Device and method for weighing a ballast on a crane and corresponding crane
11542125 · 2023-01-03
Assignee
Inventors
Cpc classification
G01G5/04
PHYSICS
G01G5/045
PHYSICS
B66C13/16
PERFORMING OPERATIONS; TRANSPORTING
B66C23/76
PERFORMING OPERATIONS; TRANSPORTING
International classification
B66C13/16
PERFORMING OPERATIONS; TRANSPORTING
G01G5/00
PHYSICS
Abstract
The invention relates to an apparatus for ballast weighing on a crane, comprising at least two ballasting cylinders that are equipped to lift/lower the ballast and that each comprise at least one pressure transducer in the region of the piston and/or rod side, and comprising at least one evaluation unit that is equipped to calculate the mass moved by the ballasting cylinders from the pressures detected by the pressure transducers on retraction and/or extension of the ballasting cylinders, excluding the friction forces occurring in the ballasting cylinders. The invention furthermore is directed to a method for calculating the ballast weight of a crane by means of a corresponding apparatus.
Claims
1. An apparatus for ballast weighing on a crane, comprising: at least two ballasting cylinders that are equipped to lift/lower the ballast, each ballasting cylinder comprises at least one pressure transducer in the region of the piston and/or rod side, and at least one evaluation unit configured to calculate the mass moved by the ballasting cylinders from the pressures detected by the pressure transducers on retraction and extension of the ballasting cylinders, excluding the friction forces occurring in the ballasting cylinders.
2. The apparatus according to claim 1, wherein the pressure transducers are arranged directly in the ballasting cylinders.
3. The apparatus according to claim 1, wherein exactly one pressure transducer each is arranged on the rod side and one pressure transducer on the piston side of the ballasting cylinders.
4. The apparatus of claim 1, wherein a force calculated based on pressures detected during the retraction and a force calculated based on pressures detected during the extension are averaged to calculate the mass.
5. A method for calculating the ballast weight of a crane by means of an apparatus according to claim 1, comprising the following steps: detecting the pressures in the ballasting cylinders; and calculating the mass held by means of the ballasting cylinders on the basis of the detected pressures and by taking account of the associated surfaces.
6. The method according to claim 5, wherein the detection of the pressures in the ballasting cylinders is effected on retraction and extension of the ballasting cylinders, and a calculation of pressure differences in the ballasting cylinders is effected on the basis of the pressures detected on retraction and extension.
7. The method according to claim 5, further comprising the following step: carrying out a plausibility check, wherein the calculated mass is compared with a manually entered mass.
8. The method according to claim 5, further comprising the following step: use of the calculated mass in the load moment limitation of the crane.
9. The method according to claim 5, further comprising the following step: measuring the temperature of the fluid medium and compensating temperature-related influences on the calculated mass.
10. The method according to claim 5, further comprising the following step: bracing the ballast with a turntable of the crane after ballasting has been effected.
11. A crane with an apparatus according to claim 1.
Description
(1) Further details and advantages of the invention will be explained in detail with reference to the embodiment shown in the Figures. by way of example. In the drawings:
(2)
(3)
(4)
(5)
(6) The pressure transducers 10, 11; 10′, 11′ can be coupled with an evaluation unit 3. The evaluation unit 3 is equipped to calculate the mass moved by the ballasting cylinders 1, 1′ from pressures detected by at least two of the pressure transducers 10, 11; 10′, 11′ on retraction and/or extension of the ballasting cylinders 1, 1′.
(7) The counterweight provides a moment acting against the crane load or the load lifted by the crane. Thus, the counterweight substantially contributes to the stability of the crane. A load moment limitation of the crane uses the magnitude of the effective counterweight (mass and effective lever arm) in the calculation of the stability of the crane and can prevent the crane from tipping over backwards or forwards at inadmissible crane positions. Tipping backwards can happen when the boom of the crane is set too steep for the effective ballast. So far, the crane operator has entered the data manually. To avoid incorrect entries here, there will be provided an apparatus that at least subjects the entries of the crane operator to a cross-check or plausibility check. In the best case, the device should be able to operate completely autarkically and render an entry by the crane operator superfluous.
(8) In both ballasting cylinders 1, 1′ one pressure transducer 10, 11; 10′, 11′ each can be mounted on the ring and piston surface. By means of a pressure measurement in particular in the ring and/or piston space (on retraction and extension of the ballasting cylinders 1, 1′) the mass hanging on the ballasting cylinders 1, 1′ can be determined.
(9) The pressure transducers 10, 11; 10′, 11′ can be mounted directly in the cylinder and need to be connected to the same via lines. The measurement accuracy thereby is increased, so that line losses and temperature errors can largely be avoided.
(10) A temperature measurement and a correction of the pressure values with reference to the temperature values and taking account of a friction factor can likewise be provided.
(11)
(12) In the exemplary embodiment shown in
m.sub.e*g=P.sub.R*A.sub.R−P.sub.K*A.sub.K+F.sub.1*μ.sub.1+F.sub.2*μ.sub.2
(13) For the case of extension the following applies:
m.sub.ag=P.sub.R*A.sub.R−P.sub.K*A.sub.K−F.sub.1*μ.sub.1−F.sub.2*μ.sub.2
(14) Furthermore, it applies:
m=(m.sub.e+m.sub.a)/2; F.sub.1=F.sub.2 and μ.sub.1˜μ.sub.2; m*g*a=F.sub.1*b
(15) wherein m is the weight of the ballast device and the further parameters can be taken from the Figure. Here, the parameters P represent pressure values, the parameters A represent corresponding surfaces of the ballasting cylinder, the parameters F represent forces, and the indices K and R relate to piston-side or ring-side parameters.
(16)
(17) In the following, calculation examples with only one pressure transducer 10, 10′ in each ring space now are indicated with reference to
(18) 1. Measured Values (Measurement Values):
(19) Pressure on ring surface to the right: 57.1 bar
(20) Pressure on ring surface to the left: 51.1 bar
(21) 2. Force Calculation:
(22) Force of cylinder to the right [N]:
(23) Pressure on ring surface to the right * ring surface * 10
(24) 57.1 bar * 233.26 cm.sup.2* 10=133193.3N
(25) Force of cylinder to the left [N]:
(26) Pressure on ring surface to the left * ring surface * 10
(27) 51.1 bar * 233.26 cm.sup.2* 10=119197.5N
(28) 3. Total Force [kN]:
(29) Force of cylinder to the left+force of cylinder to the right
(30) (133193.3N+119197.5N)/1000=252.39 kN
(31) 4. Ballast Determination:
(32) Determined mass [to]: total force/9.81
(33) 252.39 kN/9.81=25.72 to
(34) 5. Difference to Actual Ballast:
(35) Actual ballast 26 to
(36) Determined ballast: 25.72 to
(37) Deviation: 280 kg
(38) In this case it is possible to take account of the pressure in the ring space and the force thereby exerted on the piston. Of course, the above example is applicable analogously when merely one pressure transducer 11, 11′ each is present in the piston spaces of the ballasting cylinders. Depending on the alignment of the ballasting cylinders 1, 1′ relative to the crane, pressure transducers can be arranged in those work spaces of the ballasting cylinders 1, 1′ that are pressurized by the mass of the ballast.
(39) To further increase the accuracy, a sequence of movements of the ballasting cylinders 1, 1′ can be effected automatically. The starting position is a condition in which the ballast to be mounted on the uppercarriage of the crane is stacked on the undercarriage in the mounting position, and the connecting means between ballasting cylinder 1, 1′ and ballast overlap each other to such an extent that the ballasting operation can be terminated by solely retracting the ballasting cylinders 1, 1′. The ballasting cylinders 1, 1′ carry out these movements as soon as the crane operator for example presses the key “lift ballast”. The sequence of movements can continue on its own as long as the crane operator keeps the key pressed. An acoustic feedback can be provided.
(40) Initially, the ballasting cylinders 1, 1′ are extended for example for half a second-piston or piston rod possibly are “stuck” the first time. Subsequently, the ballasting cylinders 1, 1′ are retracted and the ballast 2 is pulled up. There is a rise in pressure on the ring surface, until the ballast 2 is lifted from the undercarriage.
(41) When the ballast 2 is lifted from the undercarriage, a constant pressure is obtained. Subsequently, the ballast 2 can be braced, the pressure in the ring surface rising in the process. Shortly before the ballasting operation is completed, the measurement sequence for ballast weighing is initiated.
(42) In the process, the ballast 2 again is extended for a certain time. The ballast 2 hangs freely in the air and is held exclusively by the ballasting cylinders 1, 1′. On extension of the ballasting cylinders 1, 1′ the pressure in the ring and piston surface is measured, e.g. at 15000 ms, as can be taken from
(43) Subsequently, the ballasting cylinders 1, 1′ are retracted again and the ballast 2 is lifted. Here as well, a pressure measurement is effected on retraction in the ring and piston space, e.g. at nearly 25000 ms. From the measured pressures a differential force is calculated on retraction of the ballasting cylinders 1, 1′.
(44) From the differential forces, a mass that represents the attached ballast 2 is determined on retraction and extension.
(45) In both ballasting cylinders 1, 1′ one pressure transducer 10, 11; 10′, 11′ each can be mounted on the ring and piston surface. By means of a pressure measurement in the ring and piston surface (on retraction and extension of the ballasting cylinders 1, 1′) the mass hanging on the ballasting cylinders 1, 1′ can be determined.
(46) One more factor can be taken into account in order to again improve the determined result, similar to the luffing cylinder pressure measurement for the weighing operation. Furthermore, a temperature compensation can also be included in the calculation.
(47)
(48) The sections shown in
(49) The sections shown in
(50) The force occurring on the ring surface on retraction of the ballasting cylinders 1, 1′ can be calculated as follows by way of example:
(51) Force on ring surface of cylinder to the right [N]: pressure on ring surface to the right * ring surface * 10
161.0 bar*40.25 cm.sup.2*10=64802.5N
(52) Force on ring surface of cylinder to the left [N]: pressure on ring surface to the left * ring surface * 10
161.7 bar *40.25 cm.sup.2*10=65084.25N
(53) Total force on ring surface [kN]: force of cylinder to the left+force of cylinder to the right
(64802.5N+65084N)/1000=129.89 kN
(54) The force occurring on the piston surface on retraction of the ballasting cylinders 1, 1′ can be calculated as follows by way of example:
(55) Force on piston surface of cylinder to the left/right [N]: pressure on piston surface to the left/right * ring surface * 10
23.5 bar*103.87 cm.sup.2*10=24409.45N
(56) Total force on piston surface [kN]: force of cylinder to the left+force of cylinder to the right
(24409.45N+24409.45N)/1000=48.82 kN
(57) The differential force on retraction of the ballasting cylinders 1, 1′ can be calculated as follows by way of example:
(58) Total force [kN]: total force on ring surface [kN]—total force on piston surface [kN]:
129.89 kN−48.82 kN=81.07 kN
(59) The force on the ring surface on extension of the ballasting cylinders 1, 1′ (at 15 sec) can be calculated as follows by way of example:
(60) Force on ring surface of cylinder to the right [N]: pressure on ring surface to the right * ring surface * 10
235.0 bar*40.25 cm.sup.2*10=94587.5N
(61) Force on ring surface of cylinder to the left [N]: pressure on ring surface to the left ring surface * 10
235 bar*40.25 cm.sup.2*10=94587.5N
(62) Total force on ring surface [kN]: force of cylinder to the left+force of cylinder to the right
(94587.5N+94587.5N)/1000=189.17 kN
(63) The force on the piston surface on extension of the ballasting cylinders 1, 1′ (at 15 sec) can be calculated as follows by way of example:
(64) Force on piston surface of cylinder to the left/right [N]: pressure on piston surface to the left/right * ring surface * 10
59.5 bar*103.87 cm.sup.2*10=61802.65N
(65) Total force on piston surface [kN]: force of cylinder to the left+force of cylinder to the right
(61802.65N+61802.65N)/1000=123.61 kN
(66) The differential force on extension of the ballasting cylinders (at 15 sec) can be calculated as follows by way of example:
(67) Total force [kN]: total force on ring surface [kN]—total force on piston surface [kN]:
189.17 kN−123.61 kN=65.56 kN
(68) Determined mass [t]: ((differential force on extension+differential force on retraction)/2)/9.81
((81.07 kN+65.56 kN)/2)/9.81=7.47 to
(69) Difference to actual ballast: actual ballast 7.36 to
(70) determined ballast: 7.47 to
(71) deviation: 110 kg
(72) The practical procedure of ballasting can be as follows: Ballast rests on the undercarriage and the signal “ballast at the bottom” is available. The ballast weight calculated last is zeroed.
(73) The operator activates the key “lift ballast” on an operating control unit or on an operating unit (key remains pressed). Initially, the ballasting cylinders are extended for a defined time period—cylinders possibly are “stuck” the first time. Subsequently, the ballast is retracted by the ballasting cylinders (ballast is pulled up). There is a rise in pressure on the ring surface, until the ballast is lifted from the undercarriage.
(74) When the ballast 2 is lifted from the undercarriage, a constant pressure is obtained. Subsequently, the ballast is braced, and the pressure in the ring and piston surface rises. Shortly before the ballasting operation is completed, the measurement sequence for ballast weighing is initiated. In the process, the ballast is extended again for a certain time (ballast hangs freely in the air). On extension of the ballasting cylinder or the ballasting cylinders 1, 1′, the pressure in the ring and piston surface is measured. From the measured pressures a differential force is calculated on extension of the ballasting cylinder. Subsequently, the ballast is retracted again; here as well a pressure measurement is made on retraction. From the measured pressures a differential force is calculated on retraction of the ballasting cylinder. From the differential forces, a mass that represents the attached ballast is determined on retraction and extension.