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crack gauge

The JMDL-52XXADT Differential Displacement Meter is one of the higher precision Kingmach crack gauge 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  crack gauge

Application of crack gauge

In building and high-formwork construction, crack gauge 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 crack gauge

The future of crack gauge

The future of crack gauge will be shaped by connected monitoring rather than isolated field readings. Kingmach products already include digital detection, RS485 communication on selected models, built-in memory, stored calibration data, and compatibility with automatic acquisition systems. The next practical step is cleaner connection between the sensor identity, the monitoring point, and the platform curve. A displacement value should arrive with its model, serial number, range, calibration coefficient, zero value, temperature, and installation position. That will reduce channel errors and make later review faster. In bridges, tunnels, dams, slopes, and foundation pits, future systems will compare displacement with strain, load, tilt, settlement, rainfall, water level, and construction events. Warnings will depend less on a single limit and more on the pattern of movement across several related sensors. 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 crack gauge

Care & Maintenance of crack gauge

For embedded crack gauge 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 crack gauge

crack gauge 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: What are crack gauge 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

Christopher Martinez

Very satisfied with the readouts & data loggers. User-friendly interface and supports multiple sensor inputs.

Andrew Lee

The visualization software is intuitive and powerful. It helps us analyze monitoring data efficiently.

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