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linear displacement sensor

The JMDL-32XXAT Smart Single-Point Bedrock Displacement Meter extends Kingmach linear displacement sensor 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  linear displacement sensor

Application of linear displacement sensor

In building and high-formwork construction, linear displacement sensor 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 linear displacement sensor

The future of linear displacement sensor

Future linear displacement sensor will also become easier to install in cramped and irregular field locations. Many monitoring points are not clean laboratory setups; they are narrow tunnel headings, wet dam galleries, crowded bridge joints, temporary formwork frames, steep slopes, and machinery spaces with limited room for tools. Smaller housings, clearer mounting accessories, stronger cable exits, and simpler alignment checks will reduce installation errors. Kingmach already uses several physical formats, including crack gauges with measuring rods and bases, draw-wire sensors for longer travel, embedded bedrock assemblies, flexible geogrid meters, and non-contact magnetostrictive meters. Future product development can make these formats more modular, so engineers select the mounting kit, cable protection, connector type, and acquisition method together. That would shorten commissioning time and make later maintenance less dependent on the original installer. For projects with many measurement points, practical installation improvements can be as important as another decimal place of resolution, because a well-mounted sensor gives cleaner data from the beginning.

Care & Maintenance of linear displacement sensor

Care & Maintenance of linear displacement sensor

For embedded linear displacement sensor 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 linear displacement sensor

linear displacement sensor 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 linear displacement sensor 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

Matthew Garcia

Instrumentation cables are durable and perform well even in harsh environments. Will definitely order again.

Robert Taylor

The weir flow meter is well-built and delivers accurate measurements. Great value for water management applications.

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