Steps Key Display

Input the name of point

and instrument height.Move

the cursor to the next edit text

after entering each item. You

can enter Code when

necessary.

2 Aim at the center of prism,

press [F1](ALL) or

[F2](DIST)+[F3](REC) to

start to measure and record the

measurement data. The

measurement data including

angle data, distance data and

coordinatedata.You can press

[PAGE] to view.

After finishing measuring

[ENT]

[F1]

[F2]

[F3]

a point, program makes the

number of point add 1

automatically, aim at the

center of prism and repeat the

above steps to start next point

measurement.

Total Station Manual

3.4 Code

The code contains the information about the recording points, in the process of

post-processing, with the help of encoding function , you can process conveniently

according to the specific group.The function of “File Manager” also contains the

information of code.

Simple Oeration of Code

1. Move the cursor to the line of Code.

2. Enter the name of Code.

3. Press the key of [ALL] to start the distance measurement and record the data of

code and measurement at the same time. If the name of code already exists in the

code library, it will extract the information of code in the code library to record at

the same time.

Steps Key Display

Move the cursor to the line

of Code.

Enter code and press

[ENT] to make sure. The

entered code here will not be

added to the code library.

3 Press [F1] to start to

measure, record the code and

Input

code

[ENT]

the daa of measurement to job

at the same time.



:The order to save code and measurement data is set in the “Setting” function.

The set items of code record are Before REC and After REC.

Total Station Manual

Before REC: Record code data before recording the actual measurement data.

After REC: Record code data following after the actual measurement data.

Soft key of Code

After starting the function of soft key (Code), Screen displays the following:

GSI-the introduction of code properties:

Code: The name of code

Note: The additional note

Info1: The editable information of other contents

Info8: Other information

The introduction of soft key:

[Find]: Use the name of code or wildcard to find the needed code.

[New]: New a piece of editable information of code and use it.

[REC]: Record the current code data to the job and the code data not with any

measurement point binding at this time.

[OK]: Select the current code and use it.

Using the soft key of [Code] can select the code in the code library directly,it

will back to the interface of Q-survey after selecting, the code in the edit text of Code

is the selected code.

Total Station Manual

4. Funtions

Bring the total station’s common functions and settings together, they canbe

used in the process of measurement conveniently. In the function of Q-Survey which

in the Main menu or other interface of measuremen in the program,you can press

[FNC] to enter the menu of Function

The menu of Function has 4 pages, you can press

The specific introduction as follows:

PAGEǐto view.

You can open Function menu to select the function you want to use, you can also

define the function which on the Function menu to the key of [USER1] or [USER2],

then press the key of [USER1] or [USER2] to use these functions.

1. Level

When the compensator is on, Compensator can compensate to the tilt caused by

the instrument is not level. Manually level the instrument with the tribrach screws to

make the compensation value of compensator tend to 0, by doing these can makethe

instrument tend to level. When the instrument is level, the laser plummet isinthe

direction vertical, the place of laser points is the place of instrument

Total Station Manual

station.

Press [On] to open the compensator and press [Off] to close the compensator.

Press [X Only] to open the compensator of X direction.

ƹ ƹ

Press [Ʒ][] to adjust the laser plummet brightness.

Press [OK] to closs the laser plummet and exit.

2. Offset

The Offset is used to measure the points which are not intervisible or intervisible

but can not set up prism in the Station.

Offset contains Dist.Offset and two subprograms, the two subprograms are

Cylinder Offset and Angle Offset.

2.1 Distance Offset

Using the external tools to measure the Offset values of the target point p2 and

measurement point p1 along the line of station point and measurement point,the

Offset values are Trav.OFS, LengthOFS and HeighOFS. Combining the information

of measuring point (p1) can calculate the distance of station point (p0) to target point

(p2), can also calculate the angel and coordinate.

When the measurement point is set on the left of target point or the right of target

point, you should make the angle that between line of measurement point and target

point and the line of measurement and station point about equals 90

. When the

offset point is set on the front of target point or on the back of target point, you should

make it on the line of station point and target point.

Steps Key Display

1 In the program of

Q-Survey, press [FNC] to

open the menu of Function,

next pressing [F2] to enter

the program of Offset.

Input the values of

Trav.OFS, LengthOFS and

HeightOFS, then select the

mode of offset and press [F4]

to save.



Total Station Manual

[F2]

[F4]



Rec/Reset: Make sure the inputed values of Offset and reset all the values ofOffsetto

0 after once measurement.

Permanent: The values of Offset are always working in the calculation of

measurement point.

2.2 Cylinder Offset

As for the not intervisible cylinders, you can measure the angles of station point

with cylinder in Hz Left and Hz Right and the shortest distance of station point to

cylinder firstly. Then calculate the coordinate of cylinder center and radius of cylinder

through the geometric relationships. The shortest distance between station point and

cylinder is in the bisector of angle of station point with cylinder in Hz LeftandHz

Right. Turning the instrument to make the collimation axis in the bisector of angle

that station point with cylinder in Hz Left and Hz Right, thus can measure the distance

between cylinder and station.

Steps Key Display

1 In the program of

Q-Survey, press [FNC] to

enter the menu of Function,

then pressing [F2] to enter

the program of Offset.

Press [F2] to enter the

subprogram of Cylinder

Offset.

Total Station Manual

[F2]

Aim at the left edge of

cylinder, press [F1] to make

suretheangelofHzLeft,

turn the instrument to aim at

the right edge of cylinder and

press [F2] to make sure the

angle of Hz Right.

4 Turn the instrument to

make

prism,please input the

thickness of prism in the edit

text of PrismOFS, if don’t

use the prism, the default

value is 0 in the edit of

PrismOFS, then press [F3] to

measure the shortest distance

Hz=0, if use the

[F1]+[F2

]

[F3]

[F4] +

[F1]+[F2

]

of the instrument to cylinder

and enter the interface of

Cylinder Offset-Result.

5 Display the result of

cylinder offset.

2.3 Angel Offset

Total Station Manual

Angle Offset is used to measure the points which are intervisible but hava no

reflector and can’t set up the prism. The basic principle is making the target point and

measurement point in the concentric circles whose center is station point, then

measuren the position information of station point and measurement point and the

angle offset of station to target point, thus can calculate the coordinate of target point.

Set the measurement point P in the place where is as far as possible to close the

left or right of target point C, and make the distance between measurement point P

and station point A and the distance between station point A and target pointCare

approximately equal.

Steps Key Display

Q-Survey, press [FNC] to

enter the menu of Function,

then pressing [F2] to enter

the program of Offset.

In the program of

[F2]

2 Press [F3] to enter the

subprogram of Angel Offset.

3 Aim at the measurement

point and press [F1] to

measure distance.

Total Station Manual

[F3]

[F1]

Aim at the target point

and press [F4] to make sure

the direction of target point,

next enter the program that

displaying the result of angle

measurement.

5 Display the result of

angle Offset.

[F4]

Total Station Manual

3. NP/P Toggle

Switch the mode of reflector quickly. (P is the mode of Prism and NP is the mode

of Non-Prism)

Open the first page of Function Menu and press [F3] to switch the mode of reflector.

4. Height Transfer

The functions of HT. Transfer as follows: Using the measurement data of target

point, the fixpoints, fix measurement points and so on to calculate the height of

current station point and set the height of station again. You can receive the

coordinate of target point by calling the points in the file or through the keyboard to

input, you can observe 5 fixpoints’ height at most and to calculate.

The principle of Height Transfer:

P0 Station point

P1~P3 Target fixpoints height

Steps Key Display

Press [F4] or [4] in the

first page of [Function] to

enter the function of

Height Transfer

measurement.

Total Station Manual

[F4]

[4]

2 Press [F4] twice and

display the third page of

soft keys, press [F2](IH)to

enter the function of setting

instrument height, inputing

the current instrument

height and press [F4] to

back to the function of

Height Transfer interface.

[F4]

[F2]

[F4]

3 Selcet the fixpoint and

input the height of Prism.

The numbers of measured

fixpoints are displayed in

Total Station Manual

the top right corner.

There are 3 methods to

selecting fixpoint.

A: Press [F4] to enter the

second page of soft key

and press [F2](List) .In

the dialog of [Find Pt.],

by pressing [▲] or [▼]

to select the fixpoints to

call.

B: Input the name of point

and press [F1] (View) to

view the point whether

exists in the file or not. If

exists, you can call it,

[F4]

[F2]

[F4]

[F1]

(View)

[F4]

A: [List]

B: Search point

otherwise, you need to

input or measure the

coordinate of the point.

C: Press [F3] (Coord.) and

input a point name which

not exists in the file.

(OK)

C: Input point

[F3]

(Coord

)

[F4]

After finishing setting

up the fixpoint, the height

of fixpoint is displayed in

the screen and press

[F1](ALL)or

[F2](DIST)+[F3](REC) to

start to measure and

calculate, the height of

station is calculated.

In the interface of

[Height Transfer Result],

pressing [PAGE] to switch

the display of result

Total Station Manual

[F1]

[F2]

[F3]

information.

Press [F1](Add PT) to add

a new point and to start a

new measurement.

Press [F3](Back) to back to

measure the current point

again.

Press [F4](OK)to enter the

interface of [Set STA HO].

6 Pressing [F1] to back to

the interface of [Height

Transfer Result].

Press [F2] to set the height

of staton to the old value

Press [F4] to set the height

[PAGE

]

of station to the new value

which calculated after

Height Transfer.

Press [F3] to set the height

of station to the average of

the old value and new

vlaue

Total Station Manual

5. Hidden Point

The function of Hidden Point is using a specia hidden point measuring rod to

measure the points which are not intervisible.

The length of measuring rod is known, by measuring the position informationof

prism 1 and prism 2 in the measuring rod and using mathematical methods to

calculate the coordinate of hidden point on the other side of the measuring rod.

Steps Key Display

1 In the program of

Q-Survey, press [FNC] to

enter the menu of Function,

then pressing [PAGE] to open

the second page of Function

andthenpressing[F1]to

enter the function of hidden

point measurement.

2 In the interface of

measuring the first prism

point, pressing [F4] to enter

the interface of Rod Length.

[F1]

[F4]

3 Inputting the correct

value of Rod length and

pressing [F4] to back to

measure the first prism

point.

4 The instrument aims at

the prism on the top and

pressing [F1] to finish

measuring the first prism

and enter the interface of

measuring the second prism.

Total Station Manual

[F4]

[F1]

[F2]

[F3]

Aim at the second prism

and press [F1] to finish the

second prism’s

measurement. Start to

calculate the information of

hidden point now. If the

error is beyond the set

value, enter the step

giving a prompt of error,

otherwise, enter step

display the result of hidden

point measurement.

6 A prompt of error. Press

[F1]

[F2]

[F3]

[F1] to enter the step

display the result of hidden

point measurement, press

[F4] to back to the step

7to

[F1]

[F4]

7 Display the result of

hidden point measurement.

6. Free Coding

Total Station Manual

Please refer toĀ3. Q-Survey

āėĀ

3. Start Measurement

7. Laser Pointer

Open or close the laser fastly.

8. Light

Turn on or off the light of instrument screen fastly.

āėĀ

3.4 Code

Open the second page of Function Menu and press [F4] to turn on or off the

Light.

9. Unit Setting

Set the common Unit fastly.

Total Station Manual

Open the third page of Function Menu and press [F1] to enter the interface of

unit setting. After finishing setting the units in the interface of Unit Setting, press

[F4](OK) to save the settings,press [F1](Reset)to restore all units to factory default.

10. Main Setting

Open the settings about instrument’s hardware, the specific items as follows:

As for the setting of specific items , please refer to “General Setting”.

11. EDM Tracking

Open or close the mode of EDM Tracking fastly.

Total Station Manual

Open the thied page of Function Menu, press [F3] to open or close the mode of EDM

tracking.

Total Station Manual

5. Applications

Prepare setting before measuring:

Before startingthe application, there are some preparations needed to set up. The

Pre-Settingsscreenwill beshown after the user selects an application. User can select

and set the content of the Pre-Settings menu successively.

[*]: Setting has been done.

: Setting has not been done.

[]

The details of every setting are as follows.

1. Setting the Job

The measured data and fix data are saved in the jobs which are shown as

childdirectories. The job contains different types of data, such as fix points, measured

points, station points, codes, etc. The datas in the job can be read, edited and deleted.

1.1 Create a new Job

Steps Key Display

1 Press [F1] in the

Pre-Settings screen. Then

enter the Set Job function.

[F1]

Press [F2](New) and then

enter the Create a New Job

screen.

Total Station Manual

Press [F4](OK), the displayed

job will be set as current job

and then back to Pre-Settings

screen.

3 If the instrument is fitted

with SDCard, there willfirstly

showthe diskselection screen.

In this screen, user can select

the disk through Up or Down

key. Then press [F4](OK) to

confirm.

A: Local Disk

B: SD Card

Continue to show New Job

screen. Input the new job’s

name, operator, etc. Press

[ENT] to finish one input item

and thecursor moves to the

next input itemautomaticallyat

the same time.



[F1]

Input

job’s

data

[ENT]

complete setting a new job

after finishing all the inputs.

This job will be set as the

current job. Then back to the

Pre-Settings screen.The

completed setting item is

marked with [*].

Press [F4](OK) to

[F4]

Total Station Manual



: The instrumentsystem will create and add date and time automatically.

1.2 Select anExisting Job from Memory

If there is any job existing in the memory, user can select this job and set it as the

current job.

Steps Key Display

1 Press [F1] in the

Pre-Settings screen. Then

enter the Set Job function.

2 Press [F1] (List) to enter

Job list screen.

All the existing jobs,

including that stored on SD

Card and will be shown as a

[F1]

list. The current job is marked

with a *. Select the target job

through Up and Down key and

then press [F4](OK) to

confirm the selection. The

selected job is set as current

job.

5 Back to Pre-Setting

screen.The completed setting

item is marked with *.

Total Station Manual

[F4]

Don’t pull out the SDCard when it is in operating state, otherwise it will cause

1RWH

the SDCard’sdata loss or damage.

¾ All measureddatas are stored in the current job.

¾ If start the application without setting the job, press ALL key or press REC key in

the Q-Surveying screen, the instrument system will create a job which named

DEFAULT automatically.

2. Setting the Station

Every target coordinate's calculation is related to the position of the station. The

station coordinate can be input manually or selected from the instrument memory.

2.1 Select the coordinate from memory [Find]

Steps:

Select the coordinate from memory.

Input instrument height.

[OK] Set station.

Steps Key Display

Pre-Settings screen. Then enter

the Set STA function.

Press [F2] in the

[F2]

Total Station Manual

2 Input the name of the station

point which exists in the job and

then press [ENT].

3 Press [F1](Find):

A: If the input name exists in

the current job, there will show

the screenas shown on the right

figure. The multiple points with

the same name will be sorted by

type.

B: If the input name doesn’t

exist in the current job, the

program prompts the message

Input

point

name

[ENT]

“Pt. not found”. Then enter the

[Find Pt.] screen.

There can also select point from

other jobs and set it as the

station point. Input the point

name and press [F4](Find). If

the point is found, press [OK] in

the [Find Pt.] list screen to set it

as station. Program enter input

instrument height screen. If the

point doesn’t exist, press

[F3](Coord.) to input the

coordinates of N, E and Z. Set

this point as station.

[Zero]: Set this point’s all

coordinates as 0 and set the

point as station.

[Coord.]: Enter [Input Coord.]

screen. Input the coordinates

and save them to the current job.

Total Station Manual

Back OK

4 Enter input instrument

height screen. Input the

instrument height and press

[ENT] to confirm. Then press

[F4](OK) to save and set the

station informations.

Press [ESC] then back to

previous screen. Continue to set

the coordinates of station.

5 Back to Pre-Settings screen.

The setting items that have been

made are marked with *.

Input

instru

ment

height

[ENT]

[F4]

: The details of [Find Pt.] can be found in the chapter “Find Point”. You can also

input the wildcard "*" to search all the points.

2.2 Select the Fix Point in the Memory [List]

User can select the fix point in the memory's jobs to set station without inputting

the point name.

Steps Key Display

2 Press [F2](List) in the

[Set STA] screen.

3 Show the point list all

the fix points and measured

points of the current job.

Total Station Manual

[F2]

4 Select the needed point

through Up and Down key.

[View]: Show the

informations of this point.

[Coord.]: Input the

coordinate datas manually.

[Job]: Select datas from

another job.

[View]:

[Coord.]:

[Job]:

Total Station Manual

5 After selecting needed

point, press [F4](OK) and

enter input instrument height

screen. Complete all settings

and then back to

Pre-Settings screen.

[F4]

input

instrument

height

[ENT]

[F4]

2.3 Input the coordinates manually.

Steps:

1. Press [Coord.], enter input coordinate screen.

2. Input the point name and coordinates.

3. [OK] Save the station coordinates. And then input the instrument height.

Steps Key Display

2 Press [F3](Coord.) in the

[Set STA] screen.

Input the point name and

the point’s coordinates. After

inputting one item, the

curser will move to next

input item.

[F3]

Input point

name and

coordinate

[ENT]

4 Press [F4](OK) to save

the coordinates of this point.

5Program

prompts"Saved!" Then enter

input instrument height

screen. Input the instrument

height and press [ENT] to

confirm. Then press

[F4](OK) to finish the

[F4]

Input

instrument

height

[ENT]

[F4]

Total Station Manual

setting.

6 Back to Pre-Settings

screen. The setting items that

have been made are marked

with *.

3. Setting the Orientation

The orientation can be input manually or determined from points that are either

measured orselected from the memory.

3.1 Manual input orientation

Steps:

1. Press [F1] and enter manual input screen.

2. Input the azimuth, prism height and point name.

3. Press [F1](ALL) to start measuring and set theorientation.

4. Press [REC] to record theangle and orientation.

Steps Key Display

1 Press [F3] in the

Pre-Settings screen. Then

enter the Set STA function.

Press [F1] and select the

[Angle Setting] to input

orientation manually.

Total Station Manual

[F3]

[F1]

3 Aim B.S. point and then

input the azimuth, prism

height and backsight point

name. Press [ENT] after

finishing every input.

4 Press [F1](ALL) to start

measuring and set the

orientation.

[REC]: Press this key to

finish setting orientation

without measurement.

[Zero]: Set the azimuth as 0.

Input

horizontal

angle

[ENT]

[F1]

Total Station Manual

5 Back to Pre-Settings

screen. The setting items that

have been made are marked

with *.

3.2 Set orientation with coordinates

The determination of the direction value can also be carried out using a point

with a known coordinate.

Steps:

1. Press[F2]togotosetorientation with coordinates

2. Input the name of orientation point and find the point.

3. Input the prism height and determine it.

4. Use this point to set orientation.

¾ The orientation point can be select from memory or inputted manually.

Steps Key Display

Press [F2] to select

Coordinate to Set orientation

with coordinates.

Find, select or input the

backsight point coordinates

andthengototheMeas.BS

screen.

[F2]

Find,

select or

input the

backsigh

t point

Aim backsight point and

then press [ENT].

Press [F1](ALL) or press

[F2](DIST) and [F3](REC) to

start measuring and finish

setting orientation. User can

Total Station Manual

also press [F3](REC) to finish

setting orientation without

measurement.

Press the [PAGE] key to

switch the display of

measured values screen and

backsight inspection values

screen.

[EDM]: Go to set EDM

settings.

[ENT]

[F1]

[F2]

[F3]

4 Back to Pre-Settings

screen. The setting items that

have been made are marked

with *.

4. Starting the Applications

The preset applications covers a wide range of measurement tasks.That makes

the daily field measurementeasier and faster. The all applications can be selected to

use are as follows:

z Surveying

Total Station Manual

z Stakeout

z Free Station

z Tie Distance

z Area

z Remote Height

z COGO

z Road

Steps:

1. Go to the MAIN MENU.

2. Move the focus to [Program] or press the Numeric key 2 to select and go to

the PROGRAM MENU.

3. Press [PAGE] to browse the application menu. Press [F1]-[F4] to select and

start an application.

5. Surveying

Compared with the Q-Suveying, Surveying has different guides in setting station

and set orientation.

Operation: Must first finish seting the station and orientation.

Steps Key Display

1 After finishing setting the

job, setting the station and

setting the orientation, press

[F4] to start the application in

the Pre-Setting menu.

Total Station Manual

[F4]

Input the point name, and

then press [ENT] to move to

next input item to input prism

height.

3 Input the prism height and

then press [ENT] to move the

cursor to next input item. If

needed, input the code.

4 Press [F1](ALL) or press

[F2](DIST) and [F3](REC) to

start measuring and record the

measured data. This data

contains angle, distance and

coordinates. Press [PAGE] to

Input

point

name

[ENT]

Input

prism

height

[ENT]

[F1]

[F2]+[F3

]

switch the display mode of the

data.

After finishing measuring

one point, the point name

automatic plus one. Press

[F1](ALL) or press

[F2](DIST) and [F3](REC) to

continue measuring next

point. At this time, the screen

remains the last measured data

which can be looked over by

pressing [PAGE].

Total Station Manual

5.1 Individual Point

[IndivPt]:

In the data acquisition, point can be recorded individually. Press this keyto

switch the screens of Individual Point Measurement and Consecutive Point

Measurement.

Steps Key Display

1 Press [F4](Ę)twiceto

display the last page of soft

keys.

[F4]

2 Press [F2](IndivPt) to start

measuring individual point

function.

3 Input the individual point’s

name and prism height and

press [ENT] to move the

cursor to next input item.. If

needed, input the code.

[F2]

Input

point

name,

prism

height

and code

[ENT]

Total Station Manual

4 Press [F1](ALL) or press

[F2](DIST) and [F3](REC) to

start measuring and record the

measured data.

5 Finish measuring,

application turn off the

function of measuring

individual point and then

continue to display the

consecutive point name.

[F1]

[F2]+[F3

]

5.2 Data

[Data]:

Look over the measured datas which are saved in current job.

Steps Key Display

1 Press [F4]( Ę )twiceto

display the last page of soft

keys.

Press [F3](Data) to start

view measured point function.

[F4]

[F3]

After inputting the target

point’s name or wildcard (*),

press [ENT] and then press

[F4](View) to look over the

datas. If there is no match

point, the program

prompts“Pt. not found!”

[Job]: Select the job where the

measureddatais to be viewed.

Total Station Manual

Input

point

name/

wildcard

[ENT]

[F4]

4 Go to View Measured

Point screen. Press [PAGE] to

turn the page and look over all

data field of this point. Press

direction key

browse the last or next

measured point.

[Delete]: Delete this point

data.

[Search]: Back to the Find

Point screen.

and

[PAGE]

Total Station Manual

6. Stakeout

The Stakeout Application can calculate lofting elementsbase on lofting point’s

coordinate or manually input angle or horizontal distance. The application can

continuously display differences, between current position and desired stake out

position.

StepsofStakeout:

1. Set the job.

2. Set the station

3. Set the orientation

4. Extractecoordinates from memory. The coordinates may be a measured point

or a manually entered fix point.

5. Start staking out. There are three ways to choose: Polar Stakeout mode,

Orthogonal to StationStakeout mode, Cartesian Stakeoutmode.

6.1 Set Stakeout Point

z Extractecoordinates from job

Steps Key Display

After finishing setting

the job, setting the station

and setting the

orientation, press [F4] to

startstaking out in the

Pre-Setting menu.

2 Input the name of

stakeout point in the

Search item. Press [ENT]

to start Find Point

function. (Or input

wildcard "*"to start the

[F4]

Inputstakeout

point’s name

[ENT]

wildcard search.)

The program searchs the

point name in the job and

show the result dialog.

The match points will be

listed, press [F4](OK) to

identify selected point and

back to Stakeout screen.

(If the input is wildcard

"*", the program will

show all the points of the

current job.)

Total Station Manual

If there is no match point

in the job, the program

prompts“Pt. not

found!”.Andthengoin

Find Point In Job screen.

User can input a point or

select a point from

another job and then back

to Stakeout screen.

After finishing setting

stakeout point, start

staking out.

: The settings of job, station and orientation have been elaborated in detailIn the

previous chapters, here is no longer repeat. Refer tochapters“Setting TheJob

Setting The StationǃSetting The Orientation”.

: Unlike the other place's points list, the stakeout points are ordered by time.In the

stakeout points list, the newest point is at the back and the fix point is in the front

ofmeasured point. But in the other points list, the newest point is at the back and

the measured point is in the front offix point.

Total Station Manual

z Manual input stakeout point

Press key [Coord.] or [SO-PT] to manual input stakeout point coordinates and

then continue staking out.

[Coord.]:

Press [Coord.] and then input a target point’s coordinates. Saved this point into

job and continue staking out.

Steps Key Display

Press [F4] (

the second page of soft

keys.

2Press[F2](Coord.) to go

to Input Coord. Screen.

Input point name and

coordinate of the stakeout

point. After input one item,

the curser will move to next

input item.

After finishing inputs,

)toview

[F4]

[F2]

Input point

name and

coordinates

[ENT]

press [F4](OK) to save the

data. And then back to

Stakeout screen. Start to

stakeout the input point.

Total Station Manual

[SO-PT]:

Press [SO-PT] to input a stakeout point without point name and being saved into

job.

Steps Key Display

Press [F4] (

the third page of soft keys.

2 Press [F2](SO-PT) to go

to SO-Input data screen.

Input the coordinates of

stakeout point. After input

one item, the curser will

move to next input item.

3 After finishing inputs,

press [F4](OK) to save the

data. And then back to

)toview

[F4]

[F2]

Input point

name and

coordinates

[ENT]

Stakeout screen. Start to

stakeout the input point.

The program will name this

point DEFAULT

automatically.

: [SO-PT]: The input point won’t be saved into job.

6.2 Polar Stakeout Mode

Total Station Manual

The meanings of the differencesin thePolar Stakeout mode:

Hz Difference in direction:If the measured point is located in the right side

of stakeout point, the value is positive.

stakeout point, the value is positive.

the value is positive.

Set all the points that are

readied to stake out. Select

one stakeout point through

search the point name in the

job.

Difference in horizontal distance: If the measured point is farther than

Difference in height: If the measured point is higher than stakeout point,

Steps Key Display

[PAGE]

Total Station Manual

Press[PAGE]togoto

page 1/3(Default page). Press

direction key and move the

cursor to input prism height

item. Input the prism height

andthenpress[ENT]to

confirm.

3 Aim at the prism. Press

[F2](DIST) to start measuring

and calculate the differences

between measured point and

stakeout point.

Input

prism

height

[ENT]

[F2]

4 Turn the instrument

telescope to make the

equal 0

command the staff to move

the prism at the same time.

Arrows Meaning:

: Look forward from station

and move the prism to the left.

: Look forward from

statioand move the prism to

the right.

5 While the

[F2](DIST) to start measuring

and calculate the differences

between measured point and

Hz equals

and

,press

[F2]

stakeout point.

The arrow’s direction is the

direction of the prism need to

move.

6 Move the prism according

to the direction of the arrow to

Total Station Manual

make the value of

equal 0m.

Arrows Meaning:

: Move the prism close to

the station.

: Move the prism far away

the station.

In the process of staking out,

if using the Repeat

Measurement or Tracking

Measurement, the calculation

of the differences between

measured point and stakeout

point can be displayedin real

time and convenient.

It means the current prism

position is effective stakeout

point while both the

data.

depth of needed to dig.

height of needed to fill.

are 0.

Display as dig or fill

: The value expresses the

Hz and

Total Station Manual

Now itfinishes staking out

a point.Repeat the previous

steps to stake out next point.

6.3 Orthogonal to StationStakeout Mode

Use longitudinal difference and perpendicular difference to indicatethe position

differences of stakeout point and current prism position.

The meanings of the differencesin theOrthogonal to StationStakeout Mode:

Length Difference in longitudinal distance: If the measured point is farther

than stakeout point, the value is positive.

Trav. Difference in perpendicular distance: If the measured point is located in

the right side of stakeout point, the value is positive.

Steps Key Display

1 Press [PAGE] to show

Orthogonal to StationStakeout

Mode in page 2/3. Set the

stakeout point. The stakeout

point can be found in the job

through inputting point name

in the search item.

[PAGE]

Press direction key and

Total Station Manual

move the cursor to input prism

height item. Input the prism

height and then press [ENT] to

confirm.

Aim at the prism. Press

[F2](DIST) to start measuring

and calculate the differences

between measured point and

stakeout point.

The arrow’s direction is the

direction of the prism need to

move.

4 Move the prism according

to the direction of the arrow to

Input

prism

height

[ENT]

[F2]

make the value of

Length equal 0m.



Arrows Meaning:

: Move the prism close to

the station.

: Move the prism far away

the station.

In the process of staking out,

if using the Repeat

Measurement or Tracking

Measurement, the calculation

of the differences between

measured point and stakeout

point can be displayedin real

time and convenient.

Turn the instrument

telescope to find the direction

Total Station Manual

where makes the

equal 0m and command the

staff to move the prism at the

same time.

Arrows Meaning:

: Look forward from station

and move the prism to the left.

: Look forward from statio

and move the prism to the

right.

It means the current prism

position is effective stakeout

point while both the

and

data.

Trav.are 0.

Z/H: Display as dig or fill

Trav.

Length

: The value expresses the

depth of needed to dig.

: The value expresses the

height of needed to fill.

Now itfinishes staking out

a point.Repeat the previous

steps to stake out next point.

Total Station Manual

6.4 Cartesian Stakeout Mode

Stake out point based on the Cartesian coordinate system. The deviation values

are the coordinate differences.

The meanings of the differencesin theCartesian Stakeout Mode:

Y/E The difference in East coordinate between measured point and stakeout

point.

X/N The difference in North coordinate between measured point and stakeout

point.

Steps Key Display

Press [PAGE] to show

Cartesian Stakeout Mode in

page 3/3. Set the stakeout

point. The stakeout point can

be found in the job through

inputting point name in the

search item.

[PAGE]

Press direction key and

Total Station Manual

move the cursor to input prism

height item. Input the prism

height and then press [ENT] to

confirm.

3 Aim at the prism. Press

[F2](DIST) to start measuring

and calculate the differences

between measured point and

stakeout point.

4 Move the prism along the

East direction to make the

value of

Y/E equal 0m.

Input

prism

height

[ENT]

[F2]

Y/E is positive: The

stakeout point is in the right

side of measured point. Move

the prism to right.

Y/E is negative: The

stakeout point is in the left

side of measured point. Move

the prism to left.

5 Move the prism along the

North direction to make the

value of

stakeout point is farther than

the measured point. Move the

prism far away the station.

X/N is negative: It needs to

X/N equal 0m.

X/N is positive: The

move the prism close to the

station.

In the process of staking out,

if using the Repeat

Measurement or Tracking

Measurement, the calculation

of the differences between

measured point and stakeout

point can be displayedin real

time and convenient.

It means the current prism

position is effective stakeout

Total Station Manual

point while both the

X/N are 0.

Ƹ Ƹ

Z/H: Display as dig or fill

data.

Z/H is positive: The value

expresses the depth of needed

to dig.

Z/H is negative: The value

expresses the height of needed

to fill.

Now itfinishes staking out

a point.Repeat the previous

steps to stake out next point.

Y/E and

Total Station Manual

6.5 [Polar]

Press [Polar], then input the polar stakeout elements: Azimuth and Horizontal

distance. Start to stake out after finishing inputs of Azimuth and Horizontal distance.

Steps Key Display

Press [F4](

view the second page soft

keys.

2 Press [F1](Polar) to show

the dialog as shown in figure.

3 Input the stakeout point’s

name, azimuth and horizontal

distance. Press [ENT] to

confirm every input and move

the cursor to next input item.

Press[F4](OK)togotoPolar

Stakeout screen after

finishing all inputs.

)twiceto

[F4]

[F1]

Input

point

name,

azimuth

and

horizontal

distance

[ENT]

[F4]

4 Aim at the prism. Press

[F2](DIST) to start measuring

and calculate the differences

between measured point and

stakeout point.

5 Turn the instrument

Total Station Manual

[F2]

telescope to make the

equal 0°00’00” and command

the staff to move the prism at

the same time.

Hz is positive: The

stakeout point is in the left

side of measured point. Move

the prism to left.

Hz is negative: The

stakeout point is in the right

side of measured point. Move

the prism to right.

Set and aim at the prism

in the direction of

0°00’00”. Press [F2](DIST)

to start measuring and

Hz =

calculate the differences

between measured point and

stakeout point.

stakeout point is is closer to

the station. Move the prism

close to the station.

point is is farther to the

station. Move the prism far

away the station.

is positive: The

is negative: The stakeout

[F2]

Move the prism along the

arrow direction to make the

Total Station Manual

value of

In the process of staking out,

if using the Repeat

Measurement or Tracking

Measurement, the calculation

of the differences between

measurement point and

stakeout point can be

displayedin real time and

convenient.

a point.Repeat the previous

steps

next point.

Now itfinishes staking out



equal 0m.

to stake out

: The inputs of polar coordinate data won’t be saved to job.

Total Station Manual

7. Resection

Resection measurement is an application used to determine the coordinate of the

instrument station by measuring multiple known points. A minimum of 2 and a

maximum of 5 known points can be used to determine the station. It should be used at

least 2 known points by distance measurement or at least 3 known points by angle

measurement.

Steps Key Display

1 Select “Program” from the

[Main Menu] window, press

[F3] or number key [3] to

enter the Resection

[F3]

application.

2 Press [F1] in the

[Resection] window to set the

job.

3 In [Set Job] window, press

[F1] (List) to select a job in

memory or press [F2] (New)

to new a job. Then press [F4]

(OK) to next step.

[F1]

[F4]

The window back to the

[Resection] window, and

press [F2] to set error limits.

5 Press [◄] \ [►] to turn on

the error limits status and use

the key [▲]\[▼] to move

the focus down to input the

every error limit. Then press

[F4] (OK) to set and back to

Total Station Manual

[F2]

Input

error

limits

[F4]

the [Resection] window.

6 Press [F4] in [Resection]

window to start resection

measurement. It should be

input the station name and the

instrument high. Then press

[F4] (OK) go to next step.

7 Set the first known point

and input prism high

The title bar will display

the number of known points

in the current setting.

[F4]

Input

name

and IH.

[ENT]

[F4]

8 Turn the instrument

telescope aimed at first point

and press [F1] to finish

current measurement.

Angle measurement: press

[F2] (REC) to record an

[F1]

angle.

Distance measurement: [F1]

(ALL)or[F1]+[F2](DIST+

REC).

When finish a known

point measurement, press [F2]

Total Station Manual

(NEXT PT) to start next

known point measurement.

Repeat steps

If the measured known

points are enough, [Result]

will display on the screen,

then press [F3] (Result) to

enter the [Station Coordinate]

to view station result.

Press [F1] (Back) back to a

new known point

measurement.

7andƻ8.

[F2]

Press [F3] (Result) to enter the [Station

Coordinate] to view result.

Press [F2] (errors) to display

standard deviation.

Press [F4] (OK) to set the

station coordinate and

instrument height.

Display standard deviation:

Total Station Manual

: The known points can be called from the memory through the [Find], [List] or

manually entered used [Coord.].

Total Station Manual

8. Tie Distance

Tie Distance is an application used to compute slope distance, horizontal

distance, height difference and azimuth of two target points which are either measured,

selected from the memory, or input using the keypad.

The user can choose between two different methods:

Polygonal: P1-P2, P2-P3, P3-P4

Radial: P1-P2, P1-P3, P1-P4

Start Tie Distance application through “Main Menu”

”Program”ė”Tie Distance”.

8.1 Polygonal

α2

α1

While Polygonal tie distance measuring continuous points, the new tie distance’s first

point will usethethe previous one tie distance’s second point(P1-P2

P3-P4

ĂĂ

α3

α4

P2-P3

Steps Key Display

1 Press [F4] in the Program

Menu to go to Tie Distance

application.

[F4]

2 After finishing setting

job, station and orientation,

press [F4] in the Pre-Setting

menu to go to Select Tie

Distance Mode screen.

3 Press [F1] to select the

Polygonal tie distance.

Total Station Manual

[F4]

[F1]

4 Start to measure the first

target point. Aim at the first

target point and press

[F1](ALL) or [F2](DIST) +

[F3](REC) to finishing

measurement.

PAGE1

Press

[F1]

[F2] +

[F3]

Total Station Manual

5 Start to measure the

second target point. Aim at

the second target point and

press [F1](ALL) or

[F2](DIST) + [F3](REC) to

finishing measurement.

Show the result of

polygonal tie distance.

PAGE1

Press

[F1]

[F2] +

[F3]

[NewPt1]: Start a new

polygonal tie distance.

[NewPt2]: This polygonal tie

distance’s second point will

be the new polygonal tie

distance’s first point and then

go to

second target point.

[Radia]Radial: Go to Radial

tie distance.

keypad.

5 to measure the new

: The target points can be measured, selected from the memory, or input usingthe

Total Station Manual

8.2 Radial

While Radial tie distance measuring continuous points, the new tie distance’s

first point continues usingthethe previous tie distance’s first point(P1-P2

P1-P4

1 Press [F4] in the Program

Menu to go to Tie Distance

application.

2 After finishing setting

job, station and orientation,

press [F4] in the Pre-Setting

menu to go to Select Tie

ĂĂ

Steps Key Display

[F4]

P1-P3

Distance Mode screen.

3 Press [F2] to select the

Polygonal tie distance.

Total Station Manual

[F2]

Start to measure the first

target point. Aim at the first

target point and press

[F1](ALL) or [F2](DIST) +

[F3](REC) to finishing

measurement.

5 Start to measure the first

target point. Aim at the first

target point and press

[F1](ALL) or [F2](DIST) +

[F3](REC) to finishing

measurement.

PAGE1

Press

[F1]

[F2] +

[F3]

PAGE1

Press

[F1]

[F2] +

[F3]

Total Station Manual

6 Show the result of Radial

tie distance.

[NewPt1]: Start a new Radial

tie distance.

[NewPt2]: This Radial tie

distance’s first point

continues to be the new

polygonal tie distance’s first

point and then go to

measure the new second

target point.

[Polygonal]Radial: Go to

Polygonal tie distance.

: The target points can be measured, selected from the memory, or input usingthe

keypad.

GeoMax ZOOM1X User Manual

Specifications and Main Features

Frequently Asked Questions

User Manual