News

Trimble R12i GNSS with TIP technology achieves improved horizontal accuracy of 3 mm + 0.15 mm/° starting with firmware 6.43, enabling highly accurate tilted measurements even in complex environments.

THURSDAY, AUGUST 21 | 09:00 AM TO 01:30 PM | GEOCOM STUDIES CENTER

In this workshop, we will present different examples developed with TBC (Trimble Business Center) tools to optimize the GNSS network design, processing, adjustment, and deliverables process.

THU, JUL 17 | 09:00 A 13:30 | GEOCOM

TBC offers different possibilities for this type of determination. Whether under the umbrella of surveys carried out with GNSS and/or total station or through point cloud management, TBC allows for volume determination in a variety of scenarios, providing a powerful solution for the AECO segment.

POST 04 | TBC CYCLE | GEOCOM Engineering

Trimble Business Center offers a number of advantages when it comes to managing the calculation of data from geometric leveling, total stations, GNSS, laser scanners, drones (photographs and LiDAR) and point clouds. 

PUBLICATION 03 | TBC CYCLE | GEOCOM Engineering

The integration between Trimble Access, feature libraries, and Trimble Business Center allows for the creation of professional-quality graphic products, significantly reducing processing times and minimizing errors in terrain representation.

TUESDAY, MAY 13 | 09:00 TO 16:30 | GEOCOM STUDY CENTER

In this workshop, we will present different examples developed with TBC (Trimble Business Center) tools to optimize the GNSS network design, processing, adjustment, and deliverable process.

IonoGuard works on Trimble GNSS receivers that operate with the ProPoint real-time processing engine (R12i, R780, R750, R10-2, SP100, Alloy)

THURSDAY, JANUARY 16 | 09:00 AM TO 04:30 PM | GEOCOM STUDY CENTER

In this workshop, we will present different examples developed with TBC (Trimble Business Center) tools to optimize the process of GNSS network design, processing, adjustment, and deliverables.

Trimble has delved deeper into the PPP technique through Trimble RTX, which can be used either in real-time or post-processing. Now, in terms of compatibility, the questions that arise are: Is RTX compatible with determinations made in RTK? Can RTX and RTK data coexist in the same project?

GNSS in its RTK mode has become a standard for conducting topographic surveys due to its high productivity and ease of observation. Furthermore, by adding automatic drawing tools, the use of GNSS is tremendously beneficial.

To compare the determination of height differences using GNSS and total station, a 5 km itinerary is carried out, consisting of 11 materialized points spaced every 500 m, producing a total of 10 height differences, which are observed directly using GNSS and total station.

The georeferencing of photogrammetric products is a key aspect for their use in different applications, allowing for the maintenance of a unique reference that enables robust and accurate multi-temporal analysis.