EN
ar
bg
hr
cs
da
nl
fi
fr
de
el
hi
it
ko
no
pl
pt
ro
ru
es
sv
tl
iw
id
lv
lt
sr
sk
sl
uk
vi
et
hu
th
tr
fa
ms
hy
ka
ur
bn
mn
ta
kk
uz
ku
inclinometers
The JMZX-7100L sliding inclinometer is a field profiling instrument within the Kingmach inclinometers group. It is used for measuring horizontal displacement changes inside soil masses in dams, building foundations, embankment slopes, underground construction projects, geotechnical slopes, and port engineering. The instrument combines a sliding inclinometer probe with a 3D-MEMS silicon capacitor biaxial inclinometer sensor and an integrated testing instrument. It supports mobile phone APP reading, Bluetooth transmission, large storage capacity for millions of readings, data download for numerical and graphical analysis, real-time wireless network sending, Chinese and English menus, and dedicated post-processing software. Published specifications include +/-90 degrees sensor range, 500 mm guide wheel spacing reference, a probe size of 26 mm by 776 mm, 8.5 kg total weight, 2 kg probe weight, -20 degrees Celsius to +60 degrees Celsius operation, 180 m water pressure impermeability, and 100 g vibration resistance.
Application of inclinometers
Bridge monitoring uses inclinometers to observe pier rotation, bearing-area tilt, deck response, and substructure behavior that may not be obvious during visual inspection. A fixed JMQJ-7315ADS can measure biaxial tilt at structural points with 0.001 degree resolution and RS485 output, while JMQJ-7315RTU can transmit tilt data over 4G where cable routing is difficult. Tilt readings should be reviewed with temperature, traffic loading, bearing condition, deflection, strain, and settlement data. A small angular change near one pier has a different meaning from a synchronized response across several supports. The installation record should state axis direction, mounting face, baseline date, communication channel, and nearby structural member. This makes the bridge tilt curve useful for maintenance review, not just alarm display.
The future of inclinometers
Low-power acquisition will matter more for future inclinometers in remote or difficult sites. JMQJ-7915ATS includes a low-power mode that powers sensors only during measurement, and JMQJ-7315RTU uses battery-based wireless operation. These features are important for slopes, dams, railways, and temporary construction areas where mains power or frequent access may be limited. Future systems will likely use smarter wake-up intervals, battery health reporting, and power-aware sampling plans. The goal is not to reduce monitoring quality; it is to match energy use to the risk level and deformation speed. A stable slope may need slower readings, while an active excavation or storm period may need denser data. Power planning will become part of measurement planning.
Care & Maintenance of inclinometers
Waterproofing maintenance protects inclinometers in tunnels, slopes, dams, foundation pits, and outdoor structures. JMQJ-7315ADS lists IP68 protection, JMQJ-7315RTU lists IP65, JMQJ-7915ATS lists IP68, and JMZX-4QH lists IP67. These ratings help, but glands, connectors, cabinets, tube orifices, and field splices still need inspection after rain, flooding, dewatering, or washdown. Look for moisture inside enclosures, damaged seals, corrosion, loose plugs, and cable jacket cuts. For borehole systems, keep the orifice module protected from mud and site traffic. Record waterproof checks with date, weather, fault, repair action, and next reading. That record helps engineers separate true angular change from water-related data disturbance.
Kingmach inclinometers
Kingmach inclinometers are also part of a larger structural health monitoring ecosystem. Tilt data becomes stronger when it is reviewed with displacement transducers, settlement sensors, strain gauges, load cells, accelerometers, water level sensors, environmental instruments, readouts, cables, and visualization software. For example, a slope warning may combine deep inclinometer movement, rainfall, pore pressure, and surface crack readings. A bridge review may combine tilt, deflection, strain, temperature, and traffic loading. A building review may combine column tilt, foundation settlement, cracks, and nearby excavation records. Kingmach product categories cover many of these instrument layers, so the tilt point can be specified as part of a complete monitoring plan. That reduces gaps between measurement, acquisition, reporting, and site response.
FAQ
Q: How should inclinometers be installed?
A: The mounting surface or borehole position should be stable, the axis direction must be recorded, and the baseline should be saved after the instrument settles.Q: Why is axis direction important?
A: Tilt values only have engineering meaning when the positive and negative directions are tied to the structure, slope, tunnel, or borehole drawing.Q: Can these instruments work in wet sites?
A: Several Kingmach models list IP65, IP67, or IP68 protection, but glands, connectors, cabinets, and cable entries still need field inspection.Q: What should be checked during commissioning?
A: Check model, range, serial number, communication, power, baseline, point name, mounting photo, channel address, and related site condition.Q: Can a tiltmeter be reset after installation?
A: It can be re-baselined when necessary, but the old value, new value, reason, date, and technician should remain visible in the record.
Reviews
Andrew Lee
The visualization software is intuitive and powerful. It helps us analyze monitoring data efficiently.
Michael Anderson
The strain gauges and load cells are extremely accurate and stable. They performed very well in our bridge monitoring project. Highly recommended!
Latest Inquiries
To protect the privacy of our buyers, only public service email domains like Gmail, Yahoo, and MSN will be displayed. Additionally, only a limited portion of the inquiry content will be shown.
Harper***@gmail.comIndia
Dear Sir, we are planning to procure a complete monitoring system including strain gauges, tiltmeter...
Emma***@gmail.comCanada
Dear Sir/Madam, we are interested in displacement transducers and settlement sensors for a geotechni...