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GPI GPI-122 Скачать руководство пользователя страница 48

47

3. Aim at and measure the end point of the baseline.
then defining baseline is over.

【

Procedure of point projection

】

Pt.project(end)
Vz:

83

°

09' 38"

HR:

24

°

30' 08"

SD:

6.408m

HD:

6.362

Meas T.H. Mode Enter

Survey(Pt.project)
HR:

15

°

23' 50"

X:

-0.903m

Y:

-0.867

Z:

-0.099

Meas T.H.

Mode

Survey(Pt.project)
HR:

15

°

23' 50"

SD:

0.867m

HD:

0.867

Meas T.H.

Mode

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Содержание GPI-122

Страница 1: ...GPI 120 120L series Instruction Manual GPI 122 GPI 122L GPI 125 GPI 125L NO 3 20110322...

Страница 2: ...e to read and fully understand this manual We have a dedicated service organization If the need arises please don t hesitate to contact us GPI 120 series total station is larruping specification as fo...

Страница 3: ...Up the Instrument 11 2 3 Centering and Levelling Up 11 3 Basic Functions 13 3 1 Nomenclature 13 3 2 Basic Key Operation 15 3 3 Display 15 3 4 Mode Diagram 16 3 5 Power On Off 17 3 6 How to Input Numb...

Страница 4: ...Column Offset Measurement 36 10 MLM 37 11 Height measurement REM 39 12 Intersection 41 12 1 Coordinates Intersection 42 12 2 Elevation Intersection Coor Z 43 12 3 Precautions When Performing Intersec...

Страница 5: ...to work with wooden tripod for the measurement accuracy Assemble the tribrach on the instrument The setting of tribrach would influence the accuracy The tribrach should be check frequently the screw...

Страница 6: ...t Do not cover the charger Fire could be result Do not use defection power cable socket or plug Fire electronic shock could result Do not use wet battery or charger Fire electronic shock could result...

Страница 7: ...instrument or battery Harmful chemicals could cause burn or blisters Please assemble the tribrach carefully if the tribrach is not stable series damage could result Do not drop the instrument or trip...

Страница 8: ...inspecting or adjusting 2 Wear required protectors safety shoes helmet etc when operating Laser emit WARNING Never point the laser beam at other s eyes it could cause serious injury Never look direct...

Страница 9: ...sponsibility for consequential damage and loss of profits by any disaster an earthquake storms floods etc 4 The manufacturer assumes no responsibility for any damage and loss of profits due to a chang...

Страница 10: ...st the users recharge the battery full or prepare several full batteries before operation The battery symbol only indicates power capability for current measurement mode The power consumption in dista...

Страница 11: ...s shown left Remove the battery by pulling it toward you 2 1 3 Recharge the Battery 2 Mount the battery Insert the battery to the instrument Press the top of the battery until you hear a Click As abov...

Страница 12: ...because the instrument will tilt slightly if the battery is mounted after leveling 1 Set up the tripod first extend the extension legs to suitable lengths and tighten the screws on the midsections Mak...

Страница 13: ...rely 6 Check again to make sure the bubble in the plate level is centered If not repeat procedure 4 Screw A Screw B Screw C Bubble Plate level Loosen the horizontal motion clamp and turn the instrumen...

Страница 14: ...13 3 Basic Functions 3 1 Nomenclature Optical sight Objective Vertical tangent screw Keypad Handle Plate level Screen Tribrach RS 232C port Tribrach fastening screw...

Страница 15: ...14 Handle screw Eyepiece Optical Plummet Circular level Tribrach Leveling screw Horizontal tangent screw Indtrument height mark Battery Focusing knob...

Страница 16: ...umeric input 2 Input characters when alphabetic input Input a decimal point Input plus minus sign Power Power On Off Enter into setting mode directly ENT End dialog and save setting to file ESC Escape...

Страница 17: ...DM mode Calibration 1 Index error 2 Tilt error 3 Add Const 4 Mul Const Collection 1 Select file 2 Setup station 3 Setup BSS 4 Sequence of collection 5 Collection Vz 92 18 22 HR 187 07 15 Save Set0 Set...

Страница 18: ...d alphabet inputing must be carried out in a dialog box for example input point name SUN1A and STN 123 456 in Setup station dialoc box 1 Press F3 the soft key prompt will switch Alph 2 Press 7 S will...

Страница 19: ...nter into in any status and do some basic settings 1 Backlight Press F1 the backlight will be switched on or off 2 Tilt Press F2 the tilt sensor status will be present Press F2 again the tilt sensor w...

Страница 20: ...er feet feetinch hPa mmHg 2 Unitsoption dist InterFeet US Feet 3 K option 0 0 14 0 20 4 VA display Zenith Horizon 0 V90 slope 5 HA display HAR HAL 6 Auto Power off Never 5min 10min 20min 7 Coord N E Z...

Страница 21: ...to save the value And it displays as the horizontal angle The range and format of the input value gon 0 399 9999 degree 0 359 5959 mil 0 6399 999 3 Sight the 2nd target The horizontal angle from the 2...

Страница 22: ...the accurate of measured results Dust it off with your special brush and wipe it with your special cloth in your carrring casebefore putting away If an object with a high reflective factor metal white...

Страница 23: ...in the measurement mode to next page 3 Press F3 STA to setup station 4 Press F1 Input the station coordinate note to input a pointname if the station is a known point whose information have been save...

Страница 24: ...dinate file in this time you can do it by pressing 1 Press F2 Pop to call a point coordinate information for the station if you can remember the point name input the point name shown as the picture on...

Страница 25: ...a as you needing coordinate date 6 2 Azimuth Setting The azimuth of backsight could be inverse calculated by the coordinates of instrument station and backsight station see 6 1 Input the occupied poin...

Страница 26: ...ccupied data if necessary see 6 1 Input the occupied point data 4 Press F1 Setup to re input the target height and instrument height if necessary and press F1 MEAS to continue Follow this operation ti...

Страница 27: ...asured horizontal angle Distance difference Distance Displayed item SD S O SD measured slope distance slope distance of Setout data HD S O HD measured horizontal distance horizontal distance of Setout...

Страница 28: ...ss ENT to accept the selection 3 Press F2 Meas to Start EDM when the error is less than 0 002mm then the EDM will stop measuring automatically Vz 92 18 22 HR 187 07 15 SD m HD VD Offset Setout m f I P...

Страница 29: ...ure of coordinate Setout measurement 1 Press MENU in the basic measurement 2 Select 3 Setout 3 Input point coordinate that you need to setout if the point is in current coordinate file then you can pr...

Страница 30: ...ulate Azimuth DR horizontal distance HD then you can select one of two setout mode distance or coordinate 8 Distance setout mode we expect that dHR and dHD tend to zero 9 Coordinate setout mode we exp...

Страница 31: ...listed clockwise or anticlockwise or mistake will result 8 1 Area Calculation by Measured Data or Input Data Procedure of area calculation 1 Select Program menu 4 enter into Area Measurement 2 Area me...

Страница 32: ...n is possible then you can press F4 CALC the Area and Perimeter of the shape that is surrounded by the points in list box 8 To obtain a result these points must be measured or listed clockwise or anti...

Страница 33: ...measuring the distance and angle from the surveying point to the offset point The target point could be found in the following four ways 9 1 Distance Offset Measurement Sometimes we need to measure a...

Страница 34: ...et Measurement Sometimes we need to measure a coordinate of a point such as A1 whose position cannot place a prism assum that we know that the horizontal distance from CI to A1 and the distance from C...

Страница 35: ...you must press DIST 5 When you press F1 Next you will be informed to save the result if nessary you can press ENT to save the result 9 3 Plane Offset Measurement Sometimes we wish to obtain the coord...

Страница 36: ...get point is calculated Offset Plane pt 1 HR 1 55 42 SD 4 847 HD 4 831 VD 0 393 Meas Mode Enter Offset Plane pt 2 HR 9 36 37 SD 5 182 HD 5 165 VD 0 420 Meas T H Mode Enter Offset Plane pt 3 HR 9 36 37...

Страница 37: ...the data of a point on the column which is shown as the picture on the left 2 Aim at the left edge of the column get its azimuth 3 Aim at the right edge of the column get its azimuth 4 The coordinates...

Страница 38: ...rence from one base point to other points without moving the instrument MLM have two mode one is MLM A B A C the other is MLM A B B C the two modes are shown as follow H2 H1 V2 V1 S1 1 S2 2 Target P3...

Страница 39: ...in next coordinates or Press F3 Coor then you can call an existing coordinate from current coordinate file 6 There are Dsd slope distance Dhd horizontal distance Dvd difference of height and azimuth a...

Страница 40: ...cedure of REM Ht Ground to target 1 Select menu item 1 when you need the height between the target and ground 2 Setting height of instrument and the height of prism 3 Press F1 Meas to start EDM then y...

Страница 41: ...trument and the target Press F4 Enter to accept the measurement data 3 In this time the point where posite prism is base point 4 The VD will change when you rotate telescope If you need setting anothe...

Страница 42: ...asured distance Di Output Coordinate of occupied data Xo Yo Zo NOTE All N E Z value or only Z value of the occupied point is calculated by measuring known points Coordinate intersection measurement ov...

Страница 43: ...asure next point 4 If you have measured two or more distance the prompr Calc will appear in another way if you have measured three or more then the prompr Calc will appear in this time you can press F...

Страница 44: ...nt station is dertermined by this measurement Between 1 and 5 known points can be measured by distance measurement only Procedure of elevation resection 1 Input a known point you can press F1 Input to...

Страница 45: ...dinate Z as coordinate Z of station then you press F4 Set 7 The azimuth of the instrument is also calculated you can press F4 Set to set the Azimuth of the instrument Coor Z No 1 HR 1 46 36 SD HD VD M...

Страница 46: ...upied and known points the narrower the included angle between the known points Be careful for the points can easily be aligned on the edge of a single circle An arrangement such as shown below is des...

Страница 47: ...stance between the point and baseline can be calculated the figure is shown as follow 13 1 Define Baseline Procedure of defining baseline 1 Select the menu item 2 to define a baseline 2 Measure the st...

Страница 48: ...ining baseline is over Procedure of point projection Pt project end Vz 83 09 38 HR 24 30 08 SD 6 408m HD 6 362 Meas T H Mode Enter Survey Pt project HR 15 23 50 X 0 903m Y 0 867 Z 0 099 Meas T H Mode...

Страница 49: ...be calculated according to input their coordinates Input Output Coordiante of start point N0 E0 Z0 Distance D Coordinate of end point N1 E1 Z1 Azimuth Az This function can be implented in MLM when al...

Страница 50: ...be described as a Horizontal curve and a Vertical curve we describe a horizontal element by Line circle spiral and point of intersection these shape have some attribute as follow Attribute of cirle an...

Страница 51: ...tal Element 1 Select the mathod of element to define horizontal roadway press F1 Line first 2 Input the Mileage and coordinates of start point A2 A1 PT R Entrance point PTO Exit point PTI Curve define...

Страница 52: ...a spiral whose radius is 240 and length is 45 8 Calculate the mileage and azimuth of the fan out point Define H _Line Azimuth 5 Length 50 B S Clear Enter Define H _02 Mileage 150 000 Azimuth 5 00 00 L...

Страница 53: ...tes of start point 3 Input another I P one by one Press ENT to accept a dialog box 4 Press ESC to stop inputing then pop up a list box of I P Press F1 Save to save all poins of intersection to current...

Страница 54: ...nt the slope changing the figure is shown as follow Mileage 0 508 306 1000 48 Altitude 324 325 329 247 325 689 Length 0 84 56 52 806 The input method of defining vertical curve is just same as the hor...

Страница 55: ...ollow Procedure of Road setout 1 Input the start mile and space between Road setout 1 Select file 2 Setup ST 2 Setup BSS 4 Road Setout Roadsetout para 1 2 Start Mile 100 Space Between 10 B S Clear Ent...

Страница 56: ...tes press F4 Enter to setout 5 According to the point on the stake the azimuth and horizontal distance is calculated you can press F1 Dist or F2 Coor to setout 6 The mathod is same as 7 Setout Measure...

Страница 57: ...follow 1 The file operation dialog box is shown as the picture of the left 2 Press F1 New to create a new file the type of file can be changed by pressing F4 Type after you input the filename the file...

Страница 58: ...nstrument it will take a long time to delete these files one by one formating the disk would be a good idea when you format the disk the prompt as the picture on the left will appear so you must save...

Страница 59: ...the file is not match cannot to import Choose file Please assign a file to import or export None record There is not record in the file Saved Records have been saved Select coor file Assign a coordina...

Страница 60: ...f range Cannot calculate The shape is mussy so area cannot be calculated Extension error Input as follow COD COO MEA LSH LSV System can only accept some file such as cod coo mea lsh lsv _ Disk is full...

Страница 61: ...Giant Giant Precision Instrument Co Ltd International sales dep No 69 Anhe Rd Zhonghe Dist New Taipei City Taiwan R O C Zip 23576 Tel 886 2 2231 7282 Fax 886 2 2231 7281...

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