gnss settlement sensors
Kingmach gnss settlement sensors include the JMDL-62XXADT inductive frequency-modulated hydrostatic level sensor for projects that need a hydrostatic reference network rather than isolated manual checks. The instrument is arranged with connecting tubes, so each measuring location works against a shared liquid level and a stable reference point. Listed ranges are 50 mm, 100 mm, and 200 mm, with 0.01 mm resolution, 0.5%FS accuracy, RS485 output, DC 9V to 24V supply, power consumption below 0.5W, and an operating temperature from -30 degrees Celsius to +80 degrees Celsius. It is applied in dam deformation observation, bridge deflection, slope stability, building settlement, and high-speed rail foundation monitoring. A good project layout starts with the reference benchmark, tube slope, exhaust position, cabinet height, cable route, and channel address. During commissioning, the crew should remove trapped air, confirm fluid continuity, record the initial level, and compare every channel under the same temperature condition. The data cabinet can then collect each channel by address and preserve a clear relation between tube branch, instrument serial number, and drawing location. This makes later data easier to judge because a curve change can be traced back to a named measuring point, a known hydraulic path, and a documented baseline.

Application of gnss settlement sensors
Pile foundations, dykes, and embankments use gnss settlement sensors to verify vertical response during loading, filling, or long-term service. Kingmach JMDL-47XXAT is described for pile foundation settlement, dyke compression deformation, embankment heave, roadbed settlement, and base uplift in deep foundation pits. Its assembly includes a settlement plate, electrical displacement sensor, measuring rod with metal flexible conduit, anchor head, extension rod, and bottom anchor head. Published range options are 100 mm, 200 mm, 300 mm, and 400 mm, with gauge lengths from 760 mm to 2210 mm. Because the sensor is embedded, the installation record is almost as important as the reading itself. Crews should document depth, plate position, rod connection, cable exit, protection method, and nearby fill material before the location is covered. During loading, the curve can be checked against fill height, pile test stage, water condition, and surface survey marks. The side-exit cable arrangement helps reduce interference during pavement compaction, which is useful when monitoring must continue as construction equipment passes over the area.

The future of gnss settlement sensors
The future of gnss settlement sensors will give more attention to reference-point control. Hydrostatic leveling systems calculate vertical deformation by comparing measuring points against a reference, so the reference must be protected, inspected, and named clearly in the platform. Kingmach products such as JMDL-62XXADT, JMQJ-62XXADT, and JMYC-62XXAD already support multi-point settlement measurement through connected liquid paths and digital output. Future systems can record reference sensor status, water pipe condition, temperature, zero value, and maintenance events together with each settlement curve. This will help engineers avoid confusing reference drift with real subgrade, bridge, dam, or building movement. Better reference records will also make handover easier when a project moves from construction control to long-term operation. The practical goal is to keep settlement data understandable after the original installation crew has left, so owners can compare old and new readings without reconstructing the field history from memory. The same record should remain readable for designers, contractors, owners, and maintenance teams, because settlement monitoring often continues long after the first construction report is finished.

Care & Maintenance of gnss settlement sensors
Care and maintenance of gnss settlement sensors should begin before the first sensor is installed. Confirm whether the location needs an embedded single-point gauge, a hydrostatic leveling sensor, a wide-range differential pressure system, or a magnetic ring settlement water level gauge. Kingmach JMDL-47XXAT covers 100 mm to 400 mm embedded ranges, while JMYC-62XXAD covers larger 500 mm to 4000 mm hydrostatic ranges. Choosing the wrong range can shorten the useful life of the point or hide small early movement. The project file should record model, range, structure name, point elevation, expected movement direction, reference point, cable or tube route, and first stable value. During later checks, compare actual movement with the construction stage and nearby instruments. If a value approaches the end of travel, plan verification before the sensor saturates. Range management is maintenance because it protects the continuity of the settlement record.
Kingmach gnss settlement sensors
gnss settlement sensors become most useful when they are part of a disciplined data chain. The sensor body is only one part of the record. Reference point, water tube route, cable label, borehole number, ring depth, bus address, platform unit, baseline, and inspection note all shape whether the final curve can be trusted. Kingmach products support both manual reading and automated acquisition, so the same project may combine field tape readings, RS485 data, bus modules, and software reports. During commissioning, each channel should be checked against the physical point. During maintenance, data gaps should be compared with power, communication, weather, and cabinet work. This makes settlement monitoring less mysterious and more useful to the people who must act on it. When those details are settled before installation, the sensor has a much better chance of producing a reliable curve throughout the project life. When those details are settled before installation, the sensor has a much better chance of producing a reliable curve throughout the project life.
FAQ
Q: What are gnss settlement sensors used for?
A: They measure vertical deformation such as foundation settlement, subgrade settlement, embankment heave, tunnel bottom uplift, dam settlement, bridge deflection, and building settlement.
Q: Which Kingmach models are related to this group?
A: Common models include JMDL-47XXAT, JMDL-62XXAT/ADT, JMQJ-62XXADT, JMYC-62XXAD, and JMCJ-1003/1005.
Q: What is the difference between single-point and hydrostatic monitoring?
A: Single-point gauges measure settlement at a specific embedded point, while hydrostatic systems compare several points against a reference level through connected liquid paths.
Q: Can the readings be collected remotely?
A: Yes. Several Kingmach hydrostatic and settlement instruments support RS485 output or automatic acquisition systems for remote collection.
Q: Why is the reference point important?
A: Settlement is often calculated relative to a reference. If the reference changes or is poorly documented, the whole settlement curve can become misleading.
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The strain gauges and load cells are extremely accurate and stable. They performed very well in our bridge monitoring project. Highly recommended!
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