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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 dam and hydropower projects, Integrated GNSS can track joint opening, bedrock deformation, gate position, dam body movement, tunnel portal movement, and displacement between monitoring points. The pain point is long service life under water level fluctuation, seepage, temperature change, and difficult access. Kingmach JMDL-32XXAT single-point bedrock meters are designed for dam bedrock deformation and provide 50 mm, 100 mm, and 200 mm ranges with 0.01 mm resolution. JMDL-52XXADT differential meters can monitor relative movement in concrete joints with RS485 digital output and plus or minus 0.1%FS accuracy. JMCW-21XXADT magnetostrictive meters provide 0 to 1000 mm absolute position measurement for gates, equipment stroke, or structural movement. JMLS-22XXADT wire rope sensors support up to 2000 mm for larger displacement paths. Combined with water level, seepage, strain, and temperature monitoring, displacement data helps dam managers understand deformation behavior across operating cycles. 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 Integrated GNSS
Future Integrated GNSS will need to serve both precision monitoring and construction-speed decisions. A long-term bridge joint may need high precision differential measurement over many years, while a high-formwork support may need fast warnings during a short concrete pouring window. Kingmach already separates these needs through product forms: JMDL-52XXADT for high precision relative displacement, JMDL-49XXAT for formwork and steel wire displacement, JMDL-24XXAT for flexible geogrid deformation, and JMLS-22XXADT for long travel draw-wire monitoring. As monitoring platforms mature, project teams can select sampling intervals, warning levels, and report formats by construction risk rather than using one schedule for every point. This will make displacement data more actionable for site managers, not only for later technical reports. 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
For flexible geogrid Integrated GNSS, installation care is more important than later access because the product may be buried inside reinforced soil. Kingmach JMDL-24XXAT uses a bendable measuring rod, 30 mm and 50 mm ranges, 0.01 mm sensitivity, 0.5%FS accuracy, 20-point curve fitting, and a designed service life up to 30 years. Both ends of the geogrid should be clamped with the flexible sensor sections using mounting brackets so deformation transfers reliably. Avoid sharp bending, cable tension, bracket slippage, and damage during filling or compaction. Record the geogrid layer, chainage, depth, sensor direction, zero value, and backfill date. During operation, compare displacement with settlement and rainfall records. If the trend changes after heavy rain, traffic loading, or nearby excavation, inspect accessible cabinets and cables before deciding whether the buried geogrid movement itself has changed. 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
For procurement teams, Integrated GNSS should be matched to the way movement actually happens. Linear joint travel, crack width change, formwork settlement, rock layer slip, geogrid strain, hydraulic cylinder position, and long span cable pull are not the same measurement task. Kingmach's JMDL-52XXADT differential displacement meter lists 20 mm, 50 mm, and 100 mm ranges with 0.01 mm resolution, plus RS485 output and low temperature drift. The JMLS-22XXADT wire rope sensor reaches 500 mm, 1000 mm, and 2000 mm ranges with 0.1 mm resolution and IP67 sealing. The JMDL-49XXAT formwork meter is built for construction sites with IP68 protection and a 30-year designed service life. A good specification therefore starts with travel distance, mounting access, water exposure, signal distance, power supply, and whether the point must remain readable after construction equipment leaves the site. 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: Which Integrated GNSS are used for rock layers or bedrock?
A: JMDL-31XXAT multipoint meters are used for different surrounding rock layers, while JMDL-32XXAT single-point bedrock meters are used for tunnel rock mass, dam bedrock, slope, or foundation pit movement.
Q: How many points can the multipoint meter support?
A: The multipoint installation kit supports three to five monitoring points, with anchor heads fixed at different depths by drilling and grouting.
Q: What ranges are listed for these models?
A: Both JMDL-31XXAT and JMDL-32XXAT list 50 mm, 100 mm, and 200 mm models with 0.01 mm resolution.
Q: Why monitor several depths?
A: Different layers may move differently. Separating shallow and deep movement helps engineers judge whether the problem is surface creep, deeper rock slip, or overall mass movement.
Q: What records should be kept?
A: Keep drilling depth, anchor location, grouting date, channel name, zero value, cable route, and first stable reading.
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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