Integrated GNSS
The JMDL-52XXADT Differential Displacement Meter is one of the higher precision Kingmach Integrated GNSS for structural joints and relative movement. It uses two coupled inductive coils. As the measuring rod moves, magnetic flux changes in the two coils are equal in magnitude and opposite in direction, and the difference is calculated to reduce environmental interference and thermal drift. Listed ranges are 20 mm, 50 mm, and 100 mm. The product provides 0.01 mm resolution, plus or minus 0.1%FS accuracy, RS485 digital output, DC 9V to 24V supply, power consumption below 0.4 W, long-term stability of plus or minus 0.1%FS per year, and an operating temperature range from -40 degrees Celsius to +80 degrees Celsius. Temperature drift is listed as 0.001 mm per degree Celsius. These specifications are useful for bridges, railways, hydropower structures, dams, and buildings where small relative movement needs to be measured across seasons and load changes. 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
The future of Integrated GNSS will put stronger emphasis on installation metadata. Many errors in displacement monitoring begin before the first reading: wrong range, poor bracket alignment, cable tension errors, unprotected connectors, zero readings taken during unstable loading, or channel names that do not match drawings. Kingmach smart displacement products store sensor data and measurement records, and future workflows can add digital installation forms, photos, QR codes, baseline checks, and automatic range verification. A field technician could scan the sensor, confirm whether it is a 50 mm, 100 mm, 200 mm, 1000 mm, or 2000 mm model, then bind it to the monitoring point. That small process improvement can prevent costly confusion months later, especially in projects with many cracks, joints, anchors, geogrid points, and rock-layer measurement depths. 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 embedded Integrated 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 Integrated GNSS
Integrated GNSS are used when a structure needs movement data that can be reviewed, compared, and acted on before deformation becomes visible. Kingmach covers short range crack movement, expansion joint travel, rock layer displacement, geogrid deformation, draw-wire movement, and long stroke position tracking. The category includes JMDL-21XXAT general-purpose displacement meters, JMDL-22XXAT crack gauges, JMDL-24XXAT flexible meters, JMDL-31XXAT multipoint meters, JMDL-32XXAT bedrock meters, JMDL-49XXAT formwork meters, JMDL-52XXADT differential meters, JMCW-21XXADT magnetostrictive meters, and JMLS-22XXADT wire rope sensors. On site, this means one product group can cover bridge joints, tunnel portals, slope movement, dam deformation, railway subgrade settlement, and industrial linear motion. The value is not only the displayed millimeter reading. It is the ability to connect movement, time, temperature, construction activity, and warning limits into one record. 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
Ryan Lewis
Fast delivery and excellent product quality. The accelerometers and tiltmeters are highly reliable. Strongly recommend this company.
Andrew Lee
The visualization software is intuitive and powerful. It helps us analyze monitoring data efficiently.
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