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GNSS

Kingmach GNSS include the JMDL-31XXAT Smart Multipoint Displacement Meter for tunnels, rock slopes, foundation pits, and surrounding rock layers. This product is not used like a surface joint gauge. It is built for boreholes where movement must be separated by depth. The instrument group includes displacement gauges, PVC measuring rod protective tubes, anchor heads, and multipoint installation kits that support three to five points. During installation, the borehole is prepared, anchor heads are set at selected layers, and grouting fixes each anchor to its target rock or soil zone. Listed models include 50 mm, 100 mm, and 200 mm ranges, all with 0.01 mm resolution. The sensing circuit changes output frequency as the measuring rod moves through the coil, so each channel can report how one anchored layer moves relative to the reference head. This layout is useful when tunnel crown movement, slope slip, or foundation pit deformation may start at one depth before it appears elsewhere. Field records should emphasize borehole number, anchor depth, grout condition, channel order, and the direction of expected movement. During later review, engineers can compare shallow and deep anchors to judge whether the deformation is local relaxation, progressive sliding, or full-section movement. That layered view is the main reason to use a multipoint instrument instead of several unrelated surface gauges.

Application of  GNSS

Application of GNSS

In railway and highway subgrade monitoring, GNSS are used to observe geogrid deformation, embankment movement, track foundation displacement, culvert joint movement, and settlement-related structural shifts. The field problem is that deformation may occur inside reinforced soil or pile-net foundations where visual inspection cannot reach after backfilling. Kingmach JMDL-24XXAT flexible displacement meters are designed for geogrid materials in reinforced soil and pile-net subgrade foundations. The bendable measuring rod can deform with the geogrid, while both ends are clamped using mounting brackets. Listed ranges are 30 mm and 50 mm, with 0.01 mm sensitivity, 0.5%FS accuracy, 20-point curve fitting, and a designed service life up to 30 years. For larger movement, JMLS-22XXADT wire rope sensors and JMDL-49XXAT formwork or steel wire meters can support long-distance displacement monitoring. These readings help maintenance teams connect settlement, traffic load, rainfall, and construction records. During operation, the monitoring team should keep the baseline, temperature, inspection notes, and nearby sensor behavior in the same review file. This makes it easier to tell whether a movement trend comes from normal service, a repair event, changing load, water influence, or developing structural risk. Clear records also help owners decide when a field inspection is needed instead of waiting for visible damage.

The future of GNSS

The future of GNSS

The future of GNSS will include more mixed measurement packages rather than single-sensor orders. A slope package may combine GNSS, multipoint displacement, crack gauges, pore pressure, rainfall, and tilt. A bridge package may combine differential displacement, strain gauges, load cells, accelerometers, temperature, and bearing inspection records. A tunnel package may combine multipoint displacement, convergence, lining strain, water pressure, and vibration. Kingmach already provides a broad product ecosystem across displacement, strain, load, settlement, tilt, environmental monitoring, acquisition equipment, cables, and software. The next step is project-specific packaging where the displacement instrument is selected together with its data logger, cable, cabinet, communication route, warning logic, and maintenance plan. That approach reduces mismatched hardware and makes the monitoring system easier to operate after handover. It also helps procurement teams compare complete monitoring functions instead of comparing sensor names alone. For complex infrastructure, the package should define which movement point answers which engineering question before hardware is ordered.

Care & Maintenance of GNSS

Care & Maintenance of GNSS

For embedded GNSS such as multipoint and bedrock displacement meters, maintenance depends heavily on installation records because the sensing parts may not be visible after grouting or backfilling. For JMDL-31XXAT multipoint meters, keep drilling depth, anchor head depth, grouting date, point number, cable route, and baseline readings in one record. The system may monitor three to five points, so channel naming must be exact. For JMDL-32XXAT single-point bedrock meters, record flange position, tie rod condition, anchor point, PVC pipe route, and expected movement direction. During service, compare adjacent depths rather than reading each channel alone. A shallow layer moving while deeper layers remain steady has a different meaning from full-depth displacement. Do not pull or shorten cables during cabinet work, and protect exposed sections from water, rodents, sharp edges, and construction traffic. Keep the installation photo, point number, zero value, and expected movement direction with the commissioning record for later review. If a reading changes after maintenance work, inspect the base, anchor, cable, and cabinet before assuming the structure itself has moved.

Kingmach GNSS

In structural monitoring, GNSS should not be treated as single-purpose accessories. Kingmach displacement products can work with comprehensive testers, automatic acquisition systems, bus modules, RS485 output, and monitoring software, which allows movement data to sit beside strain, load, settlement, tilt, vibration, temperature, and water level. That combined view is important because displacement often has several causes. A tunnel crown reading may respond to excavation sequence, groundwater, lining age, or nearby traffic. A bridge joint may move with both temperature and bearing behavior. A slope reading may change after rainfall, blasting, or retaining wall loading. By using smart products with stored parameters and digital transmission, project teams reduce channel mix-ups and make later data review cleaner. The result is a monitoring chain where field installation, sensor identity, baseline readings, and platform curves can be checked against one another. The point should be named on the drawing, linked with its cable route, and checked against the expected movement direction before the first automatic reading is accepted. For daily review, the reading should be compared with nearby points, recent weather, site operations, and any loading event that could explain the movement.

FAQ

  • Q: How should GNSS be maintained?
    A: Inspect brackets, anchors, measuring rods, cable routes, connectors, waterproof seals, cabinet wiring, grounding, and channel labels at planned intervals.

    Q: What signs suggest a data problem rather than real movement?
    A: Flat lines, sudden jumps after cabinet work, repeated communication gaps, impossible readings, or disagreement with nearby points may indicate sensor, cable, power, or channel issues.

    Q: Can temperature affect displacement data?
    A: Yes. Some products include low temperature sensitivity, differential measurement, or temperature records, but temperature should still be reviewed with the movement trend.

    Q: Should zero values be reset often?
    A: No. Resetting without a field reason can hide structural movement. Record the event, reason, and new baseline if a reset is required.

    Q: What makes a displacement record useful during handover?
    A: A useful record includes model, range, serial number, calibration coefficient, baseline, installation photo, point location, latest trend, warning level, and maintenance notes.

Reviews

Christopher Martinez

Very satisfied with the readouts & data loggers. User-friendly interface and supports multiple sensor inputs.

James Thompson

The tiltmeters and accelerometers are very sensitive and provide precise data. Perfect for our structural health monitoring system.

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