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Integrated GNSS
Kingmach Integrated GNSS include the JMDL-21XXAT Smart General-Purpose Displacement Meter, a compact instrument for relative displacement and expansion joint movement. The product is used in buildings, railways, transportation works, hydropower structures, dams, and bridge projects where two structural components may move against one another. Listed ranges include 50 mm and 100 mm, with 0.01 mm resolution and 0.5%FS accuracy. The meter is based on inductive frequency modulation, which supports high sensitivity, stable long-term observation, and low temperature influence. A built-in memory chip stores sensor model, serial number, calibration coefficient, time, temperature data for temperature versions, absolute displacement, relative displacement, and zero-point value. It can save 800 measurement results, which is useful when checking site history after construction stages or weather events. When connected to an integrated tester or automatic acquisition system, readings can be reviewed quickly without relying on manual gauge notes. During project setup, the measuring point should be matched with the expected travel direction, available mounting space, cable route, and required acquisition interval. This prevents a short-range joint instrument from being used on a long-travel point, or an exposed sensor from being placed where an embedded anchor is needed. It also helps the monitoring team set a baseline that can be defended during acceptance and later maintenance review.
Application of Integrated GNSS
In foundation pit and deep excavation projects, Integrated GNSS are used to watch retaining walls, soldier piles, soil nails, nearby pavements, basement walls, and adjacent structures as excavation stages remove support from the ground. The main site concern is not only how far one point moves, but whether movement grows after each excavation layer, support installation, dewatering step, or backfill stage. Kingmach JMDL-32XXAT single-point bedrock meters can measure embedded displacement at a selected reference layer, while JMDL-22XXAT crack gauges follow opening at nearby structures or retaining elements. JMDL-52XXADT differential meters provide high-resolution relative movement at joints or structural interfaces, and JMLS-22XXADT wire rope sensors can cover longer exposed paths where access is available. A useful pit monitoring plan records excavation depth, support timing, groundwater level, construction vibration, and surrounding building observations beside each displacement curve. This helps engineers distinguish bracket disturbance from real ground movement, and it supports faster decisions when a wall, road edge, or adjacent building begins to respond to excavation. During review, the same point should be compared with nearby settlement, tilt, support force, groundwater, and inspection notes so the movement is interpreted as part of the excavation behavior rather than as a single isolated value. during maintenance.
The future of Integrated GNSS
Future Integrated GNSS will likely place more intelligence at the edge of the monitoring network. Instead of sending every reading to a platform without review, acquisition units can check whether a displacement jump is physically plausible, whether the temperature moved at the same time, and whether nearby channels changed in the same direction. Kingmach smart products already store measurement time, temperature for temperature versions, absolute displacement, relative displacement, and zero-point values on selected models. That local record can support early filtering and field diagnosis. For remote slopes, dams, subgrades, and tunnel portals, this matters because network access may be unstable and maintenance visits may be expensive. Edge checks can flag cable damage, zero drift, sudden water ingress, or installation movement before the data is accepted as structural deformation. The strongest systems will still depend on careful installation, because digital tools cannot correct a loose bracket, wrong range, or poorly recorded baseline. Clear reporting will make displacement monitoring more useful for non-specialist decision makers while preserving the detail engineers need.
Care & Maintenance of Integrated GNSS
Care for Integrated GNSS starts with selecting the correct range before installation. A 20 mm or 50 mm joint sensor cannot replace a 1000 mm draw-wire sensor, and an embedded rock displacement meter cannot be treated like a surface crack gauge. Confirm model, range, resolution, accuracy, mounting accessories, cable length, power supply, output type, waterproof rating, and acquisition method before the instrument is shipped to site. For Kingmach products, check whether the selected model is JMDL-21XXAT, JMDL-22XXAT, JMDL-24XXAT, JMDL-31XXAT, JMDL-32XXAT, JMDL-49XXAT, JMDL-52XXADT, JMCW-21XXADT, or JMLS-22XXADT. During installation, record the zero reading only after brackets, anchors, measuring rods, cable pulls, or grouted points are stable. A rushed baseline can make every later reading harder to interpret, even when the sensor itself is working correctly. 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 Integrated GNSS
Long-term projects need Integrated GNSS that can survive the same weather, vibration, cable pulling, and site handling as the structure itself. Kingmach designs several smart displacement products with built-in memory chips, digital detection, strong anti-interference capability, and direct display through compatible testers. The JMDL-22XXAT crack gauge stores up to 600 measurement results and covers 20 mm, 50 mm, 100 mm, and 200 mm models. The JMDL-21XXAT general-purpose model stores up to 800 records and can save time, temperature, absolute displacement, relative displacement, and zero-point values. These records matter during handover because the original baseline, later shifts, and abnormal readings can be checked without relying only on handwritten notes. For bridges, dams, tunnels, slopes, and buildings, that traceability helps maintenance teams judge whether a movement event is isolated, repeated, or linked with surrounding construction and environmental change. 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 Integrated 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
Michael Anderson
The strain gauges and load cells are extremely accurate and stable. They performed very well in our bridge monitoring project. Highly recommended!
James Thompson
The tiltmeters and accelerometers are very sensitive and provide precise data. Perfect for our structural health monitoring system.
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