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Integrated GNSS
The JMDL-32XXAT Smart Single-Point Bedrock Displacement Meter extends Kingmach Integrated GNSS into embedded rock and foundation monitoring. It is designed for tunnel rock mass deformation, dam bedrock deformation, slope sliding, and foundation pit face movement. The assembly includes a flange, electrical displacement sensor, tie rod, anchor head, and PVC pipe, forming a practical embedded instrument for single-depth displacement. Listed models include 50 mm, 100 mm, and 200 mm ranges, each with 0.01 mm resolution. Product information lists displacement accuracy of 0.5%FS, temperature accuracy of plus or minus 0.5 degrees Celsius, and an operating temperature range from -30 degrees Celsius to +80 degrees Celsius. This product is useful where the monitoring point needs to be anchored into a known layer rather than mounted only on a visible surface. In tunnels, dams, slopes, and deep excavations, that embedded layout helps link surface observations with movement inside the rock or foundation body. 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 building and high-formwork construction, Integrated GNSS are used less like long-term bridge instruments and more like real-time construction controls. During concrete pouring, steel pipe supports, scaffold frames, formwork platforms, and temporary load paths can move quickly while workers and pumps are still operating. Kingmach JMDL-49XXAT formwork displacement meters are built for this kind of site, with 50 mm, 100 mm, and 200 mm ranges, 0.01 mm sensitivity, 0.5%FS accuracy, IP68 protection, and a listed temperature range from -40 degrees Celsius to +100 degrees Celsius. Built-in memory can store time, temperature, displacement values, and other records. On a high-formwork job, the sensor position should be tied to the pouring sequence, support layout, concrete volume, and warning action. A sudden lateral movement of a steel pipe has a different meaning from slow settlement after loading. JMDL-22XXAT crack gauges may also be used after construction to follow building joint or crack width changes. The practical value is fast site feedback while the work can still be adjusted. Site teams should define who receives alarms during pouring, how readings are confirmed, and when work should pause for inspection. This makes the displacement point part of the construction control process, not just a record reviewed after the risk has passed.
The future of Integrated GNSS
Longer service life will be a major future requirement for Integrated GNSS. Infrastructure owners want monitoring systems that remain useful beyond the construction phase and into operation, inspection, repair, and renewal. Kingmach lists 30-year designed service life on selected products such as the JMDL-24XXAT flexible displacement meter and JMDL-49XXAT formwork displacement meter, while models such as JMCW-21XXADT use non-contact sensing to avoid mechanical wear. Future specifications will likely ask more directly about waterproof rating, connector durability, cable route protection, sensor replacement access, and data continuity after maintenance. For dams, bridges, railways, slopes, and tunnels, a displacement record over several years is often more useful than a short burst of high-frequency data. This long view supports asset management and helps distinguish slow structural change from normal seasonal movement. The next improvement will be planned service records: expected inspection intervals, spare part notes, replacement dates, and clear links between old and new baselines after a sensor is changed.
Care & Maintenance of Integrated GNSS
For Integrated GNSS installed at cracks, joints, and expansion joints, maintenance should focus on bracket stability, rod alignment, cable protection, and baseline traceability. Kingmach JMDL-22XXAT crack gauges may use different measuring rods and universal bases, so the mounting points must remain firm while the structure moves naturally. Avoid placing rods where they can be hit by workers, tools, vehicles, concrete debris, or repair materials. During inspections, check whether the crack edge has spalled, whether the base has loosened, whether water has entered the connector, and whether the displayed movement agrees with nearby observations. Because the product can store up to 600 measurement results, compare field readings with stored records before resetting values. If temperature versions are used, keep temperature data with displacement data so seasonal opening and structural movement are not confused. 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
Integrated GNSS are often the quiet part of a monitoring system, but they decide whether deformation is understood as a trend or discovered as damage. Kingmach displacement products can be placed at expansion joints, cracks, foundation pits, slope faces, tunnel surrounding rock, dam bedrock, railway subgrades, high-formwork supports, and equipment stroke positions. Many models support digital transmission, anti-interference performance, waterproof sealing, and connection to automatic acquisition systems. The JMDL-21XXAT general-purpose meter records relative displacement and expansion joint movement with 50 mm or 100 mm ranges and 0.01 mm resolution. The JMDL-31XXAT multipoint meter can be installed by drilling and grouting, with anchor heads at different depths. When readings are reviewed with settlement, tilt, rainfall, pore pressure, or construction logs, engineers can see whether movement is seasonal, load-related, excavation-driven, or moving toward a control limit. 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
Robert Taylor
The weir flow meter is well-built and delivers accurate measurements. Great value for water management applications.
David Wilson
We purchased displacement transducers and settlement sensors, and the quality exceeded our expectations. Easy installation and reliable performance.
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