Sanding STS-752RC User Manual Download Page 79

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Set the 2

base point and its prism height

with the methods above.

【

Baseline Define

】

1/3

▼

Meas. Second Pt!

Point1

Point2

R.HT

1.000 m

----.--- m

Ⅰ

----.--- m Mem.

All

LIST

↓

Then a Base Line is defined.

【

Ref. Line Define

】

Baseline Shifts!

△

1.369 m

Offset

0.000 m

Line

0.000 m

H/Z

0.000 m

Rotate

0°00

′

″

NewBL

MEAS

STAKE

0SET

5.11.1.2 Reference Line

In the process of using base line, the base line can be offset longitudinally,

parallel and vertically or rotated. This new line is called the reference line. All

measured data refers to the reference line.

Summary of Contents for STS-752RC

Page 1: ......

Page 2: ...AND STORE OF INSTRUMENT 12 2 2 INSTRUMENT SETUP 12 2 3 BATTERY POWER REMAINING DISPLAY 14 2 4 REFLECTOR PRISMS 15 2 5 MOUNTING AND DISMOUNTING INSTRUMENT FROM TRIBRACH 16 2 6 EYEPIECE ADJUSTMENT AND...

Page 3: ...5 PROGRAMS 42 5 1 SETTING JOB 42 5 2 SETTING STATION 43 5 3 SETTING ORIENTATION 44 5 4 SURVEYING 48 5 5 STAKING OUT 49 5 6 FREE STATION 57 5 7 COGO 60 5 8 TIE DISTANCE 70 5 9 AREA MEASUREMENT PLANE 73...

Page 4: ...2 10 5 VERTICAL INDEX DIFFERENCE COMPENSATION 134 10 6 VERTICAL INDEX DIFFERENCE I ANGLE SETTING VERTICAL INDEX 0 135 10 7 TRANSVERSE AXIS ERROR COMPENSATION ADJUSTMENT 136 10 8 OPTICAL PLUMMET 137 10...

Page 5: ...mbled Absolute Encoding Disk enables the user to start measurement directly after switching on the instrument Even if the user changes the battery during operation the azimuth data will not be deleted...

Page 6: ...inum tripod 8 Clean exposed optical parts with degreased cotton or lens tissue only 9 Clean the instrument surface with a woolen cloth If it gets wet dry it immediately 10 Before working check the pow...

Page 7: ...veling a Only specialists who are trained related course and authenticated are allowed to install adjust and operate this kind of laser instrument b Stand related warning symbols in the scale of use c...

Page 8: ...lock 3 eyepiece 11 laser plummet optical plummet 4 telescope focusing knob 12 leveling screw 5 collimator 13 plate vial 6 Ni H rechargeable battery 14 vertical tangent screw 7 horizontal tangent screw...

Page 9: ...R HT 1 000 m HZ 0 00 00 V 90 00 00 m Mem m ALL DIST RECORD 1 3 KEYPAD 1 Focus Actively measured field 2 Symbols 3 Fixed keys Keys with firmly assigned functions 4 Alphanumeric keys STS 750RC SD20125 V...

Page 10: ...sfer System Information PAGE Page key Turn to next page if several pages are available ESC Quit a dialog or the edit mode without saving the changes Return to an upper menu ENT Confirm an input and co...

Page 11: ...indicates a particular operating status depending on different software versions Key Meaning A double arrow indicates choice fields Using the navigation keys the desired parameter can be selected Qui...

Page 12: ...11 1 8 MENU TREE Menu F1 F4 Confirms the selected menu Press PAGE to view the next page...

Page 13: ...pod to a suitable length make the tripod head approximately parallel to the ground and tighten the screws Make the centre of the tripod and the occupied point approximately on the same plumb line Step...

Page 14: ...ons b Center by using the optical plummet 1 Set tripod Lift tripod to suitable height ensure equal length of three legs spread and make tripod head parallel to the ground and place it right above the...

Page 15: ...t Then tighten the central connecting screw and level the instrument precisely again Repeat this operation till the instrument collimate precisely to the measurement station point 2 3 BATTERY POWER RE...

Page 16: ...the battery at a temperature from 0 to 45 C Recharging may be abnormal beyond the specified temperature range When the indicator lamp does not flash after connecting the battery and charger either th...

Page 17: ...LLIMATING OBJECT Method of Collimating Object Sight the telescope to bright place and rotate the eyepiece tube until you can see the reticle clearly Collimate the target point with top of the triangle...

Page 18: ...ed The decimal place is skipped All keys can be entered into screen Use navigation key to move the cursor Use navigation key to delete the relevant character 2 8 POINTSEARCH Pointsearch is a comprehen...

Page 19: ...ut the coordinates Coordinate Input Job A DEFAULT PTS PtID 01 X N 0 226 m Y R 0 020 m H Z 20 546 m BACK SAVE If the point doesn t exist in the current job then after pressing ENT it will display anoth...

Page 20: ...All points of any length starting with A are found e g A8 A71 ABDE 1 All points of any length with a 1 as the second character are found e g W1 F15 A1R A 1 All points of any length with an A as the f...

Page 21: ...6 m Mem 1 254 m All DIST RECORD F1 F4 Calling up the assigned functions 3 2 EDM SETTINGS 3 2 1 Setting EDM Mode Reflector Modes and Prism Constant The measurement modes available are Fine r Tracking F...

Page 22: ...er CANCEL OK 3 2 2 Setting Atmospheric Data Refraction modules The instrument will automatically correct the effect of atmosphere refraction and the earth curvature when calculating the horizontal dis...

Page 23: ...heric correction parameters Temperature Air temperature at instrument location Pressure Air pressure at instrument location Atmos PPM Calculated and indicated atmospheric PPM The calculating formula f...

Page 24: ...ulated according to the temperature and pressure value entered 3 2 3 Grid Factor In coordinate calculation use horizontal distance to multiply scale factor Calculation Formula 1 HEIGHT FACTOR ELEV R R...

Page 25: ...tion displays the intensity of returned light signal signal intensity being received by the total station step length 1 Once reflected light from the prism is received the total station will make beep...

Page 26: ...e routine survey is divided into four pages of menu including all routine measurement functions such as angle measurement distance measurement and coordinate measurement which are shown as the picture...

Page 27: ...SET Hz Settings HZ 34 40 09 0SET SET 3 3 2 Setting the Instrument Height and Prism Height After setting the relative coordinate of the occupied point according to origin point the instrument automatic...

Page 28: ...aftermath Or press DIST to measure first and press RECORD to save the results Measure 1 4 PtID A1 R HT 1 000m HZ 00 00 00 V 90 00 00 m Mem m All DIST RECORD After the measuring the point name will aut...

Page 29: ...simple coding 1 Move the cursor to the Code column 2 Input coding name 3 Press All to start distance measure and record the code and measurement result together Press Code to search the code entered...

Page 30: ...Code name DESC Additional remark Info1 Editable information including more content Info8 Lines If the code is existed in the storage it can be edited Here the edited data cannot be kept in the storag...

Page 31: ...rder in which the codes were entered in the code list e g 01 first code in the code list 10 tenth code in the code list About the coding format please refer to appendix A STEPS DISPLAY Turn the page o...

Page 32: ...ation STS 750 Series compensates the vertical angle reading due to inclination of the vertical axis in the X directions Tilt Adjust BACK When the instrument is placed on an unstable stage or in a wind...

Page 33: ...dity duration of this function all offsets reset to 0m after recording or permanent activating this function Press OK after the settings Target Offset Input Offset T_Offset 0 000 m L_Offset 0 000 m H_...

Page 34: ...FF Configuration of the trigger key MEAS on the keyboard OFF Trigger key deactivated All Trigger key with same function as the All key Dis Trigger key with same function as the Dist key User Key Track...

Page 35: ...Beep switched on OFF Beep switched off HZ Right Ang Left Ang Hz Increment Direction Right Ang Set right Hz for clockwise direction measurement Left Ang Set left Hz for Counter clockwise direction meas...

Page 36: ...ess Unit hPa mbar mmHg inHg hPa Hecto Pascal mbar Milliba mmHg Millimeter mercury column inHg Inch mercury column Code Rec Save before Save after Sets if the code block is saved before or after the me...

Page 37: ...strument height Height Transfer StnPt OCC1 Ins HT 2 000 m Y0 E0 100 000 m X0 N0 100 000 m H0 10 000 m BACK OK Call up a existed point by pressing LIST or SEARCH in the function key bar If the point do...

Page 38: ...nown point or new added point in both Face and Face You can measure maximum 5 points Height Transfer Select Target Meas PtID R HT 1 500 M H Z m m Mem EHN INS HT VIEW You can measure maximum 5 points H...

Page 39: ...0 00 V 87 40 00 m Mem All DIST RECORD ROD ED Press ROD ED Input the rod length distance between R1 and R2 and the measure tolerance Meas Tol is the limit for difference between the given and measured...

Page 40: ...SH REMEAS If the result is over the tolerance press ACCEPT to accept the difference Or press REMEAS to measure again Hidden Point Over Limit 0 010 m Diff 0 185 m ACCEPT REMEAS 4 7 FREE CODING Starts C...

Page 41: ...ie 1 2 AZ 186 28 36 Grade 9 0 4 298 m 4 316 m 0 396 m OK Check Tie 2 2 AZ 186 28 36 Grade 9 0 X N 0 466 m Y N 4 273 m H 0 396 m OK 4 9 EDM TRACKING Switches on or off the tracking measurement mode The...

Page 42: ...ument is switched off 4 10 LIGHT ON OFF Switches display light on off 4 11 LASER POINTER ON Switches the visible laser pointer on It will be switched off after 60 seconds automatically 4 12 RETICLE IL...

Page 43: ...individual start up programs on the subsequent pages 5 1 SETTING JOB All data is saved in JOBS like directories Jobs contain measurement data of different types e g measurements codes fixed points st...

Page 44: ...b Job SANDING Name Date 2012 03 01 Time 14 40 40 Note1 Note2 OK Or select an existing job as the current job Press ENT View Job DEFAULT RAW 1 82KB 02 03 SANDING RAW 1 26KB 02 04 Attr PrevPG NextPG 5 2...

Page 45: ...ion Input INS HT INS Ht 2 000m PtID OK 5 3 SETTING ORIENTATION With the orientation Hz direction can be input manually or set by points with known coordinates can be set 5 3 1 Manually Inputting STEPS...

Page 46: ...turn to the highest level Setting Meas F1 Setting Job 1 F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 F1 F2 F3 F4 5 3 2 With Coordinates A target with known coordinates can also be used to dete...

Page 47: ...es If necessary input the reflector height before entering the BsPt Known Pt Input BsPt BsPt BS1 R HT 1 860 m LIST ENH Collimate the backsight point and press All or DIST RECORD to trigger the measure...

Page 48: ...n set Orientation Result Nopts 5 Station 1 HzCor 172 22 57 St Dev 0 00 20 RESID OK Or press RESID to show the residuals Orientation Residuals BsPt BS1 Hz 0 00 02 0 005 m 0 003 m BACK 1 Actual measurem...

Page 49: ...sition the last valid measurement is used for the computation If no orientation was set and an application was started and if in Measure All or REC was triggered then the current HZ direction and V an...

Page 50: ...previous measurement 5 4 2 Coding Three Coding Methods are available 1 Simple Coding remark Input a code into the relevant field This text is stored with the corresponding measurement with All The co...

Page 51: ...on and orientation presses F4 to start to stake out Stake Out 1 3 Find PtID 5 Type Known Hz 85 51 31 2 055 m Mem m All DIST RECORD Input the PtID you want to stake out in the field of Find or search v...

Page 52: ...culation of the stake out elements RECORD Saves the displayed values 5 5 2 Polar Stake Out 1 Actual 2 Point to be staked out Normal indication of polar stake out offsets Hz Angle offset Positive if po...

Page 53: ...1 3 Find PtID 5 Type Known Hz 85 51 31 0 082 m Mem 0 019 m All DIST RECORD Rotate the objective lens to make the Hz at 0 00 00 Then indicate the person who holds the prism to move the prism Move the p...

Page 54: ...nt and stake out point is indicated in a longitudinal and transversal element 1 Actual 2 Point to be staked out LOff Longitudinal offset Positive if the stake out point is further away TOff Transversa...

Page 55: ...rrent position of the prism is the point to stake out H indicates the distance to dig or fill Stake Out 2 3 PtID 6 Type Meas R HT 1 800 m LOff 0 000 m TOff 0 000 m Mem H 0 822 m All DIST RECORD 5 5 4...

Page 56: ...m If Y E value is positive it means the point to stake out is on the right of the current prism Move the prism rightward If Y E value is negative it means the point to stake out is on the left of the...

Page 57: ...l angle to stake out New Point Side Shot Input TGT Pt AZ Dist PtID 50 AZ 26 00 00 10 000 m BACK Collimate the current prism and press DIST to measure The system calculate and display the offsets betwe...

Page 58: ...deviations and residuals for accuracy assessments are provided Measuring Techniques 1 Single face I or II measurements are always applicable 2 There is no specific point sequence or specific face seq...

Page 59: ...tation F1 Setting job 1 F2 Setting limit 2 F4 Start 4 F1 F2 F4 Press F1 to set a job Select the job name or create a new job by press ADD After setting the job press OK The screen returns to upper lev...

Page 60: ...tation Measure PtID 2 R HT 1 500 m HZ 38 26 06 V 20 00 05 m RESULT NextPt All When at least 2 points and 1 side are measured the coordinates of station point can be calculated and displayed Limit Chec...

Page 61: ...compute a final station height Insufficient space in job The present selected job is full and does not allow further storage More points or distances are required There is insufficient data measured t...

Page 62: ...PLAY Press F4 to start COGO And press F1 to select Inverse Traverse And press F1 to start Traverse Traverse PtID 2 AZ H Dist m Offset m MEAS CALC SEARCH There re some ways to set the known PtID Input...

Page 63: ...1 923 m H Z 0 000 m Hz 50 10 50 1 966 m Mem 2 369 m All DIST RECORD EDM Rotate the telescope until the Hz is 00 00 00 Indicate the person to move the prism Hz is positive The prism should be moved rig...

Page 64: ...n P1 and P2 STEPS DISPLAY Press F2 to start Inverse Input 2 known points one as the point to start and the other as the point to end Or you can call up the points from the LIST Inverse From 21 To 22 M...

Page 65: ...F1 to start Bearing Bearing Intersection calculation Enter the PtID of Point1 Input the bearing azimuth from P1 to P3 Input the PtID of Point2 Input the bearing azimuth from P2 to P3 Bearing Bearing I...

Page 66: ...calculation Enter the PtID of Point1 Input the bearing azimuth from P1 to unknown points P3 and P4 Input the PtID of Point2 Input the horizontal distance between P2 and P3 or P4 Bearing Distance Inpu...

Page 67: ...start Distance Distance COGO calculation Enter the PtID of Point1 Input the horizontal distance from P1 to P3 Input the PtID of Point2 Input the horizontal distance between P2 and P3 or P4 Distance Di...

Page 68: ...int STEPS DISPLAY In Intersection menu press F4 to start By Points COGO calculation Input the known PtID from P1 to P4 By Points Input Data Point1 10 Point2 11 Point3 12 Point4 13 MEAS CALC SEARCH Pre...

Page 69: ...Menu press F3 to start Offset COGO Press F1 to start Distance Offset Enter the known PtID of P1 and P2 Input the PtID of the target point P3 Distance Offset Define Baseline Point1 20 Point2 21 Input...

Page 70: ...to start Point Offset Enter the known PtID of P1 and P2 Input the T offset and L offset Point Offset Define Baseline Point1 20 Point2 21 Input TOff LOff Line 12 000 m Offset 20 200 m MEAS CALC SEARCH...

Page 71: ...ne Baseline Point1 20 Point2 22 H Dist 20 000 Select Base Pt BasePt 20 MEAS CALC SEARCH Press CALC to calculate and display the result Press STAKE to start staking out the point Press RECORD to save t...

Page 72: ...m Mem All SEARCH LIST You can set the P1 via following ways 1 Input a PtID and prism height collimate the prism and press All or DIST RECORD on 2 nd page of function key bar 2 Call up a known point b...

Page 73: ...663 m 0 741 m 0 329 m NewPt1 NewPt2 RADIAL Soft keys polygonal method F1 NewPt1 An additional missing line is computed Program starts again at point 1 F2 New Pt2 Point 2 is set as starting point of a...

Page 74: ...to display the azimuth between Point A and Point B Tie Distance 1 2 Point1 1 Point 2 2 Grade 49 6 0 663 m 0 741 m 0 329 m NewPt1 NewPt2 RADIAL Soft keys radial method F1 NewPt1 Determine new central...

Page 75: ...by SEARCH or LIST 3 Input a PtID and press ENH to input the coordinates if the point does not exist Area 1 2 PtID 1 R HT 1 500 m m NoPts 0 Area 0 000 m2 Mem All SEARCH LIST Enter the other points thr...

Page 76: ...is known e g prism height h 1 500m STEPS DISPLAY On Page 2 3 of Programs press F3 to start Remote Height After setting the job station and orientation press F4 to start Input the PtID of Base Point i...

Page 77: ...and press All or DIST RECORD to start measurement Base Point Sight Meas Base Pt BasePt 10 m Mem All DIST RECORD It displays the horizontal distance between the instrument and the prism Base Point Sig...

Page 78: ...ion of Base Line The base line is fixed by 2 base points that can be defined in 3 ways Measured points Enter coordinates using keypad Select point from memory 1 1st base point 2 2nd base point 3 Basel...

Page 79: ...a Base Line is defined Ref Line Define Baseline Shifts 1 369 m Offset 0 000 m Line 0 000 m H Z 0 000 m Rotate 0 00 00 NewBL MEAS STAKE 0SET 5 11 1 2 Reference Line In the process of using base line t...

Page 80: ...Rotation of the reference line clockwise around the reference point The meaning of soft keys under the screen of Ref Line Define F1 NewBL Return to Ref Line Define screen to re define base line F2 ME...

Page 81: ...press All to start measurement You can also call up the point by SEARCH or LIST or input the coordinates of the PtID which does not exist After measuring one point collimate the next target point to m...

Page 82: ...ffset p and the polar pHz differences STEPS DISPLAY Set the base line and reference line as introduced above Press STAKE to start the Orthogonal Stake Out Ref Line Define Baseline Shifts 1 369 m Offse...

Page 83: ...sured point Positive when the point to stake out is higher than the measured point Press PAGE to view the other results Loff Positive when the point to stake out is far ahead Toff Positive when the po...

Page 84: ...take out 1 Line Offset measurement 2 Stake out of reference arc a stake out point b stake out arc c stake out chord d stake out central angle 5 11 2 1 Defining Reference Arc a Center Point Start Point...

Page 85: ...Arc 1 3 Sight Meas CenterPt Center 10 StartPt 11 R HT 1 500 m m m Mem All SEARCH LIST Then a reference arc is defined Now you are to decide whether to measure or to stake out Reference Arc Window Cent...

Page 86: ...prism height and press All to start measurement You can also call up the point by SEARCH or LIST or input the coordinates by pressing ENH if the PtID does not exist Line Offset Measure PtID 21 R HT 2...

Page 87: ...sure PtID 21 R HT 2 000 m Line 14 125 m Offset 2 364 m 10 000 m Mem All DIST RECORD 5 11 2 3 Stake Out Subapplication Hz Difference in horizontal angle HD Difference in distance measurement A negative...

Page 88: ...ut Stake Out Point PtID 20 Line 0 000 m Offset 0 000 m NewArc MEAS STAKE Input the PtID of the point to measure and its prism height Collimate the prism and press DIST to start measurement The system...

Page 89: ...mode chosen Input the offset and press OK Pressing PT and PT can display each line of the arc to stake out Stake Out Arc PtID 20 Miscls End Arc Arclen 0 000 m Line 0 000 m Offset 0 000 m 0SET PT PT OK...

Page 90: ...ll of the misclosure will be added to the last arc section 3 Equal The misclosure will be equally distributed between all sections 2 Arc length Enter the length of the arc segment to be staked out 3 L...

Page 91: ...ng to the distributing mode chosen Input the offset and press OK Pressing PT and PT can display each line of the arc to stake out Stake Out Chord PtID 20 Miscls End Arc ChordL 0 000 m Line 0 000 m Off...

Page 92: ...Arc Angle 0 000 m Line 0 000 m Offset 0 000 m 0SET PT PT OK Input the PtID of the point to measure and its prism height Collimate the prism and press DIST to start measurement The system calculates an...

Page 93: ...ment F3 Stake Out Roads F1 F2 F3 5 12 1 Define HZ Alignment Horizontal alignment consists of the following elements start point line curve and spiral To define a horizontal alignment user should first...

Page 94: ...e STEPS DISPLAY On Page 3 3 of Programs press F1 to start Roads After setting the job station and orientation press F4 Press F1 to start to Define HZ Alignment Input the chainage N X Y E Press NEXT an...

Page 95: ...e rule of radius value along the forward direction of the curve When the curve turns right the radius value is positive while the curve turns to left the radius value is minus The arc length can not b...

Page 96: ...on of the curve When the curve turns right the radius value is positive When the curve turns to left the radius value is minus The arc length can not be negative Press SPRIAL to start to define the sp...

Page 97: ...ors A1 and A2 Radius A1 and A2 can not be negative As radius is entered an arc with specified radius inserted between current point and next point As spiral factors A1 or A2 are entered a curve with s...

Page 98: ...nment editing is available Define HZ AL 4 3 Type POINT X N 100 m Y E 100 m Radius 20 m A1 80 m A2 80 m PREV NEXT SEARCH START LAST DELETE LIST Soft Keys PREV F1 Displays the previous point data NEXT F...

Page 99: ...by pressing SEARCH and input the chainage Define HZ AL 4 3 Type POINT X N 100 000 m Y E 100 000 m Radius 20 000 m A1 80 000 m A2 80 000 m PREV NEXT SEARCH START LAST DELETE Enter the new data and pre...

Page 100: ...ng STEPS DISPLAY Press F2 to start to Define VT Alignment Roads F1 Define HZ Alignment F2 Define VT Alignment F3 Stake Out Roads F1 F2 F3 Input the chainage elevation and curve length Then press NEXT...

Page 101: ...on the 2 nd page of the function key bar and press OK to confirm to delete Define VT AL 16 16 Chain 500 000 m H Z 25 010 m Length 0 000 m START LAST DELETE Notice All the vertical alignment data will...

Page 102: ...first stake out points on the central line then the featured points on both sides The method to stake out alignment is similar to that of point stake out Press PAGE to switch among the three stake ou...

Page 103: ...nge Press L_OFFS and R_OFFS will show the correspondent chainage offset and height different The chainage and offsets can be entered manually Offset is positive the offset point is on the right of cen...

Page 104: ...he chainage Means to stake out points of the right chainage While staking out points of the left chainage it shows or behind the number is the distance between points of right chainage and central lin...

Page 105: ...according to the actual position of the point Dig fill is decided via the estimated height of hinge point If the height is above the hinge point the dig slope is used otherwise the fill slope is used...

Page 106: ...be calculated 2 As the fill dig value of calculated point is zero therefore the fill dig value is not displayed 5 13 CONSTRUCTION SITE STAKE OUT This application allows defining a construction site b...

Page 107: ...ew site F4 Skips set up F1 F2 F3 F4 Input the starting PtID of the construction site and its prism height Collimate the prism and press All or DIST RECORD to start measurement Defining new Site Sight...

Page 108: ...000 m 0SET REVERS OK 5 13 3 As Build Check This function shows you the line difference offset and the height difference of a measured point in relation to the line STEPS DISPLAY Press CHECK Input the...

Page 109: ...DISPLAY Press STAKE to start to stake out Stake Out PtID R HT 1 5000 m Ln m Of m H m All DIST CHECK Input the PtID of the point to stake out and its prism height If the PtID entered exists it will dis...

Page 110: ...t the station point moves in the graphic Be aware that the start point and the end point of the line are measured in the previous coordinate system When staking out these points they appear in the old...

Page 111: ...2 3 F1 Initialize Memory 5 F2 Memory Statistic 6 F3 U Disk Mode 7 F1 F2 F3 File Management 3 3 F1 Data Output 8 F2 Data Import 9 F3 USB Send Data 10 F4 USB Receive 11 F1 F2 F3 F4 6 1 JOB All measurem...

Page 112: ...ST OK Press the navigation key to select the disk Disk A the internal memory Disk B the SD card memory View Job Disk A Disk B Attr FORMAT OK The screen shows the file list Select the right Job and Pre...

Page 113: ...Note 1 Note 2 LIST OK Press the navigation key to select the disk Disk A the internal memory Disk B the SD card memory View Job Disk A Disk B Attr FORMAT OK The screen shows the file list Press F4 to...

Page 114: ...ore if it is not assured whether the newly established job name exists in internal memory you may view the job names existing in internal memory via before setting a new job 6 1 3 Deleting Selected Jo...

Page 115: ...oints contain at least the PtID and the coordinates E N or height H STEPS DISPLAY Press F2 to manage the known points File Management 1 3 F1 Job 1 F2 Known points 2 F3 Measurements 3 F4 Codes 4 F1 F2...

Page 116: ...E ADD EDIT Input the PtID or wildcard and press ENT Search Job A SANDING PTS PtID BACK It will display the searching result View Known Pt Job A SANDING PTS PtID 1 X N 0 000 m Y E 0 000 m H Z 0 000 m S...

Page 117: ...e data CANCEL input a new point name OK cover the existed point Input Known Pt Pt exist Want to cover the data CANCEL OK 6 2 3 Editing the Known Points This function allows editing known points in int...

Page 118: ...art of them can be deleted 6 3 1 Viewing Measurement Data Viewing measurement data is based on the unit of measurement station in selected job User may view one or all points on a measurement station...

Page 119: ...Value LIST VIEW View 1 Type Station COGO StnPt OCC INS HT 1 500 m Date 2011 04 11 Time 14 44 14 START LAST FIND 6 3 1 2 Viewing Designated PtID in Job Starts searching point Total Station STS 750 Ser...

Page 120: ...ed PtID designated the designated point based on the certain station point 2 StnPt designated PtID all the measurement point based on the certain station point 3 StnPt PtID designated the designated p...

Page 121: ...ch code has one item of explanation and a maximum of 8 attributes that has no more than 16 characters Input Code 1 2 Find Code NR01 Desc SITELINE Info1 NR 12 Info2 12 54 Info3 NEW START LAST DELETE GS...

Page 122: ...e code you want to delete and press DELETE Code View Del 1 2 Find Code NR01 Desc SITELINE Info1 NR 12 Info2 12 54 Info3 NEW START LAST DELETE 6 5 INITIALIZING INTERNAL MEMORY Deletes jobs single data...

Page 123: ...known points The amount of the recorded data block measurement points codes etc The amount of jobs which can be used or still not determined STEPS DISPLAY Press F2 to enter to Memory Statistic File M...

Page 124: ...tic 6 F3 U Disk Mode 7 F1 F2 F3 Screen shows Connected to PC Then users can check the local disk in MY COMPUTER U Disk Mode Connected to PC EXIT Local disk F stands for the internal memory of the tota...

Page 125: ...Data Output 8 F2 Data Import 9 F3 USB Send Data 10 F4 USB Receive 11 F1 F2 F3 F4 Press F2 to output the code data to an SD card Enter the file name to contain the code data or press LIST to select th...

Page 126: ...rd Press OK Data Import F1 Job data 1 F2 Code 2 F3 HZ Alignment 3 F4 VT Alignment 4 F1 F2 F3 F4 Import file File name SANDING Time 2010 10 20 Time 12 00 00 LIST OK Start importing the HZ Alignment dat...

Page 127: ...mport 9 F3 USB Send Data 10 F4 USB Receive 11 F1 F2 F3 F4 Press F1 to send the code data to PC through SANDING SURVEY OFFICE The screen shows USB initializing And it starts sending the code data USB S...

Page 128: ...ceive the known point data from a PC through SANDING SURVEY OFFICE Choose the job to receive the known point Or press LIST to select the job from the disk Then press OK After USB initializing it start...

Page 129: ...baud rates are as follows 1200 2400 4800 9600 19200 38400 57600 and 115200 BIT SECOND DATA BITS 7 Data will be transmitted by 7 bit As setting Parity check it is set as 7 bit automatically 8 Data will...

Page 130: ...port or USB port Format Select output format GSI is the fixed setting STEPS DISPLAY In Page 2 2 of Menu press F3 to enter to Data Transfer Menu 2 2 F1 Adjustment 5 F2 Comm Parameter 6 F3 Data Transfe...

Page 131: ...Version The software of instrument may have different versions which depend on those software packages composing the instrument software Type STS 750R for instance Number Serial number of leaving fact...

Page 132: ...80 watch the offset of plate level 3 Tweak adjustment screws on the right of the plate vial with the correction pin to make plate bubble to move half of the offset back 4 Rotate the instrument 180 che...

Page 133: ...ct A does not move along with the vertical line firstly remove the eyepiece cover to expose the three or four reticle adjusting screws 2 Loosen all the reticle adjusting screws uniformly with an adjus...

Page 134: ...your local dealer for support if there is problem with the parameter Press F1 on Page 2 2 of the main menu to enter to Adjustment Press OK to enter the menu of Adjustment Press CANCEL to quit Remind P...

Page 135: ...ting screws by loosening one and tightening the other Move the reticle to sight object A exactly 3 Repeat inspection and adjustment until 2C 20 4 Replace the cover of the reticle Note After adjustment...

Page 136: ...and adjust the Session 10 3 and 10 5 Check 1 Power on after leveling the instrument Collimate object A in Face I and read the Vertical angle value L 2 Rotate the telescope Sight object B in Face and...

Page 137: ...e requirement after the repeated operation the instrument should be returned to factory for inspection and repair 10 7 TRANSVERSE AXIS ERROR COMPENSATION ADJUSTMENT As the transverse axis error only a...

Page 138: ...s MEAS Horizontal Axis 0 10 STEP 2 Reverse Hz 155 27 01 V 252 43 47 Sight target MEAS INPUT It shows the difference Press SET to correct the difference Press BACK to quit without saving the correction...

Page 139: ...Draw lines that attach AC and BD and mark the intersection point of the two lines as O 4 Adjust the four adjusting screws of the optical plummet with an adjusting pin until the center mark coincides w...

Page 140: ...should set Stadia Constant according to the Constant K Set the orientation via the Vertical Hair to maintain Point A B C on the same line precisely There must be a fixed and clear centering mark on t...

Page 141: ...ed the red measuring beam will coincide with the visual line of sight External influences such as shock or large temperature fluctuations can displace the red measuring beam relative to the line of si...

Page 142: ...sm pole on the Point C and do not move during the inspection Place the two feet tine of Bipod on the cross lines of Point E and F Adjust the two legs e and f to make the bubble on the prism pole cente...

Page 143: ...ion ANGLE MEASUREMENT measuring method absolute encoding diameter of raster disk 79mm minimum reading 1 5 selectable accuracy 2 5 detection method horizontal dual vertical dual TELESCOPE image erect t...

Page 144: ...eld of view 5 OTHER Display type 2 sides alphanumeric keyboard Laser plummet optional ON BOARD BATTERY type rechargeable Ni H battery voltage 6V operating time 8 hours DIMENSION WEIGHT dimension 200 X...

Page 145: ...NO Carrying Case 1 pc Main Body 1 pc Backup on board Battery 1 pc Charger 1 pc Plumb Bob 1 pc Correction Pin 2 pcs Fur Brush 1pc Screwdriver 1pc Hexagon Wrench 2 pcs Cloth 1pc Dryer 1pc Operation Man...

Page 146: ...STS 750RC series How to enter the alignment data is explained below Alignment Element Parameter Straight Bearing Distance Transition Curve Radius Length of Transition Curve Arc Radius Length of Arc P...

Page 147: ...the data above transmitted to computer is as follows START 0 000 1050 000 1100 000 CRLF PT 1750 000 1300 000 100 000 80 000 80 000 CRLF PT 1400 000 1750 000 200 000 0 000 0 000 CRLF PT 1800 000 1800...

Page 148: ...7560 1320 42 3 32 0 32 0 32 0 32 0 7 5 3 0 0000025 0 00078019 0 10666667 0 64 6 777 This example is symmetry spiral transition N1 N2 E1 E2 4 Calculation of shift value R cos 1 R E R 18 cos 1 100 777 6...

Page 149: ...th 2 1 LA R L R 111 55 47 2 18 20 06 100 75 15 35 180 131 353 m 9 Calculation of the coordinate KA2 2 2 1 2 cos D N N IP KA 2 2 1 2 sin D E E IP KA Bearing from IP1 to IP2 2 322 07 30 1 NKA2 1300 182...

Page 150: ...50 221 615 cos57 59 40 6 1867 456 m EEC 1400 221 615 sin57 59 40 6 1587 929 m The calculated results display as below The coordinates and the distance are calculated as below 1 Compute the length of s...

Page 151: ...between KE1 and KE2 Radius 100 m sign is turn left curve toward the end point Length 131 354 m Transition Between KE2 and KA2 Radius 100 m sign is turn left curve toward the end point Length 64 m Stra...

Page 152: ......

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