Leica Surveyors Forum

GPS 530 LEICA

Hi every body I have 2 GPS 530 Leica.But one of them do not give enough satellite  for fixing.And i set up firmware 5.1 and i changed Antenna but again did not give more than 4 satellite.Please tell me how can i do. THANKS.

Read more…
2 Replies · Reply by M. P. Jun 23

How to import Railway alignment data to Total station TS16?

Dear everybody, It's nice to be a part of your 4rum. Firstly, I would like to introduce with you I am Hieu, Survey Manager of Hitachi Railway Line 1 in Ho Chi Minh City in Vietnam. Our company has just bought the TS16P 1" for my Survey Team, unfortunately, so far I cannot know how to import our project alignment data including super elevation, slope, cant, etc., to my Total Station. Could you please help me to solve this matter? Thank you so much in advance. Kind regards, Hieu.

Read more…
1 Reply · Reply by Justin Farrow Mar 8

Survey Data Miss match

Hey Surveyors! I have surveyed a land about km square with complected details(roads, streets, buildings, T-Walls, Manholes, Corners etc) but with no traverse extension at the first, now when i have completed it and reached to the first area I was starting from and measuring with the data come from extension of change points in the site show me the errors in horizontal distance, EX: measuring the corner of a building which was measured at the first too,  give me the error of 10cm-even 90cm any…

Read more…
1 Reply

TS06 Newbe Question

Hello, I just purchased a Lieca TS06 Plus and unboxed it.  I am used to older Topcon total stations that have  horizontal and vertical locking knobs that serve to either lock the horizontal/vertical movement and also finely turn the total station. The TS06 knobs finely turn the total station, but before I break something, how is the locking/unlocking to manually point the gun, say 180-degrees horizontally accomplished? Thank you very much. -John

Read more…
2 Replies · Reply by Justin Farrow Mar 8

RTK Leica GX1230 with GFU7(Siemens M20)

Am trying to use the old fashioned RTK with GSM. I use a GX1230 with Siemens M20 (GX1230 Tech Ref Manual lists M20 as a supported model). Connected the M20 to Port1, configured the Real Time Interface with Port1 and Siemens M20 that shows up by default in Smartworx with factory default AT commands. I create a Config Set for Rover, all done and Smartworx shows messages, 1. Config Set saved, 2. Port1: No response from GSM and 3.Port1: GSM Initialised. The SIM I use has both voice and data from…

Read more…
3 Replies

Weark Signal Error 1292 in Leica TPS 407

Greetings to all Surveyors around the world, I have been have this problem with my Leica TPS 407 Total Station when I try to take measurements, It displays 'Weak Signal Error 1292'. I have even change New Battery and tried different Prism but still It does not take measurement. Please Help me out with the best solution, It is the only TPS Device I gad. thanks as you help.

Read more…
2 Replies

Leica on FB

So you like Leica Geosystems for your land surveying life.  Have you discovered Leica on Facebook yet?  They have some pretty amazing product releases and reviews quite often.  You can follow the Leica Geosystems Facebook activity right here!

If you haven't yet joined in on the Land Surveyors United facebook page discussion, why not do that now?  

Leica Videos

Autodesk BIM360 to Leica iCON
Leica Infinity with Autodesk BIM 360 service
Map360 3.0 - Crush Analysis
Map360 3.0 - Group Ungroup
Map360 3.0 - Dynamic Text Labels
Map360 3.0 - Advanced Linetypes
Map360 3.0 - Overview
Kalibratie en levering van Leica Geosystems Machinebesturing

Follow Leica Geosystems Hub

This group is for Land Surveyors United members who use Leica Geosystems Surveying Instruments in the field. This group is for discussions and tutorials related to Leica user. Land Surveyors United is not directly affiliated with Leica and all logos and imagery are copyright of their respective owners.

203 Members
Follow This Hub!

Welcome to the Support Group for Leica Geosystems

If you are new to the Leica Support Group for Land Surveyors, please start by adding a discussion and introducing yourself to the community!

Comments on Leica

You need to be a member of Land Surveyors United - Surveying Community & Forums to add thoughts!

Join Land Surveyors United - Surveying Community & Forums

Thoughts

  •  Hi mates,

    Does anyone has the format report names lift slew report.frt like the video as the link below and the attached picture.

    https://www.youtube.com/watch?v=8SIEZhU2Ub4

    2495127947?profile=RESIZE_930x

    Thank you so much!

    Beni

  • I have issues in Leica ts11 the stakeout app has been currupted, What to do? Please help.

     

  • I have  old Wild instrument TC1010.  replaced a memory card battery. After that on GIF10 card reader information rec access bad header. Please Help me!

  • Hi Leica Support Team

     I need your advice on the "one step transformation" process for creating ground coordinates from grid coordinates

    Our project area is a 260 km long proposed railway line corridor. The proposed railway corridor needs to be designed after doing the detailed topographical survey

    The first step followed is : Established 85 pairs of control points (say GPS1 to GPS 85) along the corridor using DGPS.

    Second step: Convert the control point LLH (Lat,Lon,Ht) to grid coordinates (XYZ) based on UTM projection system

    Third step: Convert grid coordinates to Local coordinates using one step transformation with the method - One point localization. Here the localization base is one of the GPS stations (say GPS 83). During one point localization the ground coordinates (i.e Position & Height (P&H)) of all control points are derived w.r.t GPS 83 . Here the paramters for one point localization such as Flase easting,False Northing etc are set using UTM easting and northing of GPS83.

    My question :

    1. For a linear project of 260 km long, is it a right approach to create ground coordinates of all DGPS control points w.r.t to GPS 83 (which is at one end of the corridor) 

    2. Second question is, should multiple DGPS control points (use their UTM grid coordinates) be used for localization which may be spread out in the 260km long corridor

    3. What are the advantages of using one point localization and what are its disadvantages (considering the fact that we need to re convert the ground coordinates back to true UTM coordinates). 

    The proposed alignment is designed on ground coordinates, and the design team is creating railway corridor centerline, right and left corridor points based on ground coordinates.

    KML when created using ground coordinates (assuming they are UTM) cannot be used for visualization in google earth since they don't fall at the right location.

    The final location survey : Where the corridor pillars are pegged on the ground using Total station are w.r.t to ground coordinates.

    The problem here is : the land mapping is done using UTM coordinates (geo-referencing of cadastral maps is done using DGPS coordinates / UTM coordinates), and we need a solution for the problem so that land acquisition proposed using the cadastral maps matches the final location survey.

    Kindly advise

    Thanks,

    Ravi

  •  Laica TCR 1103+ not shoot on none reflector mode

    On reflecor mode all ok. How to fix this problem..

                Best Regrads,

                 Kan pinyo

     

  • Hi Paul,

    I Have a manual, but it is in Portugués. First I though it was Spanish. it was only printed one year ago. you could translate it.

    I know that might be to much, I will try to find one in English.Manual%20da%20%20Esta%C3%A7%C3%A3o%20Total%20Leica%20TC407.pdf

  • Hello Fellow Surveyors,

    I recently purchased a TC407 Total Station. Could someone please tell where I might find a users manual? If anyone can tell me any work arounds for uploading and downloading, what data collector is needed, any work arounds for data collectors, anything about using the instrument would be helpful and appreciated!

    Thank You,
    Paul

  • Really Leica is the best Surveying equipment
  • Thank for joints

  • SURVEYING INSTRUMENT LEICA is the best one.

This reply was deleted.