Some essential rules must be followed when installing load cells in tanks. For example, tanks are frequently subject to weather conditions or effects related to production. When new upright tanks are erected outside (silos, coal hoppers, etc.), applicable building regulations must be observed for the relevant structures. Note that subsequently installed weighing devices may also be considered as "significant changes" in terms of building regulations. The advice of a structural engineer is recommended in these cases. Building regulations generally cite the "state of the art" in terms of safety considerations. For example, wind loads are covered by DIN 1055 Part 4, “Load assumptions for structural components.”
The project engineer for a tank layout should also be informed about any special company- specific rules. Tanks must frequently be secured so they cannot be picked up, even in areas covered by a roof, if the contents are hazardous and forklift trucks are in operation around the storage area.
An optimum arrangement of load cells for determining the weight of tanks is achieved when the tank rests on three bearing points and a load cell is positioned on each support. This state is referred to as statically determinate. The overall load should also be distributed as evenly as possible over the three load cells. In the case of upright or suspended cylindrical tanks, the best way to meet this requirement is if the three load cells are arranged at equal distances from the vertical axis of the tank and are offset from each other by 120° on the same plane.
Figure 1 defines the arrangement of bearing points for horizontal tanks. If not all the supports in a system are equipped with load cells, an uneven distribution of the support load is recommended. The supports with load cells should have greater loads than the supports without load cells. Following this guideline can improve the overall accuracy of the weighing device. When designing the system and selecting the load cells, it is preferable for all the load cells to be subject to loads of the same magnitude.
If a tank is supported on four or more points, the bearing of the tank is statically redundant. Load cells must be installed at all the bearing points in these cases. An even distribution of the load on the individual transducers can only be achieved during assembly.
The transducer loads must be measured individually for this purpose. Then, if there are impermissible differences, the height of the relevant load cells must be changed (with compensating shims, etc.). Load cells with loads that are too low are generally positioned diagonally from each other.
Ideally, the center of gravity of a filled tank should not be any higher than the bearing points of the tank – a feature that is frequently not implemented. For reasons of stability, it is advantageous for the center of gravity to be lower than the bearing points.
The position of the center of gravity as a function of the filling level has a considerable effect on the number of load cells that are used. If the filling is arranged symmetrically to the load cells, it may be possible to set up a weighing device with one load cell, given that the position of the center of gravity moves along a vertical line (see also 6.3).
If the center of gravity also moves to the side as the mass of filling changes, all the supports must be equipped with load cells. Rocker and fixed bearings should never be considered for applications of this type! Figure 2 illustrates the necessity of using load cells on all bearing points if the position of the center of gravity changes.
Tanks frequently require supply connections, for example, to supply and discharge contents and for the electrical, hydraulic or pneumatic supply of additional units mounted on the tank. These supply connections can lead to force shunts, which manifest themselves as errors that affect the measuring accuracy of the weighing device. Supply connections must be flexible in the vertical direction. Figures 3 to 7 show some examples of suitable designs for supply connections.
In any case, these aspects should always be taken into consideration for financial reasons in the design and planning phase. If rigid pipes without a flexible link are used, the tank should preferably be connected with the longest possible horizontal pipe section. The pipe section should also have expansion compensation in the longitudinal direction (Figure 3). The horizontal section of the pipe has a spring effect in the vertical direction, which becomes more yielding as the length increases. The mechanical force exerted by the pipe in the form of a pseudo load (tensile or compressive) on the load cells becomes correspondingly small and is no longer relevant for measuring accuracy. Several pliable couplings can also be used instead of a layout with one long pipe (Figure 4).
Good results in terms of preventing force shunts are obtained with hose connections made of readily malleable elastic materials. In this case, the compatibility of the elastic materials with the filling and/or cleaning materials must be checked (in the food industry or pharmaceutical technology, for example). Another possibility for reducing undesirable force shunts caused by connecting pipes is using a layout with a pipe elbow (Figure 5). In cases where a vertical pipe supply is required (i.e., in the direction of the gravitational force to be measured) or hose connections cannot be used, pipe connections with compensators (such as metal bellows) have proven effective (Figure 6).
Strict installation tolerances must be observed when installing these compensators. If a second set of metal bellows is used and connected with the first by a section of pipe, it is possible to compensate for greater tolerances. Metal bellows are not permitted in some cleaning-intensive areas of the food industry. The connecting branch shown in Figure 7 represents the best solution in terms of reducing force shunts. An open connecting branch prevents contact between the pipe and the tank. This form cannot be used in closed systems, such as in pressure tanks. It should always be noted that the material in the connecting lines is included as part of the weight. The filling level of the supply and discharge lines that are directly connected with the tank should therefore be reproducible when the weight is measured. This means the lines should be either always empty or always full when measurements are taken.
In closed plants, the pressure in the system can affect the weighing results. Especially in the chemical industry, high positive pressures are required for some processes. On the other hand, extraction plants for weighing powdered material generate negative pressures of 100–300 mbar. If the piping is connected to the tank vertically, as shown in Figures 5 and 6, a force is exerted that directly affects the measurement results.
The effect is equivalent to the product of the force multiplied by the cross-sectional area of the piping. If pressure conditions during the weighing process are constant, this amount can be taken into consideration (calculated) in the measurement. A horizontal pipe layout is more suitable and preferable to a vertical pipe connection in every case. In this case, the parasitic forces that arise are absorbed by the Installation supports.
Typical tank designs are represented in a stylized manner by way of example. Design details and references to problems are presented in greater detail in the relevant sections.
Centering problems can often be eliminated or simplified on suspended tanks with simple, pliable, round tie rods. In addition to providing protection against tipping, which is always necessary, stay rods are needed to prevent oscillating and turning.
The overall simple design requires several tangentially arranged stay rods. In cases with reduced stress, their functions can be assumed by a lower side pipe outlet.
A special restraint is essential in this arrangement to prevent oscillating and turning.
Horizontal tanks for liquids usually fulfill the condition that the center of gravity of the content must move approximately along a vertical line as the mass of filling changes. An arrangement with one load cell under one tank bracket and two fixed bearings under the other tank bracket is therefore sufficient for relatively simple level measurements.
The idealized tank rests with half its weight on one self-centering pendulum load cell and on two fixed bearings. No further restraint is required under normal circumstances. In the case of very long tanks, however, for additional protection against tipping over due to lateral impacts on the tank, fixed stops can be provided to limit lateral movements at both ends of the tank cradle that is resting on the load cell.
In practical applications, however, the distribution symmetry of the contents is often disturbed by a slight, deliberate inclination of the base line to one side and the outlet that is located there. A self-centering arrangement of three load cells is the optimum solution for more exact weighing, with fixed stops as the best way to implement horizontal restraints.