Surveyor'S Staffs TRIZ Cases

A survey system detects the static state of an antenna to obtain positioning measurements without requiring vertical pole orientation.

Integrating tool receptacles into the level vial housing prevents loss of small instruments during remote land surveys.

A multifunctional surveying rod merges magnetic detection with GPS positioning into a single handheld device for field operations.

A surveying laser scanner detects targets using a vertical code display and reflection prism for automated identification.

Automated motorized crawler moves laser reflector along curvilinear edges to acquire precise circumferential coordinate data.

Paired ranging radios on a wand calculate 3D coordinates through trilateration, enabling accurate positioning in GPS-denied environments.

An AI-estimated model in a surveying system determines optimal settings from image and environmental data, reducing manual adjustments.

A processor-based system corrects spherically mounted retroreflector depth and runout errors using laser tracker measurements.

Position adjusting mechanisms recover initial 3D coordinates of reference targets mounted on construction structures.

A slidable spike extends below the base to anchor the stick, resolving stability complexity while reducing carried items.

A GNSS device display unit shifts to a calibration screen upon tilt sensor icon tap.

A biodegradable ground control target uses a three-dimensional convex shape to provide structural rigidity for aerial surveying applications.

A sphere bar probe uses a spherically mounted retroreflector to enable laser tracking of hidden points.

A drone carries a survey prism to reflect light waves for precise location data acquisition in obstructed environments.

A managed traverse method integrates inertial measurement and laser distance sensing to maintain survey-grade positioning accuracy.

A 3D inspection model attaches results to spatial coordinates for real-time visualization.

Inclination sensors on a GNSS survey pole provide real-time tilt data, eliminating manual leveling errors and improving measurement precision.

A hollow scan sphere uses an internal magnet to secure over existing smaller spheres, maintaining the center point while expanding the measurement surface area.

Terminal mediator bridges legacy instruments lacking network capability to enable centralized server management.

An external GNSS receiver module integrates a MEMS sensor suite to detect motion, reducing time to fix while maintaining centimeter-level precision.

Time synchronization between the instrument and target enables pulse detection via difference images, filtering ambient light interference.

Combined locate and marking apparatus logs electronic records to reduce operational inaccuracies in underground facility detection.

Curved spherical caps on the retro-reflecting element distribute thermal stress uniformly, maintaining measurement precision despite temperature variations.

Positioning light emitting elements inside the retroreflector inner circumference reduces aiming errors caused by intensity variations during rotation.

Attaching a prism mirror to the boom tip allows total station observation at any slewing angle, resolving blind spots during calibration.

A laser target object uses colored light-emitting diodes to emit distinct visible transmission beams for clear identification.

A retroreflector sensor arrangement detects incidence angles using a code element to determine spatial orientation.

A measuring rod uses a longitudinally displaceable outer section to display direct height readings against an inner zero mark.

An integrated auto-level captures rod images to automatically determine elevations via crosshair recognition.

A jig with a flat measurement surface enables laser scanning of seal fin tips for precise position calculation.

A laser marking system uses a prism and differential angle calculation to project precise lines.

A geodetic target uses an inclinometer and matrix sensor to determine reflector orientation relative to a target point.

A spherical retroreflector design incorporates strategic light shielding to isolate measurement signals from ambient noise.

A surveying instrument captures digital images with extended exposure times to detect targets via optical radiation modulation patterns.

Dual-image sensors detect reflective targets in visual and infrared streams, reducing search areas to minimize processing time.

A mobile laser receiver compares measured elevation against stored design data to display deviation.

An optical axis deflector enables circular scanning of a spherical target, eliminating sequential repositioning and improving surveying efficiency.

Segmented triple prisms with a central clearance reduce height errors and mechanical damage in surveying targets.

A determination unit monitors environmental parameters to trigger tilt offset acquisition only when necessary.

Modulating search beams with target IDs filters responses, reducing data processing effort and ensuring accurate identification.

A handheld auxiliary measuring instrument uses a sphere attachment bearing a 2D code to determine orientation via image processing.

Light-absorbing crosshairs on a reflective target face resolve beam detection issues at distance by creating visible disruption patterns.

A position guiding device displays corrected target markers on mobile terminal screens.

Inclination sensors replace mechanical leveling with electronic feedback, eliminating manual adjustment delays and improving survey efficiency.

Automated total station captures prism images to calculate pixel displacement for ground settlement measurement.

A target direction determining device uses smartphone photographic images to estimate the orientation of a reflective prism relative to a laser scanner.

Laser assemblies and guide templates position solar array pilings within quarter-inch tolerances, eliminating manual surveying delays.

Mediated reality systems overlay visual representations onto physical scenes for interactive geospatial data placement.

A remote control unit integrates a camera with a survey stick to capture live images and spatial coordinates for precise target point definition.

A survey pole integrates inertial sensors with GNSS data to determine ground positions without manual leveling.