±0.1° triaxial inclination
H310-TS350M combines the ±0.1° accuracy grade with X/Y/Z sensing. Define the reported angle channels and axis convention for your mounting arrangement.
Triaxial tilt sensor.
Medium precision.
±0.1° accuracy.
H310-TS350M is a medium-precision triaxial tilt sensor with ±0.1° accuracy for racks, poles, fixed supports and machine frames. One-minute acquisition and four-hour scheduled reporting support regular inclination records across distributed assets. Choose the measured member and installation reference around the angle changes that matter to your project.
±0.1°Medium precision accuracyH310-TS350M
X/Y/ZThree-axis sensingAngle outputs by supplied protocol
4 hoursScheduled reporting1-minute acquisition
KEY FEATURES
Made for the way
you monitor.
Triaxial inclination monitoring with ±0.1° accuracy, one-minute acquisition and the connectivity selected for your installation.
One-minute acquisition
A one-minute acquisition interval provides frequent observations at the mounting point. Keep acquisition separate from the schedule for transmitting readings.
Four-hour scheduled reporting
A four-hour report schedule connects distributed measurements to Hitelecom Cloud or a compatible customer platform, using the selected radio and interface.
Protection for the installation
Choose a metal IP68 or plastic IP66 enclosure. The specified operating temperature is −40°C to +85°C; select the mounting kit for the measured member.
Commission with NFC
NFC activation and local configuration support installation and device commissioning. Record the asset ID, initial angle and orientation before monitoring.
An integration-ready project
Select 4G LTE, NB-IoT or LoRa by device variant. Agree the message fields and platform interface; remote firmware updates are available on supported versions.
A CLEARER VIEW OF CHANGE
Measure the angle.
Follow the trend.
H310-TS350M brings ±0.1° triaxial inclination monitoring to defined points on racks, poles, supports and equipment frames. Start with the angle change that needs review, then check the accuracy grade, mounting and environmental conditions. A clear installation reference makes readings from each point useful in a wider inspection programme.
Find your applicationONE REPORTED INCLINATION CHANNELIllustrative readings
Installation reference0.3°
Later reading0.5°
Change from reference+0.2°
One reported inclination channel, shown for illustration. Range, resolution and review thresholds are specified separately.
- 01
Define the point and orientation
Fix the sensor to the selected member. Record its asset ID, bracket position, axis orientation and initial angle after installation.
- 02
Match the grade to the change
Assess the required angle change against ±0.1° accuracy. Specify the working range, reported increment and applicable test conditions for each reported channel.
- 03
Give the history a purpose
Assign review conditions and responsibilities. Validate readings, scheduled messages and the platform workflow using the completed installation.
ACQUISITION & REPORTING
Frequent sensing.
Scheduled reporting.
H310-TS350M acquires readings every minute and transmits scheduled reports every four hours. The datasheet states a 10-year reference operating profile at 25°C with normal signal conditions.
1 min
Acquisition interval
Frequent sensing at the installed monitoring point.
4 hours
Scheduled reporting
Six scheduled report intervals per day.
240
Acquisition cycles
Acquisition cycles between scheduled reports at this reference profile.
10 years*
Reference battery life
1-min acquisition, 4-hour reporting, 25°C and normal signal.
H310-TS350M · REFERENCE PROFILE1-minute acquisition.
4-hour scheduled reporting.
4-hour scheduled reporting.
Actual battery life varies with enabled functions, event frequency and radio retries. Acquisition cycles do not specify how many individual samples a report contains or how long data are retained. Agree any event-reporting and notification requirements for the supplied configuration.
APPLICATIONS
Different structures.
One focused measurement.
Explore inclination-monitoring tasks across warehouse racking, infrastructure, industrial equipment and energy assets. Each task identifies a member, mounting point and project decision for the ±0.1° triaxial model.
9 industry categories 54 monitoring tasks
Application illustrations show monitoring environments; they are not customer installation records.
01Smart warehousing6 monitoring tasks +
Pallet racks, automated high-bay storage, mobile systems and mezzanines, with each point linked to its aisle, member and mounting reference.
Warehouse racking
Local inclination of the selected warehouse rack upright relative to its installation baseline.
Build a distributed inclination record for pallet-rack uprights with the H310-TS350M. Use the ±0.1° accuracy grade where it meets the warehouse’s review objective, then identify each sensor by aisle, bay and mounting direction. Comparing like-for-like loading states helps the maintenance team follow persistent changes after handling incidents, rack adjustments or reconfiguration.
- Inclination to monitor
- Local inclination of the selected warehouse rack upright relative to its installation baseline.
- Monitoring point
- Selected uprights representing the rack locations in the monitoring plan.
- Plan your installation
- Share the rack layout, upright dimensions, expected loading conditions and required inspection notifications.
Automated high-bay racking
Local inclination of the approved high-bay rack upright, outside moving-equipment clearances.
Organize orientation records by rack row and service location in an automated storage installation. The H310-TS350M is an option where ±0.1° accuracy fits the structural inclination objective. Keep the fixing clear of stacker cranes, shuttles and loads, and compare the same upright under agreed operating states rather than treating the sensor as a machinery alignment instrument.
- Inclination to monitor
- Local inclination of the approved high-bay rack upright, outside moving-equipment clearances.
- Monitoring point
- An approved high-bay rack upright outside moving-equipment clearances.
- Plan your installation
- Rack height, access restrictions, crane clearances, loading states, point identification.
Cantilever racking
Local inclination of the selected cantilever-rack upright relative to its commissioning reference.
Associate inclination readings with named cantilever-rack columns and their stored loads. The H310-TS350M supports distributed reference checks where ±0.1° accuracy meets the required review scale. Record arm layouts and loading changes so the team can compare the same column after servicing or a reported impact without confusing different load arrangements.
- Inclination to monitor
- Local inclination of the selected cantilever-rack upright relative to its commissioning reference.
- Monitoring point
- A rigid position on the selected cantilever-rack upright, clear of storage arms and handling contact.
- Plan your installation
- Share upright and base details, arm loading patterns, stored product lengths, handling clearances and the rack inspection plan.
Drive-in pallet racking
Local inclination of the selected drive-in rack upright under documented loading conditions.
Keep lane-based inclination records in drive-in pallet racking. Install the H310-TS350M at an approved upright point outside forklift and pallet clearances, using ±0.1° accuracy where it matches the task. Loading sequence, lane identity and maintenance history help the warehouse team interpret later readings from the same structural member.
- Inclination to monitor
- Local inclination of the selected drive-in rack upright under documented loading conditions.
- Monitoring point
- An approved rack upright position outside forklift travel paths and pallet-support clearances.
- Plan your installation
- Provide lane depth, rack layout, support-rail arrangement, loading sequence, handling clearances and inspection responsibilities.
Mobile pallet racking
Static inclination of the selected upright at the agreed parked position and loading state.
Record upright orientation on mobile pallet racks after they reach agreed stationary positions. The H310-TS350M suits reference checks where ±0.1° accuracy is sufficient and the mounting remains rigid. Pair readings with carriage position and loading notes to review setup or maintenance changes while the rack’s normal drive and safety systems manage movement.
- Inclination to monitor
- Static inclination of the selected upright at the agreed parked position and loading state.
- Monitoring point
- A rigid upright point clear of moving equipment, compared at agreed stationary carriage positions.
- Plan your installation
- Confirm mobile-base design, parked reference position, rack loads, travel clearances, movement schedule and maintenance access.
Mezzanine columns
Local inclination of the selected mezzanine support column along the defined measurement direction.
Maintain an inclination history for named columns supporting a warehouse mezzanine or storage platform. Select the H310-TS350M where ±0.1° accuracy meets the installation’s monitoring objective. Record representative loads and mounting directions before comparing readings following equipment relocation, storage changes or support maintenance; use the actual project height and structure details.
- Inclination to monitor
- Local inclination of the selected mezzanine support column along the defined measurement direction.
- Monitoring point
- A structural column location selected in the platform monitoring plan.
- Plan your installation
- Column grid, platform loads, connection details, altered layouts, inspection access.
02Poles & towers6 monitoring tasks +
Lighting, power, telecom and roadside supports, identified by asset number and an approved structural fixing.
Street light poles
Local inclination of the monitored pole section relative to the recorded installation reference.
Create a consistent inclination record across dispersed street-light poles. The H310-TS350M offers the ±0.1° accuracy grade for projects whose useful review changes match that specification. Tie each reading to a pole number and rigid mounting direction, allowing field teams to compare references after servicing, nearby works or reported contact.
- Inclination to monitor
- Local inclination of the monitored pole section relative to the recorded installation reference.
- Monitoring point
- The pole or structural support selected for monitoring.
- Plan your installation
- Provide pole dimensions, mounting height, local network coverage and the required reporting schedule.
Transmission towers
Local angular change of the selected transmission-tower member at its fixed mounting point.
Keep named inclination references for approved transmission-tower members. Use the H310-TS350M when ±0.1° accuracy meets the utility’s local-angle objective, with the measuring direction and member elevation recorded. Comparing readings across maintenance periods can support planned inspection review alongside foundation checks and the utility’s established monitoring measurements.
- Inclination to monitor
- Local angular change of the selected transmission-tower member at its fixed mounting point.
- Monitoring point
- Structural members identified for the tower’s monitoring objective.
- Plan your installation
- Identify the tower member, mounting arrangement, site access requirements and any complementary foundation measurements.
Telecom towers
Local inclination of the selected mast section, tower member or structural support.
Maintain point-based inclination histories across a telecom-site portfolio. The H310-TS350M is an option for tasks compatible with ±0.1° accuracy, such as reviewing a named support after servicing or foundation works. Document the structural member and mounting height so later comparisons describe its local inclination rather than the setting of an adjustable antenna bracket.
- Inclination to monitor
- Local inclination of the selected mast section, tower member or structural support.
- Monitoring point
- Selected mast sections, tower members or structural supports.
- Plan your installation
- Share the tower layout, monitored elements, wireless coverage and the platform used by your maintenance team.
Billboard support poles
Local inclination of the selected billboard pole or frame member from its reference orientation.
Tie billboard-support inclination records to the sign location and its maintenance history. Where ±0.1° accuracy meets the review objective, the H310-TS350M can support dispersed asset checks following panel changes, support repairs or nearby works. Keep the pole reference separate from adjustable display components and confirm the actual fixing arrangement.
- Inclination to monitor
- Local inclination of the selected billboard pole or frame member from its reference orientation.
- Monitoring point
- The support pole or frame member selected in the project plan.
- Plan your installation
- Provide support dimensions, mounting access, site exposure and the required measurement and notification schedule.
Roadside equipment poles
Local inclination of a selected roadside pole or fixed crossarm support relative to its installation reference.
Build an inclination history for roadside equipment poles identified in the asset register. The H310-TS350M suits local orientation checks where ±0.1° accuracy is sufficient. Relate readings to the same pole section and record service visits or equipment changes, giving road-maintenance teams useful context for follow-up inspection.
- Inclination to monitor
- Local inclination of a selected roadside pole or fixed crossarm support relative to its installation reference.
- Monitoring point
- An approved rigid pole or crossarm-support section, clear of adjustable equipment brackets.
- Plan your installation
- Pole identifier, member and mounting height, equipment layout, access permissions and required local-angle accuracy.
Distribution poles
Local inclination of the selected distribution pole relative to its documented installation reference.
Organize inclination records for distribution poles by pole number and line section. Use the H310-TS350M where ±0.1° accuracy fits the inspection objective, maintaining required electrical clearances and a rigid fixing. The record can accompany routine line rounds, drainage observations and checks following pole-mounted equipment maintenance.
- Inclination to monitor
- Local inclination of the selected distribution pole relative to its documented installation reference.
- Monitoring point
- The designated rigid section of the distribution pole.
- Plan your installation
- Pole material and number; pole-mounted equipment layout; roadside drainage conditions; utility access permissions; feeder maintenance schedule.
03Bridges, roads & ports6 monitoring tasks +
Local inclination at selected bridge, retaining-wall and marine structural points, interpreted with the project’s engineering records.
Bridge elements
Local angular change at the selected bridge pier, abutment or structural-member mounting point.
Keep a local angle record for selected bridge piers or structural members during defined maintenance or inspection stages. The H310-TS350M is appropriate only where ±0.1° accuracy satisfies that objective. Fixing direction, comparable load states and work records make the data useful alongside the bridge’s existing survey and inspection programme.
- Inclination to monitor
- Local angular change at the selected bridge pier, abutment or structural-member mounting point.
- Monitoring point
- Piers, abutments or members identified in the bridge monitoring plan.
- Plan your installation
- State the monitoring objective, mounting positions and working angle range; include survey requirements where displacement is also needed.
Bridge abutments & wing walls
Local inclination of the selected abutment or wing-wall surface along the agreed measurement direction.
Associate local inclination readings with named bridge-abutment or wing-wall sections. Where the engineering review permits ±0.1° accuracy, the H310-TS350M can support reference comparisons before and after maintenance or nearby works. Keep drainage, loading and survey notes with the record rather than interpreting a point reading as overall abutment movement.
- Inclination to monitor
- Local inclination of the selected abutment or wing-wall surface along the agreed measurement direction.
- Monitoring point
- A designated face of the abutment or a selected wing-wall section.
- Plan your installation
- Abutment or wall drawing; backfill and drainage layout; nearby works schedule; mounting access.
Bridge-deck structural points
Local angular change at the designated bridge-deck point under comparable observation conditions.
Maintain an inclination reference at an approved bridge-deck structural point where ±0.1° accuracy meets a stated local-angle objective. The H310-TS350M can record comparable installation or maintenance states with the load condition documented. Use separate instruments and analysis for deck displacement, deflection or vibration assessment.
- Inclination to monitor
- Local angular change at the designated bridge-deck point under comparable observation conditions.
- Monitoring point
- A designated rigid location on the monitored deck member.
- Plan your installation
- Deck-member drawing; rotation axis; comparable vehicle-loading conditions; observation schedule.
Highway retaining walls
Local inclination of the selected retaining-wall body relative to the installation baseline.
Build section-based inclination records along highway retaining walls. The H310-TS350M can serve projects with a local rotation objective compatible with ±0.1° accuracy. Record wall location and reference conditions before comparing readings after maintenance or roadside works, using surveys and ground observations where the project also needs displacement information.
- Inclination to monitor
- Local inclination of the selected retaining-wall body relative to the installation baseline.
- Monitoring point
- A rigid surface on the selected retaining-wall section.
- Plan your installation
- Wall type and section layout; drainage locations; roadside access restrictions; monitoring directions.
Quay walls
Local angular change of the selected quay-wall section at its documented mounting point.
Associate inclination histories with named quay-wall sections and operating areas. Where ±0.1° accuracy meets the local-angle objective, the H310-TS350M can help compare references across maintenance or changes in quay use. Record water-level and loading context and combine the readings with the port’s normal survey and inspection procedures.
- Inclination to monitor
- Local angular change of the selected quay-wall section at its documented mounting point.
- Monitoring point
- A selected rigid quay-wall element accessible from the working side.
- Plan your installation
- Quay-wall type; tidal exposure; operating-load conditions; corrosion and mounting requirements.
Jetty supports
Local inclination of the selected fixed jetty support member relative to its reference orientation.
Keep a repeatable inclination record for approved jetty supports. The H310-TS350M is an option where ±0.1° accuracy fits the review task, with each point linked to its pile or support identifier. Compare agreed loading states and inspection periods, and confirm the enclosure, bracket and maintenance access for the waterfront environment.
- Inclination to monitor
- Local inclination of the selected fixed jetty support member relative to its reference orientation.
- Monitoring point
- A designated fixed pile, column or support member.
- Plan your installation
- Support-member geometry; tidal access window; vessel-operation periods; marine exposure conditions.
04Railways & tunnels6 monitoring tasks +
Operator-approved fixed structures along rail, metro and tunnel routes, with chainage and installation references retained.
Railway infrastructure
Local inclination of the approved retaining wall, catenary support or stationary railway member.
Organize inclination records for selected fixed structures beside a railway. Use the H310-TS350M where ±0.1° accuracy meets the project’s local structural review requirement. Connect readings to route chainage and approved access windows so comparisons after ground works or maintenance stay associated with the correct structure and installation reference.
- Inclination to monitor
- Local inclination of the approved retaining wall, catenary support or stationary railway member.
- Monitoring point
- Approved points on retaining walls, catenary supports or stationary members.
- Plan your installation
- Share the site access plan, operating conditions, communications route and required notification time.
Tunnel monitoring
Local angular change of the selected tunnel lining segment or structural support.
Keep point-based inclination histories at selected tunnel-lining sections. The H310-TS350M is suitable where the engineering task accepts ±0.1° accuracy and an approved rigid mounting can be established. Relate readings to chainage, construction or maintenance stages and the project’s survey records; one angle record does not describe overall tunnel convergence.
- Inclination to monitor
- Local angular change of the selected tunnel lining segment or structural support.
- Monitoring point
- Selected lining segments, structural supports or approved mounting points.
- Plan your installation
- Provide the tunnel section, monitoring locations, underground communications route and any separate convergence measurement requirements.
Metro and subway structures
Local inclination of the monitored station column, tunnel element or retaining structure.
Provide named inclination records for fixed metro or subway structures where ±0.1° accuracy satisfies the monitoring brief. The H310-TS350M can support checks around installation, nearby works or planned maintenance. Record the exact member, station or chainage and compare similar operating states alongside the operator’s established inspection process.
- Inclination to monitor
- Local inclination of the monitored station column, tunnel element or retaining structure.
- Monitoring point
- Station columns, tunnel elements or retaining structures in the monitoring design.
- Plan your installation
- Share the work stages, permitted access times, mounting constraints and route from underground sensors to the platform.
Catenary masts
Local inclination of the selected catenary mast at its defined structural mounting point.
Maintain inclination references for selected catenary support masts along a route. Use the H310-TS350M when ±0.1° accuracy meets the local mast-review objective and the mounting is approved by the operator. Link readings to mast numbers and service periods, preserving all electrical, access and equipment-clearance requirements.
- Inclination to monitor
- Local inclination of the selected catenary mast at its defined structural mounting point.
- Monitoring point
- Secure to the mast at the operator-approved position and orientation.
- Plan your installation
- Mast type; asset reference; approved mounting zone; electrical clearances; maintenance access.
Track-support slabs
Slow local rotation of the selected track-support slab under comparable observation conditions.
Compare inclination references at selected track-support slabs where ±0.1° accuracy is adequate for a defined installation or maintenance task. The H310-TS350M should be fixed at an operator-approved point and interpreted at comparable conditions. It provides a local angle record alongside surveys, rather than a direct rail geometry or displacement result.
- Inclination to monitor
- Slow local rotation of the selected track-support slab under comparable observation conditions.
- Monitoring point
- Use an engineered fixing on the approved slab or base-element location.
- Plan your installation
- Slab type; measurement axes; reference conditions; fastening design; operator approval.
Tunnel portals
Local inclination of the selected tunnel-portal wall or engineered support element.
Keep an inclination history for named tunnel-portal supports and approach structures. The H310-TS350M can support projects whose local-angle review objective is compatible with ±0.1° accuracy. Record fixing direction and site works so later measurements can be compared with the installation reference and the engineer’s surrounding-ground observations.
- Inclination to monitor
- Local inclination of the selected tunnel-portal wall or engineered support element.
- Monitoring point
- Fix to the designated portal wall or structural support member.
- Plan your installation
- Portal arrangement; support stage; monitored member; work sequence; installation access.
05Slopes, dams & embankments6 monitoring tasks +
Rigid facing and support elements selected within an engineering plan for slopes, dikes, dams and retaining structures.
Slopes and embankments
Local inclination of the selected surface monitoring element or retaining structure.
Build inclination histories for selected rigid elements on engineered slopes and embankments. The H310-TS350M is an option where ±0.1° accuracy meets the stated surface-angle objective. Keep the mounting reference and location with drainage inspections and maintenance records, using separate methods when the project needs soil displacement or subsurface movement data.
- Inclination to monitor
- Local inclination of the selected surface monitoring element or retaining structure.
- Monitoring point
- Surface elements or retaining structures selected by the monitoring designer.
- Plan your installation
- Provide the slope layout, surface fixing method, site exposure and the wider monitoring plan for ground movement.
Sea dikes, dams and reservoir slopes
Local inclination of the designated surface structure, facing element or retaining member.
Maintain named inclination references on sea-dike or reservoir-slope structural elements. Use the H310-TS350M when ±0.1° accuracy is adequate for the selected review task. Compare consistent mounting directions and reference states alongside water-level observations, drainage checks and site inspections, with protection selected for the actual exposure.
- Inclination to monitor
- Local inclination of the designated surface structure, facing element or retaining member.
- Monitoring point
- Defined surface structures, facing elements or retaining members.
- Plan your installation
- State mounting locations, splash or immersion exposure, inspection access and the measurement and reporting profile.
Retaining walls
Local inclination of the selected embankment or industrial-platform retaining-wall section.
Keep an angle history for selected retaining structures across a site. The H310-TS350M suits local inclination tasks compatible with ±0.1° accuracy, with each sensor tied to a section and rigid fixing point. Document load changes and maintenance before comparing later readings against the same installation reference.
- Inclination to monitor
- Local inclination of the selected embankment or industrial-platform retaining-wall section.
- Monitoring point
- Fix to the selected retaining-wall body at the specified orientation.
- Plan your installation
- Wall type; retained height; nearby loading; construction sequence; mounting surface.
Open-pit retaining structures
Local angular change of the selected engineered facing or retaining element on the bench.
Organize inclination records for fixed retaining or support structures around open-pit benches. The H310-TS350M is an option where ±0.1° accuracy meets the local review objective. Connect readings to the bench, fixing direction and work stage, and assess them with the site’s surveys, geological observations and inspection procedures.
- Inclination to monitor
- Local angular change of the selected engineered facing or retaining element on the bench.
- Monitoring point
- Mount on a designed facing or retaining element selected for monitoring.
- Plan your installation
- Bench arrangement; monitored element; excavation schedule; blasting schedule; access conditions.
Concrete dams
Local angular change at the designated dam-block surface along the documented measurement axes.
Keep reference angle records at selected concrete-dam structural points where ±0.1° accuracy satisfies the particular monitoring objective. The H310-TS350M can support comparisons through agreed inspection or maintenance stages. Record water level and the mounting reference, and interpret the results within the dam owner’s wider engineering and survey programme.
- Inclination to monitor
- Local angular change at the designated dam-block surface along the documented measurement axes.
- Monitoring point
- Fix directly to the designated dam-block surface at the surveyed orientation.
- Plan your installation
- Dam-block reference; measurement axes; mounting elevation; inspection access; existing monitoring plan.
Reservoir-bank retaining walls
Local inclination of the selected shoreline retaining wall or engineered support element.
Associate inclination readings with reservoir-bank wall sections and their maintenance records. Where ±0.1° accuracy meets the local-angle review objective, the H310-TS350M can support comparisons following drainage work or other site changes. Select a rigid, accessible mounting and keep water-level context with each period of review.
- Inclination to monitor
- Local inclination of the selected shoreline retaining wall or engineered support element.
- Monitoring point
- Secure to the selected shoreline retaining wall or structural support element.
- Plan your installation
- Bank section; retaining form; water-level exposure zone; shoreline access; maintenance programme.
06Construction & temporary works6 monitoring tasks +
Named structural points across erection, loading and maintenance stages, with reference conditions documented.
Construction and temporary structures
Local rotation of the approved temporary support, retaining structure or neighbouring structural element.
Keep inclination references for selected temporary support frames during agreed construction stages. The H310-TS350M is appropriate where ±0.1° accuracy matches the temporary-works monitoring brief. Tie readings to support IDs and loading steps so the site team can review installation or maintenance changes with its normal inspection and permit procedures.
- Inclination to monitor
- Local rotation of the approved temporary support, retaining structure or neighbouring structural element.
- Monitoring point
- Approved points on temporary supports, retaining structures or neighbouring assets.
- Plan your installation
- Share the construction sequence, planned sensor moves and the project’s notification and inspection process.
Excavation retaining walls
Local inclination of the selected excavation retaining-wall section at the specified structural point.
Build section-based inclination records on approved excavation-retaining structures. Use the H310-TS350M only where ±0.1° accuracy meets the designer’s local-angle objective. Identify each fixing and work stage so the readings can be compared with bracing changes, inspection findings and the project’s separate measurements of ground and wall movement.
- Inclination to monitor
- Local inclination of the selected excavation retaining-wall section at the specified structural point.
- Monitoring point
- A designated rigid face of the retaining-wall element.
- Plan your installation
- Retaining-wall system; excavation stages; support sequence; required measurement axes.
Falsework & formwork supports
Local inclination of the approved temporary support-frame member under the agreed project conditions.
Maintain named inclination references for selected falsework support frames. The H310-TS350M can support tasks compatible with ±0.1° accuracy during documented installation or loading states. Keep the same member and mounting reference through the review period; support capacity and permission to load remain part of the temporary-works engineering process.
- Inclination to monitor
- Local inclination of the approved temporary support-frame member under the agreed project conditions.
- Monitoring point
- An engineer-selected upright or rigid support-frame member.
- Plan your installation
- Engineered support layout; member designation; pour or loading sequence; installation clearance.
Steel-column erection
Local inclination of the selected steel column along the defined erection-monitoring direction.
Keep an orientation record for selected steel columns after they reach agreed stable erection stages. The H310-TS350M suits reference checks where ±0.1° accuracy meets the task. Connect readings to column marks, temporary bracing and connection work, supplementing the survey and inspection methods used to set the frame.
- Inclination to monitor
- Local inclination of the selected steel column along the defined erection-monitoring direction.
- Monitoring point
- A designated rigid mounting face on the selected steel column.
- Plan your installation
- Column section; erection sequence; bracing and connection stages; survey reference plan.
Buildings beside construction
Local angular change of the approved load-bearing building member beside the works.
Provide named inclination histories at approved building points beside construction works. The H310-TS350M is suitable where ±0.1° accuracy meets the defined local-angle review objective. Keep work-stage records and owner-approved mounting details, and assess the data with the project’s established building surveys and inspections.
- Inclination to monitor
- Local angular change of the approved load-bearing building member beside the works.
- Monitoring point
- A selected structural wall, column or other designated rigid element.
- Plan your installation
- Building structure and condition; distance to works; mounting permission; pre-work baseline period.
Modular & site buildings
Local inclination of the selected modular-building base frame or fixed structural support.
Keep an inclination reference for modular building frames after placement and support adjustment. The H310-TS350M suits setup and maintenance checks where ±0.1° accuracy is sufficient. Associate the measuring point with the module identifier, support arrangement and loading state so later comparisons describe the same structural frame.
- Inclination to monitor
- Local inclination of the selected modular-building base frame or fixed structural support.
- Monitoring point
- A rigid frame column or beam designated in the monitoring layout.
- Plan your installation
- Module layout; support and anchorage details; relocation plan; intended occupancy period.
07Heritage, buildings & trees6 monitoring tasks +
Conservation- or arborist-approved measuring points on buildings, historic members and trees.
Heritage buildings and ancient pagodas
Local inclination of the agreed heritage structural element at the approved mounting position.
Maintain inclination records at approved heritage-building or pagoda members where ±0.1° accuracy meets the conservation task. The H310-TS350M can support defined before-and-after comparisons around maintenance or nearby works. Agree fixing methods with the conservation team, and relate each local record to the building survey and inspection history.
- Inclination to monitor
- Local inclination of the agreed heritage structural element at the approved mounting position.
- Monitoring point
- Structural elements and fixing locations agreed with the conservation team.
- Plan your installation
- Include the approved attachment method, surface restrictions, access arrangements and intended monitoring period.
Existing buildings & repair works
Local angular change of the engineer-selected load-bearing wall, column or structural member.
Keep named inclination references during inspection or repair of an existing building. Select the H310-TS350M where ±0.1° accuracy satisfies the engineer’s local monitoring brief and the mounting point is suitable. Record repair stages and reference conditions so the angle history accompanies the building’s surveys and professional assessment.
- Inclination to monitor
- Local angular change of the engineer-selected load-bearing wall, column or structural member.
- Monitoring point
- Load-bearing walls, columns or other structural members selected by the engineer.
- Plan your installation
- Provide the site access plan, approved monitoring points, required notification time and engineering review process.
Urban trees
Local inclination of the trunk at the documented attachment position and measurement direction.
Keep an inclination history for selected urban trees as part of an arborist-defined monitoring plan. The H310-TS350M is an option where ±0.1° accuracy meets the intended review scale. Use a suitable non-injurious mounting arrangement and record its condition so changing fixings are distinguished from changes at the trunk reference.
- Inclination to monitor
- Local inclination of the trunk at the documented attachment position and measurement direction.
- Monitoring point
- An arborist-selected trunk section with an approved non-injurious attachment checked throughout the monitoring period.
- Plan your installation
- Identify the tree, attachment method, growth-related inspection needs and environmental conditions used for comparison.
Historic masonry walls
Local inclination of the selected masonry wall surface at the conservation-approved mounting point.
Associate inclination records with named historic masonry-wall sections where ±0.1° accuracy matches the review objective. The H310-TS350M can support reference comparisons through repairs or nearby works. Agree the attachment with the conservation team and keep wall-condition observations with the record rather than drawing a condition verdict from angle alone.
- Inclination to monitor
- Local inclination of the selected masonry wall surface at the conservation-approved mounting point.
- Monitoring point
- A defined wall section at a conservation-approved attachment location.
- Plan your installation
- Wall construction and surface condition; crack survey; drainage context; permitted attachment; conservation access restrictions.
Historic timber frames
Local angular change of the selected timber post or structural member at the approved fixing.
Keep an inclination history for approved timber-frame members in heritage buildings. Use the H310-TS350M where ±0.1° accuracy meets the conservation brief, documenting the attachment and initial orientation. Relate later readings to repair stages, loading and environmental records, while inspections provide the context for interpreting the selected member.
- Inclination to monitor
- Local angular change of the selected timber post or structural member at the approved fixing.
- Monitoring point
- The selected timber column or beam at an approved attachment point.
- Plan your installation
- Timber member identification; joint and frame survey; surface protection rules; approved attachment; repair sequence.
Veteran & heritage trees
Local trunk inclination at the approved attachment position, checked as the tree grows.
Build a named inclination reference for selected veteran or heritage trees where ±0.1° accuracy is useful to the arborist’s plan. The H310-TS350M can support comparisons around site works or maintenance visits. Confirm a suitable attachment and inspect it periodically as the tree grows, recording weather and ground-condition context.
- Inclination to monitor
- Local trunk inclination at the approved attachment position, checked as the tree grows.
- Monitoring point
- An arborist-selected trunk section with an approved non-injurious attachment checked throughout the monitoring period.
- Plan your installation
- Tree identity and protection requirements; specialist-approved attachment; trunk growth allowance; conservation records; external weather observations.
08Industrial equipment6 monitoring tasks +
Rigid equipment frames and support structures compared at defined stationary or repeatable operating states.
Large equipment and injection-moulding machines
Static inclination of the selected machine base or frame under comparable stationary conditions.
Keep reference orientation records for injection-moulding machines and other large fixed equipment. The H310-TS350M suits installation and maintenance reviews where ±0.1° accuracy meets the task. Compare stationary states after relocation or support work, linking each reading to the machine and rigid base rather than covers, hoses or moving components.
- Inclination to monitor
- Static inclination of the selected machine base or frame under comparable stationary conditions.
- Monitoring point
- Rigid points on the machine base or frame representing the required orientation.
- Plan your installation
- Specify levelling requirements, site temperature, operating vibration and the conditions under which readings will be compared.
Heavy machine-tool bases
Static inclination of the approved machine-tool base with comparable carriage, load and thermal states.
Build an inclination history for selected heavy machine-tool bases where ±0.1° accuracy is adequate for the maintenance objective. The H310-TS350M can compare named reference states around relocation or foundation servicing. Keep machine conditions consistent and retain the manufacturer’s dedicated alignment and levelling checks for commissioning.
- Inclination to monitor
- Static inclination of the approved machine-tool base with comparable carriage, load and thermal states.
- Monitoring point
- A manufacturer-approved rigid base location representing the selected orientation.
- Plan your installation
- Machine type, carriage position, load arrangement, thermal state, reference checks.
Production-line frames
Slow inclination change of the selected fixed load-bearing frame under agreed stationary conditions.
Keep inclination references for fixed production-line frames, assembly supports and stationary fixture setups. The H310-TS350M is appropriate where ±0.1° accuracy fits the setup or maintenance task. Record a defined rest position and representative load before comparing changes after adjustment, line reconfiguration or support servicing.
- Inclination to monitor
- Slow inclination change of the selected fixed load-bearing frame under agreed stationary conditions.
- Monitoring point
- A fixed load-bearing frame member, away from moving tooling and covers.
- Plan your installation
- Frame or stationary fixture details, mounting point, reference position, representative loads and required local-angle accuracy.
Heavy press bases
Static inclination of the approved press base or support frame in the agreed stopped state.
Maintain an inclination reference for selected heavy-press bases where ±0.1° accuracy meets the review objective. The H310-TS350M can support comparisons after relocation, support adjustment or foundation work at defined stationary states. Record press configuration and loading context, with dedicated instruments used for dynamic and alignment requirements.
- Inclination to monitor
- Static inclination of the approved press base or support frame in the agreed stopped state.
- Monitoring point
- A manufacturer-approved rigid base or support-frame surface, away from moving tooling.
- Plan your installation
- Identify the press type, foundation arrangement, stopped reference state, thermal conditions, permitted fixing and levelling procedure.
Fixed conveyor supports
Slow local inclination change of the selected fixed conveyor column or support frame.
Build point-based inclination records for conveyor supports and adjustable sections at defined rest positions. The H310-TS350M suits setup or maintenance checks where ±0.1° accuracy is sufficient. Keep the fixing on a rigid support, and compare the same loading state after leg adjustment, frame work or changes to the production layout.
- Inclination to monitor
- Slow local inclination change of the selected fixed conveyor column or support frame.
- Monitoring point
- A fixed load-bearing support column or frame, separate from moving belts and removable guards.
- Plan your installation
- Conveyor support geometry, stationary adjustment position, representative load, mounting clearance and required local-angle accuracy.
Pump-set support frames
Local inclination of an approved pump-set skid or fixed equipment-support frame at a defined reference state.
Keep a local inclination history for pump-set skids and fixed equipment-support frames. The H310-TS350M suits stationary reference checks where ±0.1° accuracy meets the maintenance brief. Compare approved installation or service states and note changes to supports, pipe loads or equipment configuration alongside the normal alignment and condition checks.
- Inclination to monitor
- Local inclination of an approved pump-set skid or fixed equipment-support frame at a defined reference state.
- Monitoring point
- The approved rigid skid or support-frame location, clear of rotating parts and removable covers.
- Plan your installation
- Pump or equipment layout, stationary reference state, pipe loads, support work and the required local-angle accuracy.
09Energy & utilities6 monitoring tasks +
Water, solar, storage and process-support structures, with loading, environment and the selected member recorded.
Elevated water-tank supports
Local inclination of the selected elevated-tank support member under documented loading conditions.
Maintain named inclination records for elevated-water-tank supports where ±0.1° accuracy meets the project objective. The H310-TS350M can compare a fixed structural point across agreed tank-level and maintenance states. Record support IDs, mounting directions and relevant service work so the angle history stays associated with the correct member.
- Inclination to monitor
- Local inclination of the selected elevated-tank support member under documented loading conditions.
- Monitoring point
- An engineer-selected rigid support member with a documented mounting orientation.
- Plan your installation
- Support design, water-level records, mounting height, access, survey references.
Fixed solar-panel supports
Local inclination of the selected fixed photovoltaic post or load-bearing support frame.
Keep inclination references for solar-panel support frames and manual seasonal settings. Use the H310-TS350M where ±0.1° accuracy fits the installation or maintenance task, with the sensor fixed to the agreed rigid member. Compare stationary settings after adjustment or support work; the device’s gravity reference does not independently provide panel azimuth.
- Inclination to monitor
- Local inclination of the selected fixed photovoltaic post or load-bearing support frame.
- Monitoring point
- A fixed support post or load-bearing frame representing the monitored orientation.
- Plan your installation
- Support member, agreed stationary or manually set position, mounting orientation, exposure and required local-angle accuracy.
Silo & tank supports
Local inclination of the selected external support leg or frame under comparable filling conditions.
Build an inclination history for named silo and tank supports where ±0.1° accuracy meets the review objective. The H310-TS350M can help compare the same member through maintenance and agreed fill states. Document loading and support work so changes in the record can be interpreted with the asset’s inspection information.
- Inclination to monitor
- Local inclination of the selected external support leg or frame under comparable filling conditions.
- Monitoring point
- An accessible engineer-approved support leg or frame outside the process boundary.
- Plan your installation
- Support arrangement, filling states, temperatures, area classification, fixing access.
Chimney bases
Local angular change at the approved external chimney-base member within its environmental limits.
Keep a local inclination reference at selected chimney-base structures where ±0.1° accuracy meets the inspection brief. The H310-TS350M can support comparisons around maintenance or nearby ground works. Confirm access and actual mounting temperature, and review the point record with the chimney’s existing survey, operating and inspection information.
- Inclination to monitor
- Local angular change at the approved external chimney-base member within its environmental limits.
- Monitoring point
- An approved rigid base member within the selected configuration's environmental conditions.
- Plan your installation
- Base design, thermal exposure, operating states, access, complementary survey.
Cooling-tower supports
Local inclination of the selected fixed cooling-tower support under comparable operating states.
Maintain reference inclination records for selected cooling-tower supports where ±0.1° accuracy suits the task. The H310-TS350M can compare named frame points before and after support servicing or equipment changes. Record water and equipment states and select enclosure protection for the actual moisture exposure, with dedicated instruments for operating vibration.
- Inclination to monitor
- Local inclination of the selected fixed cooling-tower support under comparable operating states.
- Monitoring point
- An engineer-selected fixed support, with operating disturbance assessed for the installation.
- Plan your installation
- Support layout, fan states, moisture exposure, loading conditions, service access.
Pipe-rack columns
Local inclination of the selected fixed pipe-rack column along its documented measurement direction.
Keep named inclination histories for pipe-rack columns and utility support frames. The H310-TS350M suits local-angle reviews compatible with ±0.1° accuracy through maintenance or changes in supported services. Record operating and thermal conditions before comparing the same point, and confirm any area-specific installation or compliance requirements.
- Inclination to monitor
- Local inclination of the selected fixed pipe-rack column along its documented measurement direction.
- Monitoring point
- A fixed structural column rather than a moving pipe, insulation or removable cover.
- Plan your installation
- Frame grid, carried services, thermal states, area classification, fixing details.
SERIES & CONFIGURATIONS
The right specification.
For your installation.
Use H310-TS350M and its ±0.1° accuracy grade as the model reference. Specify the axis convention, required working range and data interface with the selected radio and enclosure.
MODEL REFERENCE
H310-TS350M
Triaxial medium precision tilt sensor · ±0.1° accuracy. Technical details below follow the 2026-10-27 datasheet. Per-axis angle definitions, range, resolution and configuration conditions form part of the supplied specification.
Download H310-TS350M datasheet (EN) Select a configuration ↓| Model | H310-TS350M |
|---|---|
| Product grade | Triaxial · medium precision |
| Accuracy | ±0.1°; applicable range and test conditions follow the supplied configuration |
| Sensing type | MEMS; three-axis sensing (X / Y / Z) |
| Angle outputs | Angle definitions and reference orientation follow the supplied protocol; gravity-referenced inclination does not independently determine yaw |
| Range & resolution | Working range and reported increment specified per axis / ordered configuration |
| Acquisition interval | 1 minute |
| Scheduled reporting interval | 4 hours |
| Reference battery life | 10 years: 1-min acquisition, 4-hour reporting, 25°C, normal signal; varies with enabled functions, events and radio retries |
| Power supply | 19000 mAh battery; 38000 mAh option |
| Communication variants | LTE Cat.1 (4G); NB-IoT / LoRa by selected variant; regional bands and modem options by supplied configuration |
| SIM arrangement | Standard IoT SIM; embedded SIM / eSIM option, for applicable cellular variants |
| Enclosure protection | Metal enclosure: IP68; plastic enclosure: IP66 |
| Operating & storage temperature | −40°C to +85°C |
| Operating humidity | 5% to 95% RH, non-condensing |
| Body size | 115 × 90 × 60 mm; platform body reference |
| Installation | Wall, pole or DIN-rail mounting, by selected kit |
| NFC & firmware updates | NFC activation and local configuration; remote firmware updates on supported versions |
| Platform & interface | Hitelecom Cloud or a compatible customer platform; select the supported data interface |
| Certification references | CE completed for H200/H300/H500 platform. Confirm applicability to the supplied configuration and other CCC / FCC / RoHS references. |
A configuration built around your project.
The change you need to observe
Identify the member and the angle change that matters. Compare it with ±0.1° accuracy and define the required per-axis range and reported increment.
The installation conditions
Share fixing surfaces, mounting orientation, temperature, water exposure, access and the intended enclosure or mounting kit.
The reporting and platform route
Include the country, point count, selected network, report schedule, supported interface and any event-response requirements.
Your evaluation and rollout
Provide quantities, sample-test criteria, OEM / white-label needs, certificate requirements and target installation dates.
CONNECTIVITY & INTEGRATION
Your installation.
Your data destination.
Select 4G LTE, NB-IoT or LoRa by device variant. Bring the mounting plan and data requirements together before commissioning, whether you use Hitelecom Cloud or your own platform.
For distributed locations
Triaxial sensor→Cellular network→Your platform
For sites spread across a region, select the cellular variant around local operator coverage, supported bands and the IoT SIM arrangement. Review signal quality at the actual mounting point before rollout.
- Installation country, operator and regional bands
- SIM / eSIM arrangement and antenna configuration
- Supported platform interface and scheduled-report test
For points across one site
Triaxial sensors→Compatible receiver→Your platform
For a local radio deployment, agree the receiver, radio settings and onward data connection. Provide the site layout and expected point count so coverage and gateway placement can be evaluated.
- Compatible receiver or gateway and radio protocol
- Obstructions, distances and installation-point coverage
- Message fields, timestamps and onward interface
Make every reported angle traceable.
Agree the supported angle outputs and a sample message with your platform team. Map the device and asset IDs, channel names, axis convention, units, timestamps and installation reference. Validate data from a commissioned monitoring point before expanding the deployment.
Discuss platform integration ↗ANSWERS FOR YOUR PROJECT
Frequently
asked questions.
Practical answers for specifying, installing and integrating the H310-TS350M medium precision triaxial tilt sensor.
Ask about your project ↗What is the H310-TS350M triaxial tilt sensor?
H310-TS350M is a medium precision MEMS tilt sensor with ±0.1° accuracy and X/Y/Z sensing. It measures inclination at a defined mounting point, using the angle outputs and reference orientation specified by the supplied protocol.
Typical projects include warehouse rack uprights, poles, structural members and machine frames. One-minute acquisition and four-hour scheduled reporting support remote angle records for the selected points.
Explore the specification →When should I choose H310-TS350M instead of H310-TS380C?
Choose H310-TS350M when ±0.1° accuracy meets the monitoring objective. Where a finer measurement grade is required, review the H310-TS380C ±0.01° triaxial option.
Selection also depends on range, resolution, temperature, fixing stability and test conditions. Accuracy is separate from the displayed increment and the threshold that triggers a project review.
Compare the other triaxial grade →How does a triaxial tilt sensor differ from a two-axis model?
The triaxial version uses X/Y/Z sensing. The supplied protocol defines how those sensing axes are converted into reported angle channels and how the reference orientation is represented.
Choose the sensor around the outputs your monitoring plan needs and the mounting orientation. Three sensing axes alone do not establish three independent orientation angles or a complete 3D motion measurement.
Check the angle-output definition →Does three-axis sensing measure yaw or compass heading?
Gravity-referenced inclination does not independently determine yaw, which is rotation about the gravity direction. X/Y/Z labels identify the sensing axes; they should not be interpreted as a compass heading measurement.
For an application that needs heading or another motion quantity, describe it explicitly so the required sensing architecture can be reviewed before selection.
Discuss the required outputs →How do I establish a reliable installation reference?
Attach the sensor rigidly to the member whose inclination is to be monitored. Record the device ID, asset location, bracket position, axis orientation and initial angle after fixing.
Keep that reference with later readings. Recommission the reference after moving the device, changing the bracket or altering the measured member. A baseline supports comparison; it does not improve the stated accuracy.
See the measurement workflow →What does the illustrated angle change represent?
The example compares 0.3° at installation with 0.5° later, a +0.2° change in one reported inclination channel. It illustrates reference comparison, rather than a three-axis vector or a complete 3D orientation.
These example values do not define range, resolution, a minimum detectable change or a notification threshold. Set review conditions for the real mounting point and applicable measurement performance.
Review the example reading →What are the acquisition and scheduled-reporting intervals?
The reference profile acquires readings every minute and sends scheduled reports every four hours. This corresponds to 240 acquisition cycles between scheduled reports and six report intervals per day.
Acquisition frequency and transmission frequency are different. Agree which samples or values a report contains, any local retention, and the supported event-reporting and notification behaviour for your configuration.
Review the operating profile →Under what conditions does the 10-year battery-life figure apply?
The datasheet gives a 10-year reference with one-minute acquisition, four-hour reporting, 25°C and normal signal conditions. The battery configuration is 19000 mAh with a 38000 mAh option.
Actual service life varies with enabled functions, event frequency and radio retries. Select the power arrangement against the installation conditions and operating profile.
Check the reference conditions →Which enclosure and environmental limits apply?
The specified options are a metal IP68 enclosure or a plastic IP66 enclosure. Operating and storage temperature is −40°C to +85°C; operating humidity is 5% to 95% RH, non-condensing.
Select the enclosure, antenna and mounting kit for the actual exposure and access conditions. The 115 × 90 × 60 mm dimension is a platform body reference; verify the selected arrangement for installation drawings.
Review protection and mounting →Can I choose 4G LTE, NB-IoT or LoRa?
The datasheet lists LTE Cat.1 (4G), with NB-IoT and LoRa by selected variant. Choose the configuration around the installation country, regional bands, operator or compatible receiver, and the required data route.
LoRa identifies the radio option; a LoRaWAN requirement needs explicit protocol compatibility confirmation. Confirm the supplied radio, gateway and platform combination before ordering.
Plan the connection →Can the readings be sent to our existing platform?
Hitelecom Cloud or a compatible customer platform can be used with the supported data interface. Share your interface, authentication and asset-data requirements during the project review.
Agree a sample message that identifies the device, mounting point, channel names, axis convention, angle units, timestamps and reference. Test the complete path using the selected device configuration.
Review the data handover →What are NFC and remote firmware updates used for?
NFC activation and local configuration support installation and commissioning. Record the final settings and installation reference before starting the monitoring programme.
Remote firmware updates are supported on selected versions. Confirm availability and the supplied device configuration, together with your platform and update workflow.
Discuss commissioning requirements →Can one triaxial model cover racks, structures, poles and machine frames?
H310-TS350M can be evaluated across racks, poles, fixed supports, infrastructure members and machine frames where ±0.1° accuracy meets the monitoring objective. The Applications section covers tasks across nine sectors, with warehouse racking first.
For racks, identify uprights and fixing points; for infrastructure, define the monitored member with the responsible engineer. Machine-frame inclination is a static or settled-position task. Minute-interval tilt readings do not specify dynamic vibration, rapid motion or machinery alignment performance.
Explore the application tasks →What information is needed for a quotation or OEM project?
Include H310-TS350M, the installation country, quantities, application and rollout date. Share a site photograph or drawing, mounting orientation, required per-axis range, useful angle change and expected environment.
Add the selected network, platform interface, reporting and event-response requirements, sample acceptance criteria and any OEM / white-label needs. CE is completed for the H200/H300/H500 platform; confirm certificate applicability and other requested compliance references for the supplied configuration.
Prepare your project brief →LET'S TALK ABOUT YOUR PROJECT
Your next step.
A sensor that fits.
Tell us about your H310-TS350M application. We’ll help match the accuracy grade, reported axes, mounting and data route to your monitoring plan.
sales@hitelecom.cn ↗Start with three details.
Your application, installation country and estimated quantity. Add a site photo or platform requirements to your email when available.