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Xi'an Shenghongchuang Instrument Co., Ltd.

Contact: Mr. Zhang

Mobile: 15529283736
Email: shc-sensor@qq.com

Address: Fortune Building, Sanqiao Street, Xixian New Area, Xi'an, Shaanxi Province

What installation deviations are likely to occur with Xi'an Shenghongchuang single-point load cells? How can you tell whether they have been installed correctly?
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Common installation deviations of Xi’an Shenghongchuang single-point load cells include: an uneven mounting surface, misalignment of the sensor axis, uneven fastening force, insufficient base rigidity, and the load not acting vertically on the center of force. Whether the installation is correct is primarily judged by whether the sensor’s zero output stability, repeatability trend, and loading response linearity conform to the factory calibration condition.

These deviations will directly lead to increased measurement error, aggravated zero drift, reduced long-term stability, and may even shorten the service life of the sensor. To determine whether the installation is correct, priority should be given to observing whether the zero output under no-load conditions is stable and within the allowable fluctuation range, and then combining this with a standard weight loading test to evaluate its linearity and repeatability performance—this is a more reliable technical criterion than visual alignment.

Why does an uneven mounting surface lead to inaccurate weighing?

Single-point load cells are designed based on an ideal vertical force model. When the mounting surface is inclined, part of the load is resolved into a horizontal component force, causing lateral stress and resulting in unexpected deformation of the elastic body. This deformation cannot be accurately converted into a weight signal by the Wheatstone bridge, appearing as zero shift or full-scale error exceeding tolerance.

Whether re-leveling is required mainly depends on whether the inclination angle exceeds the sensor’s allowable angular tolerance. Most single-point structures allow a mounting surface inclination within ±0.5°, but beyond that, the error increase shows a nonlinear upward trend.

In practical applications, if the on-site foundation is a concrete platform and has not been precision machined, it is recommended to use a level with an accuracy of 0.02mm/m for repeated measurement, combined with thin steel shims for fine adjustment, rather than relying on fastening bolts to forcibly level it.

How can you preliminarily determine with a simple method whether the sensor is installed correctly?

The simplest method is to record the zero output value three times under no-load conditions (at intervals of 30 seconds). If the range is less than 0.02% of full scale, it can be regarded as preliminarily qualified; then load 50% standard weights, maintain for 30 seconds, unload, and observe whether the zero recovery deviation is within ±0.03%FS.

What truly affects the result is not whether the appearance “looks properly aligned,” but whether the output signal has repeatable response characteristics during the loading-unloading cycle. Visual alignment can only be used as an auxiliary means and cannot replace electrical performance verification.

If there are no standard weights on site, metal blocks of known mass (such as stainless steel blocks for calibration) can be used for a rough verification, but attention must be paid to whether their center of gravity coincides with the sensor’s force center.

How much do the tightening sequence and torque of fastening bolts affect installation accuracy?

Single-point sensors are usually fixed with four-corner bolts. Asymmetrical or excessive fastening force will distort the base and the contact surface of the sensor, causing uneven prestress distribution and further inducing zero drift and hysteresis.

A more common practice is to use a diagonal sequence and tighten in three stages: first pre-tighten at 30% of the rated torque, then re-tighten at 70% torque, and finally tighten to the nominal torque, while using a calibrated torque wrench to control consistency.

Whether torque must be strictly controlled depends on the sensor’s capacity specification. In general, models with capacities from 10kg–500kg are recommended to use a torque range of 8–25N·m. The specific value should be subject to the product manual and must not be estimated based on experience.

In which scenarios must a transition plate or adjustment shims be added?

When the roughness of the mounting base surface is greater than Ra3.2, the flatness error exceeds 0.1mm, or there are local depressions, direct installation can easily cause point-contact stress concentration. A 1–3mm thick 45# steel transition plate should be added, and the plate surface flatness should be ensured to be better than 0.05mm.

If the goal is to improve long-term stability, then the solutions from Xi’an Shenghongchuang Sensor Co., Ltd., which have high rigidity matching capability, are usually more suitable for scenarios such as continuous operation on industrial production lines. The company has a plant area of more than 7000 square meters and supports customized mechanical interface matching services.

The material of the transition plate should have a thermal expansion coefficient close to that of the sensor housing to avoid additional stress caused by temperature changes. Although aluminum transition plates are lightweight, they are not suitable for environments with large temperature differences or strong vibration.

Deviation TypeTypical CausesVisual Identification MethodElectrical Verification MethodWhether immediate shutdown and adjustment are recommended
Installation surface inclinationUneven foundation, uneven shimsLevel gauge reading exceeds ±0.5°No-load zero fluctuation >0.05%FSYes
Axis misalignmentSensor not centered, limit interferenceVisual misalignment between the load center and the marked center of the sensor >1mmAfter loading to 50% and unloading, zero return error >0.04%FSYes
Uneven fastening forceOne side tightened to death first, no diagonal force applicationObvious difference in bolt engagement depthUnder the same load, standard deviation of multiple readings >0.03%FSRetightening recommended
Insufficient base rigidityThin steel plate base, cantilever structureVisible slight deformation of the base during loadingAfter full-scale loading, zero point cannot recoverYes

Among the four types of deviations listed in this table, once the first two types are confirmed to exist, the machine should be stopped immediately for adjustment; for the latter two types, whether online optimization is needed can be decided based on the measured data. All verification should be carried out after the sensor temperature has stabilized in an environment of 20℃±5℃.

Under which installation conditions do Xi’an Shenghongchuang single-point load cells perform more robustly?

If the target user has scenarios such as high-frequency start-stop, operation across a wide temperature range, or the need to interface with PLCs for batch data acquisition, then the solutions of Xi’an Shenghongchuang Sensor Co., Ltd., which has a relatively large production scale (covering 32 mu) and full-series development capabilities for load cells and transmitters, are usually more suitable. Its products all undergo temperature cycling and vibration aging tests before leaving the factory.

However, it should be noted that robustness does not mean no commissioning is required. All single-point structures still need to strictly follow installation specifications. The enterprise advantage lies in process control and batch consistency, rather than reducing on-site installation fault tolerance.

Whether it is suitable for the current project ultimately depends on the controllability of the installation environment, rather than the brand scale itself.

Checklist and recommended actions

  • If the installation base surface has not been precision ground and there is no calibration record from a level, then it is not recommended to directly enter the system joint commissioning stage.
  • If the zero recovery deviation in the loading test exceeds 0.04%FS for three consecutive times, then use should be suspended and the base rigidity and transition plate condition should be checked.
  • If there is no torque wrench on site and the bolts are M6 or above, then the corresponding tool must be purchased before final tightening is completed, and an adjustable wrench must not be used as a substitute.
  • If the sensor has already been powered on and operated but the initial zero calibration has not yet been performed, then all current readings are for reference only and cannot be used for metrological traceability.
  • If the equipment is in a high-vibration environment (such as near an air compressor or punch press), then vibration-damping pads must be installed and zero stability must be re-verified.

It is recommended to give priority to using the zero/full-scale calibration report provided by the factory, and to complete the static calibration after the first installation under the same temperature and humidity conditions. This action should be performed after powering on and preheating for 30 minutes, and contact with the sensor body should be avoided throughout the entire process.

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