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38 

 

 
 
 
 
 
 
 
 
 

9.4 ROAD STAKE-OUT

 

               

 

 
Please confirmed that the station has been set, 
also  the  horizontal  and  vertical  alignment  has 
been defined correctly before stake-out. 
 

 
 
       

[ADD]

: Add a new element of vertical alignment. 

Pile

: The pile ID of changing point 

Ht

: The height of changing point 

Front  V%

:  The  vertical  slope  between  current 

point to the last point. 

Back  V%

:  The  vertical  slope  between  current 

point to the next point. 

R

: The radius, distance between two points. 

 

☞ 

Input the parameter of vertical elements 

Summary of Contents for A1 1

Page 1: ......

Page 2: ...se until it adapts to the temperature of environment 6 If the equipment has not been used for a long time you should remove the battery for separate storage The battery should be charged once a month...

Page 3: ...Angle Measurement 10 3 2 Distance Measurement 11 3 3 Coordinate Measurement 12 4 STATION 13 4 1 Known Point 13 4 2 Station Height 14 4 3 Backsight Checking 14 4 4 Resection 15 4 5 Point to Line 16 5 C...

Page 4: ...V Alignment 37 9 4 Road Stake Out 38 10 SET 39 10 1 Unit 39 10 2 Angle 40 10 3 Distance 40 10 4 Coordinate 42 10 5 Communication 42 10 6 Adjustment 43 10 7 Auxiliary 43 10 8 Initialize 44 10 9 About 4...

Page 5: ...rizontal Axis 2C 55 13 6 Compensation of Vertical Index Difference 56 13 7 Vertical 0 I Angle 56 13 8 Constant K 58 13 9 Coincidence between Sight of View and Emitting Axis 59 13 10 Leveling Screws on...

Page 6: ...party software 5 0 inch capacitive screen with multi touch technology ideally suit for your daily task Integrated CPU MTK MT6735 quad core processor boosts speed and performance Enhanced algorithm pow...

Page 7: ...or b Objective Lens c Display Unit d T P Sensor e Circle Bubble f Battery g Horizontal Tangent h Trigger Key j Leveling Screw k RS232 Port l Focusing Ring m Eyepiece n Vertical Tangent o Central Mark...

Page 8: ...the tripod legs pull out to the required length and tighten the screws B Make the center of tripod and the occupied point approximately on the same plumb line C Step on the tripod to make sure if it...

Page 9: ...connecting rotating the foot screw A and B and then bring the bubble to the center of the plate vial by rotating the foot screw A and B b Rotate the instrument in 90 100gon around its vertical axis an...

Page 10: ...nly TILT XY Turn on X Y sensor in dual directions 1 5 BATTERY INFORMATION Inserting Battery Put the battery into the instrument push it Check and insert it correctly to side into the housing Replacing...

Page 11: ...ng the measurement mode from angle to distance in a low battery voltage it might interrupted the operation Charging The battery must be charged prior to using before the first time operation The batte...

Page 12: ...Mounting Insert three anchor jaws into holes of tribrach and line up the directing stub with the directing slot Turn the locking knob about 180 clockwise to mounting the instrument 1 7 EYEPIECE FOCUSI...

Page 13: ...ht left HD horizontal distance VD vertical difference SD slide distance N north coordinate E east coordinate Z elevation coordinate m ft Meter Feet distance unit dms degree minute second Mil Gon unit...

Page 14: ...nter PPM target tilt sensor measure mode and laser plummet Data Including raw data coordinate data code and graphic data Mode Including N times continuous or tracking mode Target Including Reflector s...

Page 15: ...0 After that the backsight point should be set again HOLD Hold the horizontal angle until releasing H SET Set the horizontal angle by entered a certain value HR Input the value of horizontal angle V S...

Page 16: ...istance VD The vertical distance MEAS Measure MODE Switch the measure mode S O Enter the page of stake out HD Input the horizontal distance for stake out point VD Input the vertical distance for stake...

Page 17: ...ODE Switch the measure mode R HT Input the reflector height INHT Input the instrument height STN Input the coordinate of station Please redefined the backsight point after station setting N Input Nort...

Page 18: ...known point the other is by the angle of the known point Stn Input the ID of known point selected from the memory or entered a new point InHt Input the instrument height R Ht Input the reflector heig...

Page 19: ...rrent The current height of station MEAS Start to measure SET Set the measured result as the STN Ht 4 3 BACKSIGHT CHECKING Check whether the current angle coincide with the backsight Stn Pt The ID of...

Page 20: ...influent the geometrical accuracy of calculation result So selecting a geometrical graphic with good structure is important b The calculation requires at least three angle data or two distance data c...

Page 21: ...ed result of slide distance ANG Only angle measurement ANG DIST Angle distance measurement DONE Save the result and back to the point list 4 5 POINT TO LINE Measure 2 points as A and B click next to c...

Page 22: ...saved points Grap Show the graphic data of saved points Pt Input the ID of point It will add 1 automatically on the point name in each time Code Input or select the code Link Input the ID of known poi...

Page 23: ...get point relative to the known point Note All directions are correspondent to the visual side of operator Pt Input the ID of point Code Input or call up the code R Ht Reflector height L R The lateral...

Page 24: ...points to defines a plane Then aim at Point P0 it will calculate the coordinate automatically Meas Measure the point Reset Re measure the point View View the result SAVE Save the calculation result H...

Page 25: ...d P3 are the left and right edge points of the cylindrical diameter The equipment will calculate the 3D coordinate of point P0 automatically DireA Collimate the side of column DireB Collimate the othe...

Page 26: ...o methods 1 MLM A B A C lock the start point 2 MLM A B B C unlock the start point StartPt Entered or selected a start point HD The horizontal distance between two points VD The vertical distance betwe...

Page 27: ...t P2 end point BN extend distance Unknown P Extend point HA The current horizontal angle VA The current vertical angle Pt P1 The slide distance to the first point Pt P2 The slide distance to the secon...

Page 28: ...end point Azimuth between station C and extend point P Unknown P Extend point HA The current horizontal angle VA The current vertical angle Pt P1 The slide distance to the first point Pt P2 The slide...

Page 29: ...measure the point without a reflector In the power industry this function can be used to measure the height of transmission cable VA the first line Current vertical angle dVD Vertical difference betw...

Page 30: ...t point SAVE Save the current stake out point MEAS Select the next stakeout point Direction to rotate the instrument Far Near Guide to move forward or backward Left Right The deviation from the target...

Page 31: ...ints by entered the value of angle offset HA longitudinal offset HD or height offset Z 6 3 ALIGNMENT STAKE OUT Stake out the points by entered the value of azimuth longitudinal offset HD and height of...

Page 32: ...e or delete the job It will calculate the coordinates of the stake out point through two known points St Pt and End Pt and the offset distance left or right forward or backward up or down based on the...

Page 33: ...o points VD Vertical difference between two points V Slope of two points Ang Angle between two points CALC Calculate Calculate the coordinates of point with a known point based on the direction and di...

Page 34: ...oints The added points will be displayed on the list ADD or Insert Add or insert points from the memory Click to switch between add and insert Del Delete a chosen data on the list Calc Calculate 8 4 P...

Page 35: ...int P4 and from offset point P3 to orthogonal point P4 8 5 INTERSECTION 2 POINTS According to the coordinate of two start points and the relationship by azimuth by distance or both to calculate the co...

Page 36: ...31 2 Calculate the intersection by Azimuth 3 Calculate the intersection by Distance the intersection by azimuth and distance the intersection result in graphic...

Page 37: ...e start end point of Line 1 St P2 End P2 The start end point of Line 2 CALC Calculate the coordinate of the intersection point SAVE Save the coordinate 8 7 VOLUME The system will create a triangulatio...

Page 38: ...9 ROAD Road Program in A1 system calculate the target as a composite curve which might including the elements of straight line transition curve and circular curve The system will stake out the designe...

Page 39: ...a new job You can also edit or delete the current job in job list 9 2 H ALIGNMENT The horizontal alignment including the elements of start point straight line circular curve and transition curve Click...

Page 40: ...point N North coordinate of start point E East coordinate of start point Azimuth Azimuth of start point Input the parameter of start point Length entered the length of straight line the value should 0...

Page 41: ...curve the value should 0 Input the parameter of circular curve Para Input the parameter the positive value means turning left negative value means turning right Start R Input the start radius R1 End...

Page 42: ...s which including pile number elevation and length of the curve The length of curve for start and end point must be zero Element list of horizontal alignment click each item to edit or delete the data...

Page 43: ...fore stake out ADD Add a new element of vertical alignment Pile The pile ID of changing point Ht The height of changing point Front V The vertical slope between current point to the last point Back V...

Page 44: ...M Meter or Ft Feet Temp Set the temperature unit or Pressure Set the pressure unit hPa mmHg inHg St Mile The start position of stake out Step The increased or decreased mile in each step L R The left...

Page 45: ...information button on the right corner to set the current setting as default The new job will follow the same settings 10 3 DISTANCE Para Scale Set the scale factor of measurement Ht Set the height o...

Page 46: ...pressure PPM Set the atmosphere correction value Mode Select N times continuous or tracking Average calculate the average value N times Set the measure times maximum 20 Target Target Set the target am...

Page 47: ...s HL or HR if not the measurement results on both left face and right face are the same 10 5 COMMUNICATION Comm On or off the comm port Baud Rate Set the baud rate of communication Bit Set the bit of...

Page 48: ...al 0 The adjustment of vertical difference the so called i angle This item must be adjusted when you finished the compensator and crosshair adjustment TiltComp The adjustment of electronic tilt sensor...

Page 49: ...lize the parameter settings back to the factory mode 10 9 ABOUT SW Info View the software information including the software version model name SN and device ID Also you can check the version of mainb...

Page 50: ...dix in the last page Clear the data list import or export the raw data Search the point from the data list 11 2 COORDINATE DATA View the coordinate data Click the point in once to edit or delete the d...

Page 51: ...a Click the code in once to edit or delete the data Clear the data list import or export the raw data Search the point from the data list 11 4 GRAPHIC DATA View the graphic data Sort and filter the po...

Page 52: ...IMPORT Click Import and FILE to select the file from internal memory or flash disk Choose the data type Coordinate Code data and format the display order of point name code N E Z you want then click I...

Page 53: ...n RAM Comm or U disk data type Coordinate Code Raw Data and the format you want then click EXP for export Entered the name and save the file A1 is available to transfer the data by Bluetooth Check Set...

Page 54: ...e mode and laser plummet Press or slide the finger from the left side of screen to activate the page of quick set 12 1 PPM SET Temp Temperature of current job Pres Pressure of current job PPM Atmosphe...

Page 55: ...he target to prism Non P Set the target to non prism 12 3 TILT SENSOR Tilt XY On or off the tilt sensor It can be selected among Tilt X single axis Tilt XY dual axis or Tilt Off L P ON on or off the l...

Page 56: ...ide whether to calculate the average value or not Continu Continuous mode Tracking Tracking mode The accuracy will lower than the other mode with faster speed 12 5 LASER PLUMMET Adjust the illuminatio...

Page 57: ...screw rotate the equipment to ensure that the plate vial is parallel to the direction of foot screw AB Adjust the screw A B in opposite direction to move the bubble in the center Rotate the instrument...

Page 58: ...First loosen the screw opposite to the offset side and then tighten the other adjusting screw on the offset side bringing the bubble to the center When the bubble stays in the center keep the tightne...

Page 59: ...icle and point A still in the vertical line Otherwise as picture shown A is deviate to the center of the vertical cross hair it is necessary to adjust Adjustment 1 Remove the eyepiece cover to expose...

Page 60: ...it and rotate the telescope Sight object A in horizontal right and read the HA 4 2C HL HR 180 30 20 overrange So it is necessary to adjust 2C Adjustment 1 Use the horizontal tangent screw to adjust th...

Page 61: ...mference and the overrange message appears It means that the tilt of vertical axis is larger than 4 over the range of compensation When rotate the vertical tangent unit in opposite direction back to t...

Page 62: ...target A on HR 3 After setting the angle in both HL and HR it will display the index difference press SET to set the adjustment 4 Repeat the inspection steps to check the Index Difference i angle If t...

Page 63: ...get the Instrument Constant K AC AB BC The value of K should be close to 0 If K 5mm the instrument should be strictly inspected on the base alignment and be adjusted according to the inspection value...

Page 64: ...the center of reticle coincides to the laser pointer If no please adjust the emitting axis Adjustment If there is a huge deviation between the sight of view and emitting axis please send the instrume...

Page 65: ...ppm Tracking 5 2ppm Non Prism N Times D 300m 3 2ppm D 600m 5 2ppm D 600m 10 2ppm Tracking D 500m 5 2ppm D 500m 10 2ppm SPEED Prism N Times 1 2s 1 2s Continuous 0 7s 0 5s Tracking 0 3s 0 25s Prism Enha...

Page 66: ...on Ratio 3 Field of View 1 30 Minimum Focus 1 5m Tube Length 152mm VIAL Plate Vial 30 2mm Circular Vial 8 2mm SENSOR System Dual axis Compensate Range 3 Resolution Ratio 1 PLUMMET Laser Level Level II...

Page 67: ...le NETWORK GSM 850 900 1800MHz CDMA EVDO BCO WCDMA Band 1 2 5 8 TD SCDMA Band 34 39 TDD LTE Band 38 39 40 41 FDD LTE Band 1 3 SYSTEM Android 5 1 until 2018 12 CODE DESCRIPTION SOLUTION ERROR 01 06 Pro...

Page 68: ...LASER PRUDUCTS The product is classified as Class III a laser product according to the standards as follows FDA21CFR ch 1 1040 1998 U S department of Health and Human Services Code of Federal Regulati...

Page 69: ...erything is under control within the distance that might bring dangers according to IEC60825 1 2001 There are explanations of some principle points of related standard as follows Class 3R laser produc...

Page 70: ...of the laser beam to the point which the laser beam is weakened to a certain degree that doesn t harm people The internal distance measure product which is equipped with a Class3R III a Laser Product...

Page 71: ...harm APPENDIX A DATA FORMAT Raw Data JOB job name description DATE date time NAME name of the job creator INST serial number of the total station UNITS units in use m inch dms gon SCALE grid factor s...

Page 72: ...ame name of the road start start chainage line the length of the straight line arc radius of the circle length of the curve spiral radius length 2 Vertical Alignment gcp mile elevation length DXF File...

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