Hi-Target ZTS-320 Series Manual de usuario

Preface

Thank you for purchasing our ZTS-320 series total station!

This manual is your good helper, please read it before operate

the instrument and keep it properly.

Product Validation

In order to get our best service, please give the feedback

about the version, number and purchasing date of the instrument

and your valuable suggestions to us after you purchase our

product.

We will attach great importance to every piece of advice

from you!

We will pay much attention to every detail of our products！

We will make great efforts to provide better quality!

Notice: We reserve the right to change the technical

parameters during updating and improving our products and we

may not announce you in advance. The Pictures in this manual is

for reference only, please in kind prevail.

Features

Rich Features--- Our ZTS-320series total station carries

abundant surveying applications ,at the same time has the

functions of data storage, parameter settings and etc .It‟s suitable

for all kinds of professional measurements.

1. Absolute code disc

Equipped with absolute code disc , the instrument can

measure after switched on .Even if reset the battery halfway,

the azimuth information will not be lost.

2. A high-capacity RAM Management

It serves an easy management for file system, including the

increase, deletion and transmission of data.

3. Non- prism distance measuring

With non-prism distance measuring, this series total station

can be directly to all kinds of material, different colors of

objects (such as the structure of the walls, poles, wires, cliff

wall, mountain, clay, wood, etc.) for long, fast, high

precision measurement .This function is especially for the

measurements of targets that cannot be accessed.

4．Special measurement program

Except for the basic functions, it also has some special

measurement program to meet the needs of professional

measuring, such as Remote Height (REM) Measurement,

Offset Measurement, MLM (MLM Measurement),

Resection,Area measurement calculation, Roadway design

and staking-out .

5. Changeable eyepiece

As the eyepiece is changeable, it is convenient to be

equipped with diagonal eyepiece, which makes it easy to

you to observe the zenith direction high-rise buildings

6. Laser plumb

Easy to direct the station point and free station

Notice:

a) Do not look directly into the sun with instrument.

b) Do not leave the instrument in extreme temperatures

(too high or too low) or use it when temperature shock.

c) The instrument when not in use, should be loaded in

the box , placed in well-ventilate and dry place ,and pay

attention to the shockproof ,dustproof and damp-proof.

d) When there is a great difference in temperature

between working environment and storage environment ,

you should leave the instrument in the box to adapt to

the environment temperature ,in order to obtain good

precision.

e) If the instrument will not be used for a long term, the

battery should be unloaded and charged a month for

extending its life

f) When transporting the instruments, please store them

in boxes and avoid extrusion, collision and violent

vibration .A soft mat around the boxes may be required

for long-distance transport.

g) When setting the instrument, it‟s better to work with

high-quality wooden tripod for stability and measurement

accuracy.

h) In order to improve the precision of Non-Prism

measurement, please keep the object lens clean. When

cleaning exposed optical devices, please wipe themgently

with absorbent cotton or lens paper only.

i) After using instrument, please sweep away the surface

dust with flannelette or a hairbrush. Do not switch on the

device when it has got wet by rain. Please wipe it dry with

clean soft cloth and put it in ventilated place for a period

time to make the equipment fully dry before using and

packing.

j) Please check out that the indicators, functions, power

supply, initial setting and correction parameters of the

instrument meet the requirements before operating.

k) If discover the abnormal function of the instrument ,

non-professional maintenance personnel are not allowed

to disassemble the instrument without authorization, in

case of any unnecessary damage.

l) As a safety precaution,, do not aim at eyes directly

when using the instrument, because the light emitted of

the Non-Prism Total Station ZTS-320(R) is laser.

Security Guide

Please pay attention to the following security matters when

using the instrument with non-prism.

Warnings:

Total station is equipped with rangefinders with laser level

3R/IIIa ，which is recognized by the following logo recognition

at the horizon-axis locking knob” of the instrument, saying

“Class 3A Laser Product”. The Total Station is classified as Class

3R Laser Product and abides by the class of Laser Product

according to IEC Standard Publication 60825-1:2001.

For Class 3R/IIIa Laser Product, its emitted laser with

wavelength between 400nm and 700nmcan be at most 5 times of

that of Class 2/II.

Warnings:

Never star at laser beam constantly,it could cause

permanent eye damage.

Precautions:

Do not see directly into laser beams nor point laser to others.

The reflected beams is the necessary for the instrument

measurement signal.

Warnings:

It‟s dangerous to use Class 3R Laser instruments

improperly

Precautions:

In order to avoid causing damage, the proper precautions

should be taken for you and control well the distance (in

accordance with the standard “IEC60825-1:2001”) that may

occur hazards .

The following is the main part of the explanation of the IEC

Standard Publication:

Class 3R Laser Products are used in outdoors and on

building site (with non-prism measurements).

a. The personnel who is specially trained, qualified and

authenticated are allowed to stall, adjust and operate these

laser instruments.

b. Set up corresponding laser warning signs in the useof area

range.

c. Prevent anyone from looking directly into laser beams or

watching the laser beams with optical device.

d. In order to prevent laser damage to people , the laser

beams should blocked at the end of the working route. In the

limited area (★Hazardous distances) where the laser beams

through ,the laser beams should be terminated when there are

some activities.

e. the route which laser beans through must be set higher or

lower than the sight of people.

f. When the instrument not in use, please make it

safekeeping and storied. Unauthorized person should not use it.

g. To prevent exposure to laser beam accidentally, such as

mirrors, metal surfaces, windows, be careful as the flat surface

of the mirror and concave mirror.

*The hazardous distance refers to the maximum distance

which is from beginning of the laser beams to the laser beam

weaken until it does not harm people. The built-in rangefinder

products equipped with Class 3R/IIIa laser whose hazardous

distance is 1000 meters (3300feet),and in the distance, the

strength weakens to a Class 1 laser (sightseeing beam eyes

couldn't hurt).

Catalogue

1.Uses of Total Station .................................................................... 9

2.Names and functions of the components ................................. 10

2.1 Names of components ............................................................. 10

2.2 Functions of keyboards and the display of information........... 12

2.3 Functional keys under the basic measuring mode................... 15

2.3.1 Angle Mode(including 2 menu pages) .............................. 15

2.3.2 Distance Mode(including two menu pages) ..................... 16

2.3.3 Coordinate Mode(including three menu pages)............... 17

2.3.4 Explanation of Saving of data............................................ 18

2.4 Star(★) Key Mode ................................................................... 18

3. Initial Setup............................................................................... 20

3.1 On & Off ................................................................................... 20

3.2 Set up the tilt correction of horizontal and vertical angles...... 20

3.3 Set up the target Type.............................................................. 21

3.4 Set up the Reflecting Prism Constant....................................... 21

3.5 Signal........................................................................................ 21

3.6 Set up the Atmospheric Correction ......................................... 21

3.6.1 Set up the Atmospheric Correction value (ppm) directly . 22

3.6.2 Calculate the Atmospheric Correction out with

temperature and pressure sensor ............................................. 22

3.7 The Correction of the Atmospheric refraction and the Earth

Curvature ....................................................................................... 22

3.8 Set up the minimum reading of the angle ............................... 23

3.9 Setup of Automatic Shutdown................................................. 23

3.10 Set up the Addictive Constant and the Multiplying Constant 24

3.11 Selecting Data File ................................................................. 24

4. Preparations before measurements ......................................... 26

4.1 Unpacking and storing instruments ......................................... 26

4.2 Set up the instrument .............................................................. 26

4.2.1 Using plumbs to center and level (align)........................... 26

4.2.2 Using centering device to centre ...................................... 27

4.2.3 Loading and unloading of battery ..................................... 28

4.4 Reflecting Prism。................................................................... 29

4.5 Loading and unloading of the pedestal.................................... 30

4.6 Adjusting eyepiece lens of the telescope and aiming the

target. ............................................................................................ 30

4.7 Entering letters and numbers .................................................. 30

5. Angle Mode .............................................................................. 33

6. Distance Mode.......................................................................... 35

7. Coordinate Mode...................................................................... 37

8. Offset Mode.............................................................................. 41

8.1 Angle Offset Mode ................................................................... 41

8.2 Single-Distance Offset Mode.................................................... 42

8.3 Double-Distance Offset Mode.................................................. 44

8.4 Plane Offset Mode ................................................................... 45

8.5 Column Offset Mode ............................................................... 47

9. Operating Menu........................................................................ 49

9.1 Surveying ................................................................................. 49

9.1.1 Select files..........................................................................50

9.1.2 Setup station .....................................................................50

9.1.3 Setup BBS(backsight point)................................................51

9.1.4 Set azimuth........................................................................52

9.1.5 Surveying ...........................................................................52

9.1.6 Config of Surveying............................................................53

9.2 Staking out............................................................................... 53

9.2.1 Staking out points..............................................................54

9.2.2 Fast station ........................................................................55

9.2.3 Resection . .........................................................................56

9.2.4 Equidistant stake-out.........................................................57

9.2.5 Entering coordinates .........................................................58

9.3 File Management..................................................................... 59

9.3.1 File dialogue box ...............................................................59

9.3.2 Import................................................................................60

9.3.3 Export ................................................................................62

9.3.4 Format disk........................................................................63

9.3.5 Information of disk ............................................................63

9.3.6 Entering coordinates .........................................................63

9.3.7 Update ...............................................................................64

9.3.8 The instrument as a memory disc .....................................66

9.4 Programs.................................................................................. 66

9.4.1 Remote height (REM) ........................................................66

9.4.2 MLM ..................................................................................68

9.4.3 Polar Coord. Measurement ...............................................70

9.4.4 Coord.Z ..............................................................................70

9.4.5 Area .................................................................................. 71

9.4.6 Projection ..........................................................................72

9.4.7 Roadway ............................................................................73

9.5 Options .................................................................................... 73

9.6 Calibrate &config ..................................................................... 74

9.6.1 Adjusting index error(I.E)...................................................74

9.6.2 Calibrate TILT .....................................................................74

9.6.3 Add const&Mul. Const.......................................................75

9.6.4 Date and Time ...................................................................75

9.7 Grid Factor ............................................................................... 76

9.8 USART option........................................................................... 76

9.9 Selecting disc ........................................................................... 76

10. Roadway.................................................................................. 78

10.1 Inputting Roadway................................................................. 78

10.1.1 Horizontal alignment .......................................................78

10.1.2 Vertical Alignment ...........................................................81

10.2 Staking out Roadway ............................................................. 82

10.2.1 Selecting Roadway File ................................................... 83

10.2.2 Setting stations and BBS (back-sight points)................... 83

10.2.3 Staking out Roadway....................................................... 83

11. Adjustments and Corrections ................................................. 85

11.1 Tubular Level.......................................................................... 85

11.2 Circular Level.......................................................................... 85

11.3 Reticule of the telescope ....................................................... 86

11.4 The Perpendicularity of Collimation axis and Cross axis (2C). 87

11.5 Vertical plate index zero automatic compensation................ 88

11.6 Vertical index error (angle i) and set vertical index 0............. 88

11.7 Centering device .................................................................... 89

11.8 Addictive constant (K) ............................................................ 90

11.9 The parallelism of collimation axis and photoelectricity axis. 91

11.10 Non-prism ranging ............................................................... 91

12. Technical parameters.............................................................. 93

Appendix A: Explanation of file formats ........................................ 95

Appendix B Explanation of Protocol command ............................. 96

Appendix C Explanation of format data ......................................... 97

1.Uses of Total Station

The total station is such an instrument that measures

azimuths and distances to destination and can calculate the

destination point coordinates automatically. It plays an important

role in the economic construction and national defense

construction.General Survey, exploration and mining of minerals,

the construction of railways, roads, bridges, irrigation, urban

planning and construction is driven by electronic total station

measurements. In the building of national defense, such as

battlefield preparations, harbour, forts, airfields, bases and

military construction projects, and so on, must be based on a

detailed and accurate geodetic.In recent years, electronic total

station is a large precision engineering, shipbuilding and aviation

industries and other aspects of effective tools for precise

positioning and installation.

The ZTS-320 series total station is equipped with absolute

code dial system, integrated-circuit-control-board ranging item

and microcomputer for measurements of angle and distance and

for calculation, display, depositing and etc. It can exhibit

horizontal and vertical angle, slope and horizontal distance and

altitude difference simultaneously. Furthermore, it can be set to

measure under different mode (e.g.Angle mode, Distance mode).

It is even designed for you specializing in construction

projects with non-prism ranging. The non-prism ranging can be

comprehensively used in measuring three-dimensional

coordinates , position determination, remote elevation

measurement (REM), verticality, pipeline positioning,

cross-section measurement etc. It also meets requirements for

trigonometrical control survey, topographic survey, cadastral and

real estate survey

2.Names and functions of the components

2.1 Names of components

Handle

Objective lens

Horizontal axis center

Coarse sighting device

Display

keys

Base

Horizontal slow motion knob

Horizontal locking knob

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