Hi-Target Surveying Instrument Co. Ltd. NAME: TOTALSTATION MODEL:HTS-360R The statements should be displayed in the user manual: changes or modifications not expressly approved by the party responsible for compliance could void the user’s authority to operate the equipment. 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.
Preface Thank you for purchasing our HTS-360 Mini series total station! This manual is your good helper, please read it before operating the instrument and keep it properly. Product Validation In order to get our best service, please give the feedback about the version, number, purchasing date of the instrument and your valuable suggestions to us after you purchase our product.
Features Rich Features--our total station carries abundant surveying application, at the same time has the functions of data storage, parameter settings and etc. It’s suitable for all kinds of professional measurements. 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.
Laser plummet Easy to direct the station point and free station Notice: Don’t look directly into the sun with the objective lens; Do not leave the instrument at extreme temperatures (too high or too low) or use it when thermal shock; When you don’t use the instrument, should load it in the box and place it well-ventilate and dry place ,and pay attention to the shock-proof ,dust-proof and damp-proof; In order to get good precision, you should leave the instrument in the box to make it adapt the environment w
and put it in ventilated place for a period time to make the equipment fully dry before using and packing. Please check out that the indicators, functions, power supply, initial setting and correction parameters of the instrument meet the requirements before operating. If discovering 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.
measurement signal. Warnings: It’s dangerous to use Class 3R Laser instrument 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).
*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).
Content 1. Use of instrument.............................................................. 1 2. Names and functions of the components ................. 2 2.1 Names of the components........................................... 2 2.2 The information of the displays ................................ 4 3. Initial setup ......................................................................... 8 3.1 On & Off .............................................................................. 8 3.
4.10 Retrieve code ................................................................25 4.11 Record point data .......................................................26 4.11.1 Record data without displaying...............26 4.11.2 The display of saved data ...........................27 4.12 Basic measurement ..................................................27 5. Angle ....................................................................................31 5.1 Set 0..............................................
azimuth...........................................................................54 8.2.1.2 Define arc by radius and azimuth.........55 8.2.1.3 Define arc with radius and arc length .55 8.2.2 Arc measurement............................................56 8.3 MLM ...................................................................................57 8.3.1 MLM (A-B,A-C) .................................................57 8.3.2 MLM (A-B,B-C) .................................................58 8.
.2.5 Communication setting ..............................86 11.2.6 Other settings .................................................87 11.2.7 Factory reset...................................................87 11.2.8 Upgrade .............................................................88 11.3 Data management .....................................................90 11.4 Import and Export.....................................................91 11.4.1 Export to PC ................................................
Cross axis (2C) ............................................................................. 115 13.5 Vertical plate index zero automatic compensation ............................................................................... 116 13.6 Vertical index error (angle i) and set vertical index 0 ............................................................................................. 118 13.7 Centering device ...................................................... 118 13.8 Addictive constant (K) ........
1. Use of instrument The total station is such an instrument that measures the azimuth 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.
2. Names and functions of the components 2.
Handle Objective lens USB port Vertical clamping screw Vertical tangent screw Fast measuring key Display RS-232 Communication port Locking screw Leveling screw Base 3
2.
Symbols on the keyboard Keys Name Power Function Power on/off In the basic interface，measure distance； MSR1 MSR1 In the other distance，it indicates the function upon to the soft key In the basic interface，measure distance； MSR2 MSR2 In the other distance，it indicates the function upon to the soft key Under the basic measurement interface，down DSP DSP to the next page.
input，and return to the previous step ◄► Left /right ▲▼ Up /down change the option in the select box Data list page Move the Cursor up and down in order. Turn the page under the basic measurement. Input number and characters and select one of 0～9 Number menu. “0”: Enter the electronic bubble interface under the basic measurement. · The side key Symbols Enter symbols, decimals and signs; Enter the interface for input height. Fast This function is equal with it of the key measurem [MSR1].
SD Slope distance. dSD is to stake out differences between slope distances. N Northing. dN is to stake out differences between north-coordinates. E Easting. dE is to stake out differences between East-coordinates. Z Elevation. dZ is to stake out differences between Z-coordinates m Unit in meters (metric units) F Units in feet f Units in American feet M Units inMIL g Units inGON The maximum character length and range of data Coordinates：-99999999.999——+99999999.999m Instrument height：-999.
3. Initial setup 3.1 On & Off Press and hold the key ‘On/Off’ (the buzzer remains buzzer) until the screen displays pictures. The instrument is now switched on. After self-checking, the instrument enters Angle Mode automatically (see details in 5. Angle Mode for details) Pressing power key will leads to a dialogue box. Press [ENT] to turn off the instrument. 3.
press the key [S A], and the data of “Tilt Y” will display zero by press [DIGIT] when the instrument is equipped with single-axis compensator; 2）Press [OFF] to close the compensator; 3）Press [S A] to open the compensator of the vertical direction and close the compensator of the horizontal direction; 4）Press [D A] to open the compensator of the two directions.
pressing the key [▲] or [▼]; 3) Backlight: each time you press the key [Light], the backlight of display can switch between the brightness (for three levels) and off circularly; 4）Laser: Each time pressing the key [LASER] can switch on or off the laser; 5) laser plummet: you can increase the laser plummet brightness until the brightest by press [＋]，and you can also press [﹣] to decrease the laser plummet brightness until off it. 3.
instrument) , “RB’(reflector board); 5) PSM: Prism constant .Generally as “0” or “30”,if the prism is special, you need to input itself constant value; 6) Mode: Distance measurement mode .You have four options to select, which are “Single”, “Rept.”, “Avg.”(Set by “count”), “Track”(Fast but low accuracy) . The “Single” measurement and “Avg.” measurement can be ended automatically after a successful measuring. But if you want to end the “Track” and “Rept.
height, you can apply this function. Under the “Hotkey” interface, press the key [1] to enter the “Input T.H” interface. Input T.H m T.H： 1) After you input the target height , press [ENT] to save the target height to the system parameters .when you enter another interface which displays the target height ,the value will be the system default until you change it; 2) The range of input is “-999.999” to “999.999” .
P: atmospheric pressure (unit: hPa) T: temperature (unit:℃) Under the “Hotkey” interface, press [2] or press [ENT] when the focus is at “2.Tem-Press” to enter the “Input TP” interface.
2) 3) 4) input mode. Maximum of 50 characters; After inputting the notes, press [ENT] to record it and then a prompt box “NOTE rec. OK” appears and back to the “Hotkey ” interface; The information of note is recorded to the current measurement file; You can press [ESC] to return to the “Hotkey” interface under the “Input Note” interface. 3.5 Select data files The instrument needs large data and creates large data when it is operated. These data are storied in the system files as a file form.
4. Preparations before measurements 4.1 Unpacking and storing instruments Unpacking Lay down the box gently with the top side facing up. Open the lock and take out the instrument. Storage Cover the telescope cover. Make sure that the vertical clamping screw and the level bubble face upwards. Lay down the instrument into the box (with objective lens of the telescope facing downwards.). Tighten the vertical clamping screw gently and cover the box, then Lock the box. 4.
unit to make sure it is secured to the tripod. 3) Using the circular level to level the instrument coarsely ① Twist and adjust the two leveling screw A and B on the bottom of the instrument until the bubbles of the circular level moves to the line perpendicular to the center line the screw A and B; ② Twist and adjust leveling screw C to move the bubble to the center of the circular level.
Screw C Screw B Screw A ③Turn around the instrument 90°again. Repeat above steps until the bubble remains in the center of the plate level even though the instrument is rotated to any position. 4.2.2 Using centering device to center 1) Set up the tripod; Open the tripod. Make sure that the three feet of the tripod are approximately equal in distance from the center and that the top is leveled.
Repeat the steps above until the instrument aims at the station precisely. 4.3 Loading and unloading of battery The information of the battery --Full battery, operation is available. --Just appearing this information which means the battery can support the instrument for another 4 hours. --The battery is lower, and it’s better to replace. --Measurement is impossible, and it’s necessary to replace and recharge battery.
temperature range. ▲A battery can be recharged for 300-500 times. ▲A monthly recharging is required if the instrument is not used for a long time. 4.4 Reflecting Prism. When measuring distance with prism mode, a reflecting prism must be set at the target site. You can connect the prism to the base, and then connect the base onto the tripod .you can also set the prism onto the centering rod.
proper distance (about 200mm) away from the sighting device; 3) Obtain a sharp image of the target on the reticule with the focusing screw. If optical parallax appears when angle of view changed, the focus or the diopter of the eyepiece may be unadjusted. For precision concerns, please adjust the eyepiece focus to eliminate the optical parallax carefully. 4.
5) 6) The interval of pressing the key [1] twice is not over 0.3 seconds .If over,another letter will be input. If press the key [1] constantly, it will be circular between “S” “T” “U” “1” “S”. The operation of the other number keys (“0~9”) is as same as it of the key [1]; Press the key [5] constantly again, “CO” displays in the edit box; Input code A CO Code： 7) 8) Press [Mode] to switch to the mode of inputting numbers.
switched to the letter mode “A”. The interface is as follows; Input T.H 1 m T.H： 2) 3) The order of the keys:[1]→[·]→[6]→[5]→[2]; The result is shown below: Input T.H T.H： 1 1.652 m 4) After completing the input, press [ENT] to record the input and end the edit box; ● Input angles Example 3: Enter the “Input Angle->Set A” interface of angle menu, which needs to input “123°45′56” in the edit box of “HR”.
Input Angle->Set A 1 123.4556 HR： *[ENT]to set A 3) After completing the input, press [ENT] to confirm the input or press [ESC] to cancel it. If it is over “360°”, a prompt box will appear. 4.8 Retrieve points In the software functions of this series total station, we need to retrieve or input the coordinate data of points in many places, but the method is same. Take the “Project->base” for example. Project->base A Pt.1: Pt.
some points whose name contains “5”, which are displayed in the list(as shown below).Then, move the cursor to the wanted point and press [ENT],and it will display the coordinate of the wanted point and back to the previous interface; Project->base Pt. list Pt.1: 12356 Pt.2: 12357 MEAS 4) A ▲ KNOWN ENT If the point input isn’t exit, you can enter the input interface (as shown below).after the input, it save the input data to the retrieved file, and then come back; Input coord. N: E: Z: Pt.
4.9 Measured point In the software functions of this series total station, we need to retrieve or input the coordinates data of points in many places as well as obtain the coordinate data by field measurements. The method is as same as retrieving points. Take“Project->base” for example. Project->base A Pt.1: Pt.2: MEAS KNOWN ENT 1) Press the key [MEAS], then enter into the interface (as shown below; Meas. target 45º23'53" HR: Vz: 89º52'36" SD: *[Hot] to set T.
Code manager 1/1 code1 code2 SRH. DEL. ADD LAST If the code data are multipage，you can move the cursor to the last and move cursor again, then you can press [▼] to next page, or you can press [◄] or [►] to next page; 3) After select the code, press [ENT] to come back, and the code will be refreshed. 2) 4.11 Record point data 4.11.1 Record data without displaying 1) Under the functions with saving data, press [REC.] to enter the interface of recording data ,which will displays the default “Pt .N”, “T.
4.11.2 The display of saved data HR: Vz: SD: Pt.N: Code: 45º23'53" A 89º52'36" 42.365 m 1 code DSP REC. [DSP] [DSP] N: E: Z: Pt.N: Code: LIST 146.325 A 265.364 m 1.256 m 1 code DSP REC. 1) Under the functions with saving data, press [REC.] and enter the interface of recording data ,which will displays the default “Pt.N”, “T.
[▲] Basic 1/3 HR: Vz: SD: Pt.N: T.H: [▲] 45º23'53" 89º52'36" [DSP]/ [▼] 1 1.680 m [DSP]/ [▼] Basic 3/3 N: E: Z: Pt .N: T.H: Basic 2/3 HD: VD: SD: Pt .N: T.H: [DSP]/ [▼] [▲] Pt.N: It defaults to the point name which is the last point name added 1before last shutdown; T.H: it defaults to the value of target height saved by system.
the current measured data are displayed whatever interface; 6) Pressing [DSP] or [▲] [▼] can view the measured data.
13) Pressing [ANG]:Enter the “Angle” menu.
5. Angle If you want to use the functions about resetting angles,precise measurement of the Angle in the process of using the instrument, enter the angle menu for the correlation operations of angle. In the basic interface, you can press [F4] to enter the angle menu, which is as follows: ----Angle---1.Set 0 2.Set HA 3.Hold HA 4.HA repetition 5.1 Set 0 If you want set the current horizontal angle as 0 degree, this function will help you. 1) In the angle menu interface, select “1.
5.2 Set HA If you want to set the horizontal angel what you want, this function will help you. 1) In the angle menu interface, press [2] or press [ENT] after moving the cursor to “2.Set HA”to enter the “Input angle ->Set A” interface as shown below: Input angle->SetA 1 HR： *[ENT] to set A 2) 3) 4) Take the value of angle input to four decimal places .
Hold->Set Hold->Set HR: 20°27′39″ [HOLD] HR: 20°27′39″ *Keep until release *Keep until release HOLD REL. （2） （1） 2) Enter to the “Hold -> Set”(1),then turn the instrument and the horizontal will be changed in real time. Then, press [HOLD], the current value will be held with unchanged and enter to the interface (2); 3) Turn the instrument at a right direction, then press [REL.
“AVG”: The cumulative average values of horizontal angle. “Angle”: The real-time angle value between the backsight point and the foresight point after every repeated measurement. “Read”: The number of completing angle repetition “HD”: The horizontal distance value of the foresight point measured. 2) According to the prompt “Aim BS.”, aim at backsight point, and then press [ANG]; 3) According to the prompt “Aim FS.”, turn the instrument (the angle is changed in real time),and press [ANG].
6. Setup Station This function is to confirm the coordinates, north of the station and the surveying Coordinate Systems. In the basic measurement, press the key [7] to enter the staking out menu, which as follows △ ----Setup Stn---3.Resection 4.Qiuck 5.Remote BM 6.BS check 7.View STN △ △ ----Setup Stn---1.BS coord. 2.BS angle 3.Resection 4.Quick 5.Remote BM △ 6.1 BS coord. This function is to confirm the coordinate system according to the known station and the coordinates of the backsight point.
1 Input STN & BS STN: I.H: m BS: T.H: m *Aim BS. KNOWN 2) Retrieve the point (see the chapter 4.8),then the display of “STN” will be refreshed, at the same time ,the cursor moves to the input box of “I.H”(instrument height); [Note*]:Here, the “STN” can’t be null. STN: Station name I.H: Instrument height T.H: Target height 3) Input the instrument height in the “I.H” input box; 4) Input the name of backsight point, as same as the operation of “STN” input; 5) Input the target height in the “T.
8) If you want to save the measured data of checked backsight, just press [ENT] and it will prompt you “Save BS coord?”, if not,press the key [ESC] with a prompt “Finished” and back to the basic interface. 6.2 BS angle This function is to determine the coordinate system and according to the coordinate of station and the angle between station and backsight point ,and set up station according to instrument height.
3) Input the name of backsight point, as same as the operation of “STN” input; Input backsight angle in the “BSA’ input box, then aim at backsight point, and press the key [ENT] to return to the interface of basic measurement. 4) 6.3 Resection This function adopts two or more points (the maximum of 5 points) to set station by angle measurement or distance measurement. You can measure distance and angle or just angle with this function.
RES.->Input <1> Res.->Meas. HR: 91º42′34" HD: 0.526 m 0.528 m SD: *Meas. or [ENT] MSR1 MSR2 QUIT 1 【ENT】 12345 0.300 m Pt.N: T.H: KNOWN 【ESC】 QUIT （1） NO [ADD] （2） Calculate ? [ENT] Yes Res. -> Result 1/2 N: 1.123 m E: 2.234 m Z: 3.345 m *[REC] to save STN ADD REC. DSP QUIT [DSP] [DSP] Res. -> Result 2/2 dN: 0.000 m 0.000 m dE: dZ: 0.000 m *[REC] to save STN ADD REC. DSP QUIT （3） 1) Under the menu of stationing, Press [3] or press [ENT] after selecting “3.
which as shown picture (3); 6) Pressing [ADD] can add data; 7) Pressing [DSP] can switch the interfaces of data; 8) Pressing [REC.] or [ENT] to record data with a prompt “Finished”, and come back to the interface of stationing interface. 6.4 Quick This function can station quickly without the coordinates of station and backsight, which is equal to free-station. 1) Press the key [4] or select “4.Quick” and press [ENT] to enter the interface of “Quick” interface，as shown below .
of remote elevation measurement is below: RBM->Input Pt.: T.H: Code: 1 12345 0.000 m 7 [ENT] [ESC] KNOWN RBM->Meas. HR: 91º42′34" VD: 0.145 m HD: 0.560 m *[ENT] save after meas. MSR1 MSR2 （1） （2） 【ESC】 【ENT】 RBM->Result N: -23564.203 E: -29546.256 Z: -0.300 STN: 2 0.300 I.H: 1 m m m m （3） 1) 2) 3) 4) 5) 6) 7) Press the key [5] or select “5.Remote BM” and press [ENT] to enter the interface of “RBM->Input” interface，as shown (1) below; Retrieve the point (see the chapter 4.
6.6 BS check This function can be used to check the current horizontal station and the backsight angle of last stationing, and also reset backsight height. 1) Press [6] or select “BS check” and press [ENT] to enter the interface of “BS check”.(as shown below); BS check 41º24′12" HA: 91º42′34" BSA: * BSA reset ESC RESET 2) Press [ENT] to come back to stationing menu; 3) Press [ENT] or [RESET] to come back to “Basic”;interface and reset the current angle as backsight angle. 6.
7. Stake out Staking out is to find the earth point for the designing point, which also means setting out. Distance difference Len Backsight Settin g out point Angle difference Station In the basic interface, press the key [8] to enter the menu of staking out, which as shown below. ----Stake out---1.S-O ang.&dist. 2.S-O coord. 3.S-O equidist. 4.S-O line pt. 5.S-O line △ △ 7.1 S-O ang.&dist.
3) Input the height difference in the “HV” input box, and then press [ENT] or [▼]; 4) Input horizontal angle in the “HA” input box; [Notice*]: “HD”: the horizontal distance between stakeout point and station. “HV”: the height difference between stakeout point and station. “HA”: the horizontal angle between stakeout point and station. 5) Press [ENT] to enter the interface of “SO -> Result 1/3”,please refer to the operation of chapter “7.6”. 7.2 S-O coord.
7.3 S-O equidist. Equidistance stakeout is to stake out the quarters which the distance between the baseline points is divided. Press the key [3] or press [ENT] after selecting “S-O equidist” and to enter the interface of “Equidist.->base” ,which as shown below: Equidist.->base Input pile No. 1 [ENT] Pt.1: Pt.2: Stakes: Pile: 1 2 1 [ESC] MEAS KNOWN + ENT 2) 3) 4) 5) 6) ENT （2） （1） 1) - Retrieve the point 1 by the reference to the operation of chapter 4.
7.4 S-O line pt. This function is to stake out after calculate the data of length, offset, height difference between stakeout point and baseline point. Press the key [4] or select the option “S-O line pt.” and press the key [ENT] to enter the interface of “S-O line pt ->base”, as shown in picture (1). S-O line pt ->base Input 1 [ENT] Pt.1: Pt.2: [ESC] MEAS KNOWN （1） 1 m m m Length: Offset: HV: ENT （2） 1) After retrieve point 1 by reference to chapter 4.8 , refresh the display of “Pt.
Offset: the Horizontal distance between target point and its projective point on the baseline. The value of offset along point 1 to point 2 is positive, otherwise, negative. HV: the height difference between point 1 and height difference. 7.5 S-O line This function is to stake out a straight line which parallels to baseline after calculating the offset from staking out point to baseline.
[Notice*]: Offset:the horizontal distance from the target point to its projective point on baseline. S-O Line->Result 2/2 N: E: Z: *Meas. target MSR1 MSR2 DSP 5) 6) 7) 8) m m m S-O Line->Result 1/2 Offset: m m HV: m Length: *Meas. target MSR1 MSR2 DSP QUIT [DSP] [DSP] QUIT Aim at the target and press [MSR1] or [MSR2] to measure .
Turn the instrument until the “dHR” close to “0°00′00″”，and you can conduct somebody to put the prism in the view of telescope until close to the direction of measurement. 1) Aim at the target and press the key [MSR1] or [MSR2] to measure the target .when the measurement is completed, the difference value between target point and staking out point is displayed on the first page.
S-O->Result 1/3 0°00' 00" dHR→: R←: m m B↓: m U↑: MSR1 MSR2 DSP QUIT (1) S-O->Result 1/3 dHR→: 0°00' 00" R←: m m B↓: m U↑: MSR1 MSR2 DSP NEXTP (2) S-O->Result 1/3 <1/2> dHR→: 0°00' 00" R←: m m B↓: m U↑: MSR1 MSR2 DSP QUIT (3) 6) When the stakeout mode is “S-O ang.&dist.”, press [ENT] to save the stakeout point and the point name is the last recorded name adding 1; 7) When the stakeout mode is “S-O coord.
8. Program In the program measurement, there are many functions of application measurements. In the basic interface, press the key [4] to enter the menu of program. ----Program---1.Piont Proj. 2.ARC 3.MLM（AB-AC） 4.MLM（AB-BC） 5.REM ----Program---5.REM 6.Vert. Plane 7.Bevel 8.Area & Girth 9.Road 8.
Y X Baseline Start point A End point B Projective point Offset Length Measured point The flow chart of this function is as below: Project ->base 1 Pt.1: Pt.2: MEAS KNOWN ENT （1） [ESC] Project-> Result1/3 Length: Offset: HV: *[ENT] record MSR1 MSR2 DSP [ENT] [DSP] Project-> Result 2/3 N: E: Z: *[HOT] to set T.
1) Press the key [1] or press [ENT] after move the cursor to “Point Proj. ” to enter the interface of “Project ->base”; 2) After measuring or retrieve the coordinates of the two points of baseline, press [ENT] to enter the interface of “project -> Result ”; 3) In the interface of “Project ->Result”, press [MSR1] or [MSR2] to start measuring after aim at measured point.
8.2.1 Define of arc You should define the arc first when want to use this function. In the menu of program, press [2] or press [ENT] after moving the cursor to “ARC Meas.”, as shown below: ----ARC Meas.---1.2Pt. and AZ 2.R and AZ 3.R and ARC len The arc formed by data has most of the arc and less than half arc. The ruler is that the arc we define, which is form start point to end point and the direction is clockwise. 8.2.1.
8.2.1.2 Define arc by radius and azimuth This function is to define arc by using a start point, radius and the azimuths of tangent of the two endpoints. 1) Press [2] or [ENT] after moving the cursor to “R and AZ” to enter the interface of “ARC->R and AZ”, which as shown below: ARC->R and AZ Pt.1: AZ.1: Radius: AZ.2: MEAS A m KNOWN 2) Retrieve or press [MEAS] to measuring the “Pt.1”; 3) Input the two angle of contingence “AZ.1” “Radius” and “AZ.
2) Retrieve or press [MEAS] to measuring the “Pt.1”; 3) Input the two angle of contingence “AZ.1” “Radius” and “ArcL.”,then press [ENT] to enter the interface of “ARC->Data” and display the arc data ,see the chapter 8.2.2; 4) Press [ESC] to return to the arc measurement menu. 8.2.2 Arc measurement Enter the interface of “ARC->Data” after defining the arc, as shown below: ARC->Data Radius: 197.3431 m 301.9028 m ArcL.: 7°56′32″ AZ.
2) 3) 4) Aim at the prism point, and press [MSR1] or [MSR2] to start measuring. After a successful measurement, measured data will be displayed; Press [DSP] to switch to check the data of the three result pages; Press [ENT] to enter the interface of “Rec. data”, and you can record the measured data. 8.3 MLM This function is to Measure the horizontal distance (dHD), slope distance (dSD), elevation difference (dVD) and azimuth angle (dHD) between two target.
(AB-AC)”; MLM->AB-AC 1/2 rSD: rVD: rHD: m m m [DSP] MLM->AB-AC 2/2 rAZ: rV%: rGD: [DSP] MSR1 MSR2 2) 3) 4) 5) 6) DSP MSR1 MSR2 DSP Aim at the start point A, then press [MSR1] and [MSR2] to start point.
Target point VD P prism Prism height C 1) Press the key [5] or [ENT] after move the cursor to “REM”, which as in picture (1); REM T.H: Elv.: 1.034 1 m m 【ESC】 *Input T.H (1) REM T.H: Elv.: 【ENT】 【ESC】 1.034 m m [MSR] REM T.H: Elv.: 1.034 m 1.034 m *[ENT] to update HT *Aim and meas. MSR1 MSR2 (2) (3) 2) Input target height (the height difference from prism P to target point C)in the “T.
5) If you want to refresh the target height, press the key [ENT]; 6) Repeat step (3) to continue measuring; 7) Press the key [ESC] to return to the program menu. 8.5 Vertical plane measurement This function is used to measure the offset and height difference from any point of vertical plane to the start point of the vertical plan baseline and coordinates of this point.
Vert. Plane->Input Pt.1: Pt.2: A POINT1 POINT2 KNOWN ENT MEAS （1） [ESC] [ENT] Vert. Plane->Result1/2 125.607 m Length: 99.872 m VD: 97°55′16″ HR: 56°13′44″ VZ: * [ENT] record [DSP] [DSP] Vert. Plane->Result 2/2 N: 123.226 m Z: 16.786 m E: 213.442 m Z: * [ENT] record （page-1） （page-2） （2） 2) Input the two points for defining the vertical plane, and after retrieving or measuring the coordinates of the two points, press [ENT] to enter the interface of “Vert.
◆ Target （X,Y,Z） P3(X3,Y3,Z3) { Le ng th ◆ { P2 (X2,Y2,Z2) ◆ ◆ V in erti te ca rv l al vertical plan baseline and coordinates of this point. P1(X1,Y1,Z1) Station 1) Press the key [7] directly or press [ENT] after moving the cursor to “Bevel->Input pt.，as shown in picture (1)”; Bevel->Input pt. A POINT1 Pt.1: Pt.2: POINT2 Pt.3: POINT3 MEAS KNOWN ENT （1） [ESC] [ENT] Bevel ->Result 1/2 12.104 m Length: 49.
calculated in the interface of “Bevel->Result”; 4) Pressing the key [DSP] to switch to check the result data on the two pages; 5) Press [ENT] to enter the interface of “Rec. data”, you can record the measured data; 6) Press [ESC] to return to the interface of “Bevel ->Input”. 8.7 Area & Girth This function is used to calculate the area and perimeter of the plane figure which is enclosed by the measured or input points.
6) In the interface (1), press [ESC] to return to the previous point; 7) In the interface (2), press [QUIT] to return to the program menu.
9. Offset These functions are help for coordinate measurement and can get the coordinates of points which the prism can’t be access to. You should prepare to station, orientate, and input instrument height firstly. In the basic interface, press [9] to enter the menu of offset as shown below: △ ----Offset---2.Offset /Angle 3.Offset/2D 4.Offset/HD 5.Offset/Column 6.Offset/SD △ △ △ △ ----Offset---1.Offset/Dist 2.Offset /Angle 3.Offset/2D 4.Offset/HD 5.Offset/Column 9.
interface of “Offset/Dist ->Meas Pt”，as shown in picture (1); Offset/Dist->Meas Pt HR: 35°34′17″ VZ: 69°42′11″ SD: 213.983 m *[HOT] to set T.H MSR1 MSR2 （1） [MSR] [ESC] 2) Offset/Dist->Input L/R: F/B: U/D: *R/F/U：+ *L/B/D：（2） 1 m m m If you want to change the target height, press the key [▪]; 3) Aim at the measured point and press [MSR1] or [MSR2] to start measuring.
9.2 Angle offset Mode This mode is specifically useful when setting up prism difficulty. The mode is specifically useful when setting up prism difficultly, e.g. in the center of a tree. Set up the prism at the point ‘P’ which is the same horizontal distance away from the instrument .The diagram for angle offset is as followed.
Offset/Angle->Meas P HR: 35°34′17″ VZ: 69°42′11″ SD: 213.443 m *[HOT] to set T.H MSR1 MSR2 （1） [MSR] [ESC] Offset/Angle->Result1/2 37°22′45″ HR: 70°33′26″ VZ: 209.456 m SD: *[ENT] record ESC DSP ENT [DSP] [DSP] Offset/Angle->Result2/2 205.577 m N: E: 409.286 m 16.678 m Z: *[ENT] record ESC DSP ENT （2） 2) Pressing [▪] can enter the interface to change the target height; 3) Aim at the measured point and press [MSR1] or [MSR2] to start measuring.
Target height Target height Measured point 1P1 Measured point 2P2 Target point TGT Instrument center Station 1) In the offset menu, press [3] or press [ENT] after moving the cursor to “Offset/2D” to enter the interface of “Offset/2D->Pt.1” ,as shown in picture (1); Offset /2D->Pt.1 35°34′17″ HR: 69°42′11″ VZ: m SD: *Take 1st MSR1 MSR2 [MSR] 【ESC】 Offset /2D->Pt.2 HR: 36°34′17″ VZ: 69°43′11″ m SD: *Take 2st MSR1 MSR2 （1） （2） [MSR] [ESC] Offset /2D->Input P1-P2: 3.
4) 5) measuring, enter the interface as shown in picture (3); [Notice*] p1-p2: The measured horizontal distance from point 1 to point 2. P2-TGT: The horizontal distance from point 2 to target point. After input the offset distance from measured point 2 to target point, enter the interface of recording data. [Notice*] if the direction “P1->P2” and “p2->TGT” is same, the value is positive or negative; Press [ESC] to return to the previous interface; 9.
Offset/HD 1 HR: 35°34′17″ VZ: 69°42′11″ m HD: *[ENT] after aim 2) Aim at the target point, and press [ENT] after input the horizontal distance to enter the interface of recording data to record the target point data; 3) Press [ESC] to enter the interface of “Offset” menu. 9.5 Column Offset Mode This function is for measuring the coordinates of column center and column radius. Firstly, you should measure the azimuth angle and coordinate of ‘P1’ on the cylinder under this mode.
1) In the offset menu, press [5] or [ENT] after moving the cursor to “Offset/Column” to enter the interface of “Offset/Column->Prism” ,as shown in picture (1); 1) Aim at the prism, and press [MSR1] and [MSR2] to start measuring .
Offset/Column->Prism HR: 46°37′25″ VZ: 82°11′24″ SD: m *[HOT] to set H.T MSR1 MSR2 （1） [MSR] [ESC] [ESC] Offset/Column->Edge2 HR: 47°26′11″ VZ: 82°11′22″ [ENT] *Calc or aim egde2 CALC EDGE2 [CALC]/ [EDGE2] [ESC] [ENT] Offset/Column->Edge2 HR: 43°52′10″ VZ: 82°11′22″ *[ENT] after aim （4） [ESC] Offset/Column->Result N: 132.345 E: 34.113 25.563 Z: 3.644 Radius: *[ENT] to save （5） 1 Input offset HR: 46°37′25″ VZ: 82°11′24″ SD: 134.663 m +SD: 0.260 m ENT （2） （3） m m m m 9.
+SD Target height Target point 1) In the offset menu, press [6] or [ENT] after moving the cursor to “Offset/SD” to enter the interface of “Offset/SD->Meas” ,as shown in picture (1); Offset /SD->Meas HR: 47°26′11″ VZ: 82°11′22″ m SD: *[HOT] to set T.H. MSR1 MSR2 （1） [MSR] [ESC] 1 Offset /SD->Input HR: 47°26′11″ VZ: 82°11′22″ 134.663 m SD: 0.260 m +SD: *[ENT] record （2） 2) Aim at the prism, and press [MSR1] and [MSR2] to start measuring.
10. Data management. This function is used to manage the measured data、code data and you can view ,select, delete and edit the data. In the basic interface, press [6] to enter the interface of data menu, as shown below: ----Data----1.View file data 2.View known coord. 3.Input coord. 4.Code manager 5.Clear code 10.1 View file data This function is to view the data of file selected, and operate the data.
BK: the data of stationing by backsight angle. SA: angle data SS: measured data MP:The input data of coordinate CO:Comment data 3) Pressing [▲] or [▼] can move the cursor. When moving the cursor to last line, press [▼] to turn to the next page. When the moving the cursor to the first line,press [▲] to turn to the previous page; 4) Pressing [◄] or [►] can turn the page up or down; 5) Press [ENT] to view the information of data where the current cursor to.
6) Press [SRH.] to enter the interface of “Input filters”, as shown below: 1 Match ▲ Type: ▲ Input filters Pt.N: 7) 8) 9) 10) ① When the “Type” is “Match”, you need to input the point name with matching the selected point name. After searching, return to the data list with the cursor to current searched point; ② You can press to [▲] or [▼] to move the cursor to “Type” to select “Fuzzy” , and if the result selected is more than one piece , a point list will appears for you to select . Press [DEL.
coordinate file, and the name is “PCOOR.COR”, which stores the known coordinate data. This function is used to view the known coordinate data and operate the data. 1) In the data management menu ,press [2] or press [ENT] after moving the cursor to “View known coord.”,as shown below: Known list 1/1 MP,100 MP,200 MP,201 MP,202 SRH. DEL. ADD CLR. 2) Specific operation refers to chapter 10.1 and without edit function; 3) Press [CLR.] with a prompt “Clear?.
3) When the cursor to the “Code” input box, the [LIST] button will appear and you can retrieve code; 4) Press [ESC] to return to data manager menu. 10.4 Code manager In the instrument memory, there is a fixed known code file, whose name is “CODELIST.LST” to store code data. 1) In the data menu ,press [4] or press [ENT] after moving the cursor to “Code manager ” to enter the interface of “Code”, as shown below: Code 1/1 BTT GENGLE TREE SRH.
10.5 Clear code This function is for clearing the data in code file. In the data management menu, press [5] or press [ENT] after moving the cursor to “Clear code”, then a prompt appears “Clear?” to make sure whether you want to clear code .If you want to clear code ,just press [ENT],after clearing the code, return to data manage menu, if not return to the data management directly.
11 Menu 11.1 File manager There are some different file types in the instrument memory. .DAT: Working data file PCOOR.COR: Known coordinate file CODELIST.LST: Code file .LSH: Horizontal alignment file .LSV: Vertical alignment file Among them, .working data file, alignment file can exit multiple, but others can exit as a single and fixed file. File manager is used to manage the working data file.
File manager 130606-1 130606-2 130606-3 ★A:130606-1 △A:130606-1 LIST P2↓ NEW JOB [P2↓] [P1↑] File manager 130606-1 130606-2 130606-3 ★A:130606-1 △A:130606-1 DEL. INFO FORMAT P1↑ （2） 2) The files in the selected disk will be list on the display ,and you can press [▲] or [▼] to move the cursor to select file; [Notice*]: The display which behind“★” is the file name of current working file in the selected disk .
(the current file can’t be deleted),if press [ESC],then return to file manager interface directly; 8) Pressing [INFO] can view the selected information, and press [ENT] or [ESC] to return to the file manager interface; 9) Press [FORMAT] with a prompt “Erase all data, continue?” appearing (you must be very careful),if you press [ENT],then the flash disk will be erased and the other data will be cleared except system parameters; 10) Press [ESC] or [ENT] to return to menu interface. 11.
HR Zenith 1″ ON ▲ ▲ ▲ ▲ HA: VA: Res.: H Beep: ▲ ▲ ▲ ▲ Angle setting 2) After set one parameter ,press [ENT] or [▼] to move the cursor down and you can also press [▲] to move the cursor up; 3) Pressing [◄] or [►] can change the potion of option box; 4) After complete to set the last one, press [ENT] to save the settings and return to the previous interface. 5) HA: horizontal angle, there are two options “HR” and “HL”; 6) VA: Vertical angle, you can select “Zenith”, “HA 0”, “Elev”, “Slope”; 7) Res.
▲ ▲ ▲ ▲ ▲ ▲ Dist. setting Scale: 1.000000 T-P adj: ON Sea: OFF C&R adj: 0.14 2) Scale: to input scale, the range is 0.99~1.10.if the scale beyond the range, the other value can be ignored; 3) T-P adj: you can select “ON” or [OFF]; 4) Sea: you can select “ON” or “OFF”; 5) C&R adj: you can select “OFF”, “0.14” or “0.2”; [Notice *] T-P adj: the correction of temperature and atmospheric Sea:the correction of Earth Curvature. C&R adj: The Correction of the Atmospheric refraction and the Earth Curvature. 11.2.
4) Dsp: Display. You can select “Normal”, “Slow”, “[ENT]”,or “FAST”. This parameter can control the automatic display of the retrieving dialog box . 11.2.4 Unit setting 1) In the setting menu, press [4] or pres [ENT] after moving the cursor to “Unit” to enter the interface of “Unit setting”,as shown in picture below: 2) 3) 4) 5) DMS m ℃ hPa ▲ ▲ ▲ ▲ Angle: Dist: Temp.: Press: ▲ ▲ ▲ ▲ Unit setting Angle : you can select “DMS”, “GON”,or “MIL”; Dist.:Distance.you can select “m”, “US-Ft” or “I-Ft”; Temp.
selected; 3) Cable: there are “2400”, “4800”, “9600”, “19200”, “38400”, “57600”, “115200”. 11.2.6 Other settings 1) In the settings menu, press [6] or press [ENT] after moving the cursor to “Others” to enter the interface of “Others”, as shown in picture below: Others 1 ▲ ▲ 1000 ON Never ▲ ▲ S-O Pt.N: Pt.N Check: Poweroff: 2) S-O Pt.N: used for “S-O coord.”.
and shut down it automatically; 3) If press [ENT], return to the setting interface. 11.2.8 Upgrade 1) This function is for you to upgrade the software of the instrument. In the setting menu, press [8] or press [ENT] after moving the cursor to “Upgrade” to enter the interface as shown in picture below: Software upgrade PIN: ENT 2) Input “PIN” (82543), then press [ENT] with the instrument shutdown; 3) Connect the instrument to the computer through serial port connector.
4) Press power button on the instrument. The page of hyper terminal is as followed; Note: you must be specifically cautious when updating. As soon as you choose to update, the instrument will enter updating mode. If pressing key ‘3’ under the page shown below, the previous program may be resumed. 5) Press key ‘1’ on the keyboard. The instrument enters waiting state for sending programs.
6) Select the new version of total station software and click ‘ Send ’ on the computer; 7) Then the computer displays the process of sending. After finishing updating, display the operation menu again .You can press [5] to update boot image and press [6] to update language; 8) After update program, boot image, language, press [3] to end the update and press power button to turn on the instrument to run the updated program. 11.3 Data management See the Chapter 10.
11.4 Import and Export Not only most of the data in the instrument are needed to be exported to computer to be processed, but also some edited date are needed to be imported to instrument to be used quickly。 In the menu interface, press [4] or press [ENT] after moving the cursor to “Import/Export” to enter the interface of “Import/Export” ,as shown in picture below: ----Import/Export---1.Export=>Port 2.Export=>UDisk 3.Import coord<=Port 4.Import coord<=UDisk 5.Import code<=Port 6.
3) Press [FILE] to enter the interface of “Select disk” .after select disk, enter the interface of “Select file”,as shown in picture below. After selecting the file , press [ENT] to return to the interface of “Export data” and refresh the “File”; Select file PCOOR .COR JOB2 .DAT JOB3 .DAT JOB4 .DAT 5 .DAT △ △ 4) After connecting PC, press ‘ Recieve ’ on the transport software from PC, and press [EXPORT] to start export data with the display of “Number” refreshed.
2) The “Dest.”meas destination file whose name must be in accordance with the selected file, whose extension is “.TXT”; 3) Pressing [FILE] can reselect the file which will to be exported.Here can only select the file in instrument internal; 4) Press [EXPORT] to start to export data. In the processing of the exporting, the number is refreshing constantly until finishing the exporting. The exported file needs to be opened and proceed in the transport software. 5) Press [ESC] to return to “Import/Export” menu.
4) After connecting PC,press ‘ Send ’ on the transport software from PC,and press [IMPORT] to start import data with the display of “Number” refreshed. A prompt will appears when finishing importing; 5) Press [ESC] to return to “Import/Export” menu. 11.4.4 Import coordinate from U disk This function can import the data completed according to the request coordinate format in U disk to work files and known coordinate files.
3) Pressing [FILE] can reselect the file which will to be exported.Here can only select the file in instrument internal; 4) Press [IMPORT] to start to export data. In the processing of the importing, the number is refreshing constantly until finishing the importing; 5) Press [ESC] to return to “Import/Export” menu. 11.4.5 Import code from PC You can import the coordinate date from PC to the working file or known coordinate data by transport software and transport line.
11.4.6 Import code from U disk This function can import the code data completed according to the request code format in U disk to code files in the instrument. 1) In the “Import/Export” menu, press [6] or press [ENT] after moving the cursor to “Import code<=UDisk” to enter the interface of “Import” (you must insert the U disk first or you will not allowed to enter the next interface) as shown in picture below, the default file name is the current code file name; Import Src: File: Number: CODELIST.
Info USB connected ENT On the computer, the instrument is identified as a U disk and you can copy the files; [Notice *]: The file “eepromd.sys” is system parameter file, which can be cut; After copy the work file and coordinate file, you can open them by transport software directly. After ending the connecting, unplug the Mini USB cable, then press [ENT] to running the program continually. 11.5 User key definition Our instrument has been equipped with two user key, which are the key [1] and [2].
Prog. [Menu] Project Arc MLM(AB-AC) MLM(AB-BC) REM Vert. plane Bevel Area & Per. Road D & S-D ●Temp. & Press ●Import & Export ●None Here, for example, defining user key [1]: 1) In the interface of “Menu”, press [5] or press [ENT] after moving the interface of “User key” to enter the interface of defining user key; ----User key---1. User keys 1 2. User keys 2 2) Press [1] or [ENT] after moving the cursor to “1.
4) When the cursor is moved to “Offset->” or “Program->”, you can press [ENT], then a prompt of sub-functions will appear and display, as shown in picture below; User keys 1 Offset File Manager Menu BS reset. Dist Offset-> Angle Program-> 2D Temp. & Press User keys 1Prog./Opti File Manager Proj.[Menu] BS reset. Project Offset-> Arc Program-> MLM(AB-AC Temp. & Press 5) Press [ENT] to select the function to define the user key and return to the User keys menu. 11.
----Calibrate---1. Adjust I.E Info 2. Input INS. const. TakeXpositive 3. Adjust 4.
3) 4) The value of multiplication constant (Mul C) is zero. The two settings will affect the measured data. Press [Save] to save the setting of instrument constants and return to the “Calibration” menu; Press [ESC] to return to the “Calibration” interface. 11.6.
6) 7) Adjust the screw C to aim at the target precisely and press [ENT] to confirm after a stable readout appears; Set the vertical angle as V1+3′with the help of the vertical tangent screw. Adjust the screw C to aim at the target precisely and press [ENT] to confirm after a stable readout appears; After completed the operations, the result will be displayed, as shown in picture below, you can press [ENT] to save the result and return to “Calibrate” menu.
Date & Time Date: 2013 Time: 08 : 1 12 18 : 25 16 Save 2) After each input data, press [ENT] or[▼] to moving the cursor down, and you can also move it up; [Notice*]: The input value of time and date must be effective. 3) After inputting, press [Save] to set the input data as the current date and time, then return to menu interface; 4) Press [ESC] to cancel calibration and return to menu interface.
12 Roadway This function is used to manage the road file, input road data, stake out road, etc. In the basic interface, press [4] to enter the “program” menu, then press [9] to enter the interface of “Road ” menu,as shown in picture below: ----Road----1. Road file manager 2. HC list 3. VC list 4. S-O road △ 12.1 Road file manager There are two type road file,which are horizontal alignment file and vertical alignment file. Every road implicitly exists with the same name of two types of files.
After input the file name , pressing [ENT] can create two new file with same name ; 4) Press [DEL] , then a prompt “Delete?” appears ,and you can press [ENT] to delete the selected (the opened file can’t be deleted) or press [ENT] to return back directly; 5) Press [CLOSE] to cancel the current opened file name , the “Opened” displays nothing; 6) Press [ESC] to return to the road menu. 12.2 Horizontal alignment file This function is to manage the current the horizontal line date.
interface of the input of intersection method, seen the chapter 12.2.2. If press the other keys, you can enter the input of data input; Define(H) Pile: AZ: STR Define(H)-Begin Pile: N: E: 0.000 0°00′00″ ARC TRNS PT 1 ENT [Notice*] Pile: the mileage of the end point of the current road line. AZ: the azimuth of the end point of the current road line. 2) In the case of no road data, press [STR] to enter the interface of “Define(H)-Begin” ,as shown in above(right) .
Define(H)-Spiral 1 01ST : 0.000 02STR : 0.000 03TRNS : 200.000 04ARC : 500.000 05TRNS : 950.000 SAVE DEL. ADD Radius: Length: ENT VIEW 6) After input the data, press [ENT] or [ESC] to return to horizontal alignment list interface, as shown above (right). The left side of list is line type, and the right side of the list is mileage. The radius is of the end point; 7) Press [ADD] to enter the interface of “Define (H)” , you can continue to add data; 8) Press [DEL.
12.2.2 The intersection method The schematic diagram of this method is as shown below (Left), and the input interface is as shown below (right). The “Piont PT” is the intersection of road. The “点 X” corresponds to the input intersection number. Piont PT Para A1 Para A2 Radius R Former point Next piont N:(Pt1) E: Radius: A1: A2: 1 ENT The system will not accept negative Para. A1, Para. A2 nor Radius.
(right); 3) Each intersection has been input, pressing [ENT] will enter the interface of the input of the next intersection. If the input is completed, press [ESC] to enter the interface of data list,as shown below, the left is line type, and the right is northing coordinate data; 01ST : 02PT : 03PT : 0.000 2568.784 3659.254 SAVE DEL. ADD VIEW 4) The other operations are same as them of element method. 12.
vertical alignment list, as shown below (left); Define(V)-Begin Pile: Elv.: Length: SAVE DEL. ADD VIEW 1 ENT 2) If there is no vertical alignment data, press [ADD] to enter the interface of “Define (V)-Begin”. After the input, press [ENT] to continue inputting the vertical alignment data, and the title of the interface is changed “Define (V)-XX”.
Midcourt line Left deviation Right deviation Altitude difference(-) Left deviation Right deviation 510 Mileage increment 520 Mileage 530 Midcourt line 1) 2) Before you stake out roadway, please confirm whether you have been stationed, if not, you should enter the station interface to station; In the road menu, press [4] or press [ENT] after moving the cursor to “S-O road” to enter the interface “Parameter 1/2” ,as show below(left); Parameter 1/2 Parameter 2/2 1 Start: Space: ENT 3) 4) 1 L-dis
Roadway-Center Pile: 0.000 Offset: 0.000 VD: 0.000 T.H: 0.000 EDIT CALC 5) 6) 7) 8) Pressing [▼] can increase the pile according to the space.
13. Adjustments and Corrections The instrument is under strict test and calibration, the quality is accord with the standard demand. But after a long-distance transportation and environment change, the small change of instrument parameter is inevitable. Therefore, the new purchased instruments should be checked and calibrated before surveying to ensure the precision. 13.1 Tubular Level Check See reference in using tubular level to level the instrument precisely. Calibration 1.
bubble also in center, so there is no need to calibrate. Calibration If the bubbles is not in the center, use the correction needle or six angle wrench to adjust the correction screw which under the bubble to make the bubble to the center. For calibration, you shall first loosen the calibration screw (1 or 2) which opposite to the direction of the bubble offset, then tighten the other correction screw in the offset direction to make the bubble in the center.
Calibration 1. First, take down the reticle cover between telescope eyepiece and focusing hand-wheel, and you can see four fixed screw of the reticle bed (sees attached figure); 2. Unscrew the three fixed screw evenly with screwdriver, rotate the reticle around collimation axis, to make A point on the vertical line of the reticle; 3. Tighten the screw evenly, test the calibration results with the above methods; 4. Cover the reticle. Fixing screw Eyepiece 13.
and vertical brake hand-wheel and read the horizontal angle; e.g. HA (R)=190°13′40″ 4. If 2C=L-(R±180°)=-30″≥±20″, the instrument need to be calibrated. Calibration 1.Use the horizontal slow motion knob to adjust the horizontal angle to the right reading which has eliminated the C. R + C = 190°13 '40 "-15 "= 190°13' 25"; 2.Take down the reticle bed cover between the telescope eyepiece and focusing hand-wheel, adjust the calibration screw of the crosshair on the left and right.
Checkout 1. After Setting up and leveling the instrument, make the direction of the telescope consistent with the line between the center of the instrument and any of the foot screw; 2. The vertical plate index change to zero after switching on Tighten the vertical brake hand-wheel and the instrument display the current telescope vertical Angle; 3.
13.6 Vertical index error (angle i) and set vertical index 0 Please first adjust finely the reticule of the telescope and the compensator before calibrating and checking index error. Check 1. Turn on the instrument after placing and leveling it, and focus the telescope on a clear goals .A to get the face left reading of vertical Angle L; 2. Turn the telescope around and aim at the same target A and get the face right reading of vertical Angle R; 3.
optical plummet) or press key[★] to switch on laser plummet, move the white paper to make the cross in the center in the field of view (or laser flare); 3. Turn the feet screw, make the center mark of the plummet coincide with the cross center; 4. Rotate alidade, every turn of 90°, observe the contact ratio of the optical plummet and cross center; 5. When rotate the alidade, the center of the optical plummet always coincide with the cross center, there is no need to calibrate.
5. Repeat step 4, check and calibrate until it meet the requirements; 6. With the laser plummet, unbolt the laser cover, using 1 # hex wrench to adjust the three screws, fasten one side and loosen the other side, and adjust the laser flare to point O; 7. Put the cover back in place. 13.8 Addictive constant (K) The instrument constant is inspected when it out, and correct it inside the machine, make K = 0.
constant K value. Such as: the K has been measured as ‘-5’ according to the method above, and the original instrument constant is ‘-20’, so the new value should be set as ‘-20-(5) =-15’; Input ‘-15’ through "menu-> 6->2" and then confirm. Use the vertical line of the reticle to orientate, make A, B and C at the same line accurately. There must be a clear mark for point B on the ground to focus.
13.10 Non-prism ranging The red laser beam is coaxial with the telescope, used for no prism ranging, and it is sent by telescope. If the instrument has been calibrated, red laser beams will coincide with the line of sight. The external influence such as the vibration, the larger temperature change and other factors may make laser beam and viewing not overlap. Before precise ranging, you should check whether the direction of the laser beam is coaxial. Otherwise, it could lead to inaccuracy.
14. Technical parameters Serial HTS-360R Angle measurement (Hz, V) Method Absolute encoder Reading head Diameter Accuracy 2″ Telescope Image Positive Magnification 30x Field of view 1°30′ Min. target distance 1.2m Resolution 4″ The tube length 130mm Compensator Photoelectric integrated dual System axis compensator ±3′ Working range Distance measurement (IR) Non-prism mode1 600m Single prism mode 3000m Time for a Precision 0.8s measurement Tracking 0.
Bluetooth；USB；Mini-USB port Operation 3.2 -inch , 192*96 pixels Display highlight LED display，3 class, adjustable brightness Keyboard Numeric keyboard Laser plummet Type Accuracy Laser point, brightness adjustable in steps，4 class 1 mm (1.5m instrument height) Environmental conditions Temperature range (operation) -20℃~﹢50℃ Temperature range (storage) -25℃~﹢70℃ Splash and dust proof (IEC 60529) IP66 Weight Weight of instrument without 3.
enterprise standard Q / 320507 ATS HGR01-2010 type total station" 125
Appendix A File format introduction (Sunway) These following examples to instruct exported file format STA ST001,1.205,AD XYZ 100.000,100.000,10.000 BKB BS001,45.2526,50.0000 BS BS001,1.800 HVD 98.2354,90.2314,10.235 SC A1,1.800,CODE1 NEZ 104.662,99.567,10.214 SD A2,1.800,CODE1 HVD 78.3628,92.4612,4.751 SA A3,1.800,CODE1 HV 63.2349,89.
ENZ refers that the following data are coordinates with the order “ENZ” HVD refers that the following data are horizontal Angle and vertical Angle and slope distance HV refers that the following data are horizontal Angle and vertical Angle 127
