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GNSS

Kingmach GNSS include the JMCW-21XXADT Magnetostrictive Displacement Meter for absolute linear position measurement. This sensor uses magnetostrictive effect and internal non-contact sensing, which avoids mechanical wear and supports continuous operation in harsh environments. Product information lists 0 to 1000 mm measuring range, 0.01 mm resolution, plus or minus 0.05%FS accuracy, repeatability within 0.1 mm, DC24V plus or minus 10% input, RS485 communication, average operating current below 60 mA, and an operating temperature range from -30 degrees Celsius to +80 degrees Celsius. It also lists IP67 protection and reverse polarity protection up to -36V. Wiring details include red for DC24V, yellow for power ground, blue for RS485A, and green for RS485B. These features make the product suitable for hydraulic cylinders, gate position, machine stroke, structural deformation, railway and highway movement, retaining walls, and industrial automation equipment that requires stable absolute position data. 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  GNSS

Application of GNSS

In foundation pit and deep excavation projects, 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 GNSS

The future of GNSS

Wireless and low-power networks will change how GNSS are deployed on difficult sites. Many displacement points are located on slopes, dam shoulders, tunnel portals, remote rail subgrades, or temporary construction zones where cabling is expensive and easy to damage. Kingmach displacement products already support automatic acquisition in several forms, and future field layouts can combine wired RS485 points, LoRa or 4G gateways, solar power, and compact edge devices. The engineering task will be to preserve reliable baselines while reducing field maintenance. Sensors with built-in memory and stored calibration data help because the point can retain key identity information even when a gateway is replaced. Remote power planning, connector sealing, lightning protection, and clear channel naming will become as important as the sensor range itself. For remote terrain, the biggest gain will be fewer unnecessary site visits: teams can review battery status, data gaps, and movement direction before sending technicians into a hazardous or hard-to-access location.

Care & Maintenance of GNSS

Care & Maintenance of GNSS

For automated GNSS, maintenance must include the whole data chain. A sensor can be accurate while the monitoring record is wrong because of channel swaps, wrong units, missed zero values, loose terminals, damaged power supply, or unstable communication. Kingmach displacement products may connect to comprehensive testers, bus modules, automatic acquisition systems, RS485 networks, and monitoring platforms. During commissioning, verify each channel by moving the sensor slightly or checking a known displacement point, then record direction, units, baseline, range, and warning values. During service, check whether data gaps match power failures, communication faults, storms, or cabinet maintenance. Keep spare connectors and labels for field work. When replacing a sensor, do not simply reuse the old zero value; record the replacement time, new model, serial number, range, calibration coefficient, and first stable reading. 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

For procurement teams, 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: What are GNSS used for?
    A: They measure movement such as relative displacement, crack width, expansion joint travel, bedrock deformation, rock layer movement, geogrid deformation, formwork settlement, and equipment stroke.

    Q: Which Kingmach models belong to this category?
    A: Common models include JMDL-21XXAT, JMDL-22XXAT, JMDL-24XXAT, JMDL-31XXAT, JMDL-32XXAT, JMDL-49XXAT, JMDL-52XXADT, JMCW-21XXADT, and JMLS-22XXADT.

    Q: What range should be selected first?
    A: Start from the expected movement. Short joint monitoring may need 20 mm to 100 mm, while draw-wire or equipment travel may require 500 mm to 2000 mm.

    Q: Can these products support remote monitoring?
    A: Yes. Several Kingmach models support digital transmission, RS485 communication, automatic acquisition, integrated testers, or unattended monitoring systems.

    Q: Why is the baseline reading important?
    A: All later movement is compared against the starting point. The baseline should be recorded after the sensor, bracket, anchor, cable, and structure are stable.

Reviews

Daniel Brown

Excellent environmental monitoring sensors. The data is consistent, and the system integrates smoothly with our existing setup.

Michael Anderson

The strain gauges and load cells are extremely accurate and stable. They performed very well in our bridge monitoring project. Highly recommended!

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