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Crack Meter
Kingmach Crack Meter cover a broad group of displacement measurement products for civil, geotechnical, hydropower, transportation, and industrial projects. The product category includes short-range crack gauges, general-purpose displacement meters, differential displacement meters, flexible geogrid meters, multipoint rock displacement meters, single-point bedrock meters, formwork displacement meters, wire rope sensors, magnetostrictive displacement meters, and GNSS displacement devices. This range matters because displacement measurement is not one mechanical condition. A bridge joint may need 20 mm to 100 mm differential monitoring, while a draw-wire application may require 500 mm to 2000 mm travel. Some projects need embedded anchoring and grouting, while others need surface brackets, universal bases, or a cable pulled between two points. Kingmach supports these different layouts with digital output, stored calibration data, waterproof structures, and automatic acquisition compatibility. The goal is to give engineers stable movement data that can be traced from sensor body to monitoring platform. 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 Meter
In tunnel engineering, Crack Meter help monitor surrounding rock deformation, lining movement, tunnel portal displacement, clearance change, and crack opening after excavation. Tunnel sites often have wet air, dust, restricted access, and changing support stages, so the instrument must hold a stable baseline through construction disturbance. Kingmach JMDL-31XXAT multipoint displacement meters use drilling and grouting with anchor heads at different depths, allowing engineers to compare the movement of separate rock layers. The series lists 50 mm, 100 mm, and 200 mm ranges with 0.01 mm resolution. JMDL-32XXAT single-point bedrock meters can be embedded with a flange, tie rod, anchor head, and PVC pipe assembly. JMLS-22XXADT wire rope sensors can watch longer displacement paths or tunnel wall clearances. These readings help site teams decide whether deformation is responding to excavation sequence, groundwater, lining timing, nearby blasting, or long-term ground pressure. During operation, the monitoring team should keep the baseline, temperature, inspection notes, and nearby sensor behavior in the same review file. This makes it easier to tell whether a movement trend comes from normal service, a repair event, changing load, water influence, or developing structural risk. Clear records also help owners decide when a field inspection is needed instead of waiting for visible damage.
The future of Crack Meter
The future of Crack Meter will include more mixed measurement packages rather than single-sensor orders. A slope package may combine GNSS, multipoint displacement, crack gauges, pore pressure, rainfall, and tilt. A bridge package may combine differential displacement, strain gauges, load cells, accelerometers, temperature, and bearing inspection records. A tunnel package may combine multipoint displacement, convergence, lining strain, water pressure, and vibration. Kingmach already provides a broad product ecosystem across displacement, strain, load, settlement, tilt, environmental monitoring, acquisition equipment, cables, and software. The next step is project-specific packaging where the displacement instrument is selected together with its data logger, cable, cabinet, communication route, warning logic, and maintenance plan. That approach reduces mismatched hardware and makes the monitoring system easier to operate after handover. It also helps procurement teams compare complete monitoring functions instead of comparing sensor names alone. For complex infrastructure, the package should define which movement point answers which engineering question before hardware is ordered.
Care & Maintenance of Crack Meter
For flexible geogrid Crack Meter, installation care is more important than later access because the product may be buried inside reinforced soil. Kingmach JMDL-24XXAT uses a bendable measuring rod, 30 mm and 50 mm ranges, 0.01 mm sensitivity, 0.5%FS accuracy, 20-point curve fitting, and a designed service life up to 30 years. Both ends of the geogrid should be clamped with the flexible sensor sections using mounting brackets so deformation transfers reliably. Avoid sharp bending, cable tension, bracket slippage, and damage during filling or compaction. Record the geogrid layer, chainage, depth, sensor direction, zero value, and backfill date. During operation, compare displacement with settlement and rainfall records. If the trend changes after heavy rain, traffic loading, or nearby excavation, inspect accessible cabinets and cables before deciding whether the buried geogrid movement itself has changed. 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 Meter
For procurement teams, Crack Meter 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: Which Crack Meter handle long travel?
A: JMLS-22XXADT wire rope sensors cover 0 to 500 mm, 0 to 1000 mm, and 0 to 2000 mm ranges, while JMCW-21XXADT magnetostrictive meters cover 0 to 1000 mm absolute position measurement.
Q: What is the difference between wire rope and magnetostrictive types?
A: Wire rope sensors convert cable extension or retraction into displacement data, while magnetostrictive meters use non-contact sensing for absolute linear position.
Q: What protection ratings are listed?
A: Product information lists IP67 for the JMLS-22XXADT wire rope sensor and IP67 for the JMCW-21XXADT magnetostrictive meter.
Q: What communication is available?
A: Both products list RS485 communication, which supports digital connection to acquisition systems.
Q: Where are long-travel models used?
A: They are used in dam monitoring, geohazard prevention, machinery position, hydraulic cylinders, gate movement, tunnel clearances, and structural displacement between two points.
Reviews
Michael Anderson
The strain gauges and load cells are extremely accurate and stable. They performed very well in our bridge monitoring project. Highly recommended!
Christopher Martinez
Very satisfied with the readouts & data loggers. User-friendly interface and supports multiple sensor inputs.
Latest Inquiries
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Evelyn***@gmail.comSouth Africa
Hi, we are a contractor working on tunnel construction and need settlement sensors and displacement ...
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Dear Sir/Madam, we are interested in displacement transducers and settlement sensors for a geotechni...