Surveyor'S Staffs TRIZ Cases

Uses an insulated plug adapter to mount survey markers in standard sockets, creating fast, stable reference points without special measuring pins.

Embedding the antenna inside the survey pole protects RF links from movement damage while maintaining reliable instrument communication.

A loader learns repeated travel, lift, and tilt sequences, then replays them for precise trailer loading with less operator effort.

Image-based target detection and turning-body inclination keep work machine position and azimuth calculation running when GNSS fails.

A plug-in insulated adapter fits standard sockets to mount measuring marks faster while keeping the reference point fixed and costs low.

Portable and onboard positioning are fused to correct obstruction maps, letting loaders repeat learned work cycles with less operator input.

A field rover defines desired curves in an independent reference system, helping civil engineering machines handle tight-radius layouts with less setup.

Autonomous UAV waypoint marking and GPS capture establish ground control points faster and more safely in hazardous locations.

Reversible anchor-to-marker connections let survey marks swap quickly across methods while keeping a fixed distance to the reference point.

An autonomous UAV marks ground control points and records location data to cut setup time and avoid manual work in hazardous survey areas.

A rotatable scale fixture and screw-spring leveling structure simplify vertical alignment and precise facing of a level gauge.

A field rover locates key shape points so a civil engineering machine can follow tight curves accurately without complex reference point plotting.

A gimbal-stabilized prism and laser on a rotorcraft marks coordinates on uneven terrain while maintaining vertical alignment and survey precision.

A camera and inclination sensor automate centering and leveling over a ground mark, cutting setup errors and operator skill demands.

An autonomous UAV assigns and marks ground control points, records GPS coordinates, and avoids manual setup in hazardous locations.

Perpendicular leveling screws and a rotatable staff fixture improve vertical alignment and accurate facing toward the level gauge.

Image-based ground mark detection and inclination sensing automate survey instrument stationing, cutting setup time and user error.

Ground points measured in an independent reference system let civil engineering machines follow tight curves accurately without extensive site plotting.

A rotating light beam aligns to a marker rod before angle capture, avoiding wobble errors and eliminating synchronized clock requirements.

GNSS positioning and pole tilt sensors let a robotic total station keep tracking behind obstructions while reducing optical lock errors and power use.

By recognizing the surveying device in UAV images, the analysis unit corrects camera positions and derives absolute coordinates without air marks.

Shifting the measuring beam off target center avoids detector shading in close range and improves retro-reflective distance accuracy.

A tracked retro-reflective target defines a 3D scan region, letting the scanner keep only relevant point cloud data and cut processing load.

Two offset single-axis trackers align a total station to the target, cutting optical complexity and enabling accurate single-operator surveying.

Averaging laser distance readings across a defocused target region improves instrument height measurement despite tilt and surface irregularities.

A surveying target adjusts radial light intensity to instrument distance, reducing power waste while preserving reliable detection.

Averaging laser distance readings across a centered ground region improves surveying instrument height accuracy despite surface tilt and irregularities.

Scan data matched to reference maps lets a movable marking unit self-locate, correct path deviation, and mark surfaces accurately.

Projected high-low information lets crews measure and correct construction surface unevenness in parallel, reducing manual height checks.

Different target light cycles let a surveying instrument identify the selected target without clock synchronization, reducing search time and confusion.

Real-time swing guidance helps operators place survey poles on floors, walls, or ceilings while maintaining coordinate accuracy and reducing survey time.

A toroidal secondary sensor mount keeps reflector offsets fixed on a surveying pole, enabling correction of orientation-based distance errors.

By fitting a plane from points around a reflecting prism, this case corrects target tilt and setup errors for accurate surveying coordinates.

A control unit adjusts radial light output by target distance to cut power use and extend surveying target battery life.

AR marker referencing lets operators verify surveying data from a different position while preserving measurement accuracy on site.

A projecting end cap lets a grade rod rest inside a recessed pipe opening, keeping it perpendicular for accurate readings with less user fatigue.

Reference-map scanning lets a movable marking unit self-locate, correct path deviation, and mark working surfaces accurately.

A detachable EDM top unit and internal target let one telescopic surveying pole measure pole length accurately and capture inaccessible remote points.

A detachable EDM top unit measures internal target distance for pole length and switches to remote point measurement when unmounted.

Passive survey reflectors and coded camera illumination enable simultaneous location tracking with lower power use and less system complexity.