CN203241182U - Spoke/center pin column combined-type three-dimensional force sensor - Google Patents
Spoke/center pin column combined-type three-dimensional force sensor Download PDFInfo
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- CN203241182U CN203241182U CN 201320272642 CN201320272642U CN203241182U CN 203241182 U CN203241182 U CN 203241182U CN 201320272642 CN201320272642 CN 201320272642 CN 201320272642 U CN201320272642 U CN 201320272642U CN 203241182 U CN203241182 U CN 203241182U
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Abstract
The utility model discloses a spoke/center pin column combined-type three-dimensional force sensor and belongs to the sensor technology application field, in particular relates to a novel three-dimensional force sensor which is mainly applied to three-dimensional force detection. The sensor is composed of an elastic body (1) and a strain gauge group (2), wherein the elastic body (1) is an integral-type symmetrical structure and is composed of spoke base (3), ribbed plates (5) and a center pin column (4); four ribbed plates (5) exist and comprise eight side surfaces which are perpendicular to an XY plane; the strain gauge group (2) includes 12 strain gauge pairs which are respectively pasted on four rectangular side surfaces of the elastic body (1) and the eight side surfaces of the four ribbed plates (5); the strain gauge group (2) generates strain with shape changes of the elastic body (1), which causes resistance changes; and a Wheatstone bridge formed by the strain gauges outputs three voltage signals of which the changes are respectively in linear direct proportion with component forces of FX, FY and FZ at three directions.
Description
Technical field
The utility model belongs to the sensor technology application, is specifically related to a kind of novel three-dimensional force sensor, is mainly used in three-dimensional force and detects.
Background technology
Three-dimensional force sensor is widely used in the fields such as machine-building, robot, test detection.At present both at home and abroad common sensor mainly contains two kinds of strain-type and piezoelectric crystals, and elastomer structure can be divided into cantilever beam type, twin beams type, four beam types, island type, spoke type etc.Simultaneously, developed at present Multi-sensor parallel decoupled three-dimensional power sensor based on Stewart (Stewart) structure.Yet, there is complex structure in these sensors, the linearity is bad, rigidity is low, be not easy to demarcate, sensitivity is on the low side, the more high defective of manufacturing cost, and, the three-dimensional force sensor of having developed utilizes stretching, compression and bending stress often, the principle that is normal stress realizes load measurement, and have following shortcoming: the variation that adds the force can cause the larger variation of sensitivity; Draw, the deviation ratio of sensitivity is larger when pressing CYCLIC LOADING; The ability of anti-eccentric load and side load; Need larger height or width, so volume is large; Can not carry out the measurement of little load etc.These problems affect the raising of dynamometry and LOAD CELLS the key technical indexes.Simultaneously, these installation of sensors are fixing inconvenient, use for a plurality of three-dimensional force sensors are in parallel and bring difficulty, can not satisfy the needs of rail vehicle truck parameter testing.
Summary of the invention
Technical problem to be solved in the utility model is to have overcome the problem that prior art exists, and spoke and the centrepin column combination formula three-dimensional force sensor of a kind of measuring accuracy height, compact conformation is provided.
For solving the problems of the technologies described above, the utility model is to adopt following technical scheme to realize that accompanying drawings is as follows:
A kind of spoke and centrepin column combination formula three-dimensional force sensor is characterized in that:
This sensor is comprised of elastic body 1 and foil gauge group 2, described elastic body 1 is a monoblock type symmetrical structure, formed with center pin 4 by spoke pedestal 3, gusset 5, described center pin 4 is connected to the center of spoke pedestal 3 by gusset 5, comprises four rectangle sides on 4 of the center pins, wherein symmetrical parallel and be that spoke pedestal 3 baseplanes are vertical with the XY plane in twos, described gusset 5 is four, comprise eight sides vertical with the XY plane on it, described foil gauge group 2 comprises 12 foil gauges pair
Stick on respectively on eight sides vertical with the XY plane of four rectangle sides on the center pin 4 in the elastic body 1 and four gussets 5, described foil gauge group 2 produces strain with elastic body 1 change of shape and causes resistance variations, and the Wheatstone bridge output that forms by foil gauge respectively with three direction component F
X, F
Y, F
ZThree voltage signals that linear direct ratio changes.
Four rectangle sides on 4 of the described center pins comprise: square column the first side 10, square column the second side 11, square column the 3rd side 12 and square column the 4th side 13, wherein, square column the first side 10 is parallel with X-axis with square column the 3rd side 12, square column the second side 11 is parallel with Y-axis with square column the 4th side 13, comprises eight sides vertical with the XY plane on four gussets 5.
The first foil gauge of described foil gauge group 2 is to 22, the second foil gauge is to 23, the 3rd foil gauge to the 24 and the 4th foil gauge to 25 corresponding square column the first sides 10 that stick on center pin 4 respectively, square column the second side 11, on four sides on square column the 3rd side 12 and square column the 4th side 13, the 5th foil gauge is to 26, the 6th foil gauge is to 27, the 7th foil gauge is to 28, the 8th foil gauge is to 29, the 9th foil gauge is to 30, the tenth foil gauge is to 31, the 11 foil gauge to the 32 and the 12 foil gauge to (33) corresponding sticking on eight sides of four gussets 5 in the elastic body 1 respectively.
Each foil gauge is to including two identical uniaxial strain sheets in the described foil gauge group 2, sticks on that two foil gauge longitudinal center line of symmetry axis direction angles parallel with component F are respectively 45 ° and 135 ° on the same side of elastic body 1.
Described the first foil gauge is 45 ° of angles to the 22 and the 3rd foil gauge to longitudinal center's axis of symmetry and the X-axis of 1a uniaxial strain sheet 34,2a uniaxial strain sheet (36) in 24, and longitudinal center's axis of symmetry and the X-axis of 1b uniaxial strain sheet 35,2b uniaxial strain sheet (37) are 135 ° of angles; The second foil gauge is 45 ° of angles to the 23 and the 4th foil gauge to longitudinal center's axis of symmetry and the Y-axis of 3a uniaxial strain sheet 38,4a uniaxial strain sheet (40) in 25, and longitudinal center's axis of symmetry and the Y-axis of 3b uniaxial strain sheet 39,4b uniaxial strain sheet (41) are 135 ° of angles;
The vertical symmetrical center line and the Z direction that stick on two uniaxial strain sheets of eight foil gauge centerings on eight sides of four gussets 5 namely are respectively 45 ° and 135 ° perpendicular to XY in-plane angle.
Described the first foil gauge forms a resistance bridge to the 22 and the 3rd foil gauge to four foil gauges in 24, is formed for measuring the full bridge measurement circuit of X-direction component; The second foil gauge forms a resistance bridge to the 23 and the 4th foil gauge to 25, is used for measuring the full bridge measurement circuit of Y direction component.
Described the 5th foil gauge consists of resistance bridge to the 26, the 6th foil gauge to four uniaxial strain sheets in 27, forms a full bridge measurement circuit that is used for measuring Z-direction component; The 7th foil gauge consists of resistance bridge to the 28, the 8th foil gauge to four uniaxial strain sheets in 29, forms a full bridge measurement circuit that is used for measuring Z-direction component; The 9th foil gauge consists of resistance bridge to the 30, the tenth foil gauge to four uniaxial strain sheets in 31, forms a full bridge measurement circuit that is used for measuring Z-direction component; The 11 foil gauge to 32, the 12 foil gauge consists of resistance bridges to four uniaxial strain sheets in 33, forms a full bridge measurement circuit that is used for measurement Z-direction component;
In parallel to above-mentioned four full bridge measurement circuit input powers that be used for to measure Z-direction component, four positive signal output-parallels in four full bridge measurement circuit form a positive signal and export; With four negative signal output-parallels in four full bridge measurement circuit, form a negative signal output, thereby form a metering circuit in parallel of measuring Z-direction component.
Compared with prior art the beneficial effects of the utility model are:
1. transducer sensitivity is stable, and the ability of anti-eccentric load and side load is strong.
2. simple in structure, compact, the convenient installation.
3. the sensor static couple is little, and measuring accuracy is high.
Description of drawings
Fig. 1 is the axonometric projection graph of spoke described in the utility model and centrepin column combination formula three-dimensional force sensor;
Fig. 2 is the be hit by a bullet front view of gonosome of spoke described in the utility model and centrepin column combination formula three-dimensional force sensor;
Fig. 3 is along the cut-open view of A-A section among Fig. 2;
Fig. 4 is the be hit by a bullet axonometric projection graph of gonosome of spoke described in the utility model and centrepin column combination formula three-dimensional force sensor;
Fig. 5 is the front view of spoke described in the utility model and centrepin column combination formula three-dimensional force sensor;
Fig. 6 is along the cut-open view of A-A section among Fig. 5;
Fig. 7 is that foil gauge in spoke described in the utility model and the centrepin column combination formula three-dimensional force sensor is to the paste position synoptic diagram;
Fig. 8 is the X-direction full bridge measurement circuit diagram in spoke described in the utility model and the centrepin column combination formula three-dimensional force sensor;
Fig. 9 is the Y direction full bridge measurement circuit diagram in spoke described in the utility model and the centrepin column combination formula three-dimensional force sensor;
Figure 10 be spoke described in the utility model with centrepin column combination formula three-dimensional force sensor in Z-direction metering circuit synoptic diagram in parallel.
Among the figure: 1. elastic body, 2. foil gauge group, 3. spoke pedestal, 4. center pin, 5. gusset, 6. cylindrical section, 7. square patch section, 8. boss section, 9. the section of being installed, 10. square column the first side, 11. square columns the second side, 12. square column the 3rd side, 13. square column the 4th side, 14. spoke gussets the first side, 15. spoke gussets the second side, 16. spoke gusset the 3rd side, 17. spoke gusset the 4th side, 18. spoke gussets the 5th side, 19. spoke gussets the 6th side, 20. spoke gusset heptalateral face, 21. spoke gusset the 8th side, 22. first foil gauges pair, 23. second foil gauges pair, 24. the 3rd foil gauge pair, 25. the 4th foil gauge pair, 26. the 5th foil gauges pair, 27. the 6th foil gauges pair, 28. the 7th foil gauge pair, 29. the 8th foil gauge pair, 30. the 9th foil gauges pair, 31. the tenth foil gauges pair, 32. the 11 foil gauge pair, 33. the 12 foil gauge pair, 34.1a uniaxial strain sheet, 35.1b uniaxial strain sheet, 36.2a uniaxial strain sheet, 37.2b the uniaxial strain sheet, 38.3a uniaxial strain sheet, 39.3b uniaxial strain sheet, 40.4a uniaxial strain sheet, 41.4b the uniaxial strain sheet, 42.5a uniaxial strain sheet, 43.5b uniaxial strain sheet, 44.6a uniaxial strain sheet, 45.6b the uniaxial strain sheet, 46.7a uniaxial strain sheet, 47.7b uniaxial strain sheet, 48.8a uniaxial strain sheet, 49.8b the uniaxial strain sheet, 50.9a uniaxial strain sheet, 51.9b uniaxial strain sheet, 52.10a uniaxial strain sheet, 53.10b the uniaxial strain sheet, 54.11a uniaxial strain sheet, 55.11b uniaxial strain sheet, 56.12a the uniaxial strain sheet, 57.12b uniaxial strain sheet.
Embodiment
Below in conjunction with accompanying drawing particular content of the present utility model and embodiment thereof are explained in detail:
Consult Fig. 1, spoke described in the utility model and centrepin column combination formula three-dimensional force sensor comprise that elastic body 1 and foil gauge group 2 form, and wherein, elastic body 1 is special-shaped symmetrical structure, foil gauge group 2 comprises and sticks on 12 foil gauges pair respectively on the surface at elastic body 1 diverse location place.
Consult Fig. 2, Fig. 3, Fig. 4, described elastic body 1 is one abnormally-structured, formed with center pin 4 three parts by spoke pedestal 3, gusset 5, wherein, spoke pedestal 3 is a cubic loop configuration, outside four arms of angle are processed with knuckle, and inside is circular hollow, and the bottom surface of spoke pedestal 3 is parallel to the XY plane.Center pin 4 is a column construction, can be divided into bottom cylindrical section 6, square patch section 7, boss section 8 and the section of being installed 9 according to difformity and form.Pin 4 central symmetry axes in center overlap with the central symmetry axes of spoke pedestal 3, are the central symmetry axes of elastic body 1.The lower surface of center pin 4 is higher than the lower surface of spoke pedestal 3, four gussets 5 evenly distribute between the cylindrical section 6 of spoke pedestal 3 and center pin 4, both are coupled together, form a complete structure, thereby so that be applied to the extraneous three-dimensional force of the section of being installed 9 of center pin 4 and all be delivered on the spoke pedestal 3 by four gussets 5.
Four shapes, size of evenly distributing between spoke pedestal 3 and the center pin 4 are identical, and the gusset 5 of structural symmetry connects, and all overlaps with the central symmetry axes of elastic body 1 with the perpendicular Central Symmetry face in XY plane on four gussets 5.Four gussets 5 have 8 perpendicular to the side on XY plane: spoke gusset the first side 14, spoke gusset the second side 15, spoke gusset the 3rd side 16, spoke gusset the 4th side 17, spoke gusset the 5th side 18, spoke gusset the 6th side 19, spoke gusset heptalateral face 20, spoke gusset the 8th side 21.
Referring to Fig. 5, Fig. 6, foil gauge group 2 comprises 12 foil gauges pair altogether: the first foil gauge to the 22, second foil gauge to the 23, the 3rd foil gauge to the 24, the 4th foil gauge to the 25, the 5th foil gauge to the 26, the 6th foil gauge to the 27, the 7th foil gauge to the 28, the 8th foil gauge to the 29, the 9th foil gauge to the 30, the tenth foil gauge to 31, the 11 foil gauge to 32, the 12 foil gauge is to 33, each foil gauge is to being comprised of two identical uniaxial strain sheets.
Referring to Fig. 7, two uniaxial strain sheet longitudinal center line of symmetries of each foil gauge centering are respectively 45 ° and 135 ° with this foil gauge to measuring the parallel axis direction angle of component F, to measure simultaneously mutually perpendicular two equal and opposite in directions that shear stress produces and to draw, be pressed into two principle stresses.
Referring to Fig. 5, Fig. 6, Fig. 8, Fig. 9, the first foil gauge to the 22, second foil gauge to the 23, the 3rd foil gauge to the 24, the 4th foil gauge to 25 four sides that stick on respectively the square patch section 7 of center pin 4: on square column the first side 10, square column the second side 11, square column the 3rd side 12 and square column the 4th side 13, simultaneously, the first foil gauge is all identical to the 25 relative positions that it respectively pastes the side to the 24, the 4th foil gauge to the 23, the 3rd foil gauge to the 22, second foil gauge.Wherein, the first foil gauge sticks on square column the first side 10, the three foil gauges to 22 and sticks on square column the 3rd side 12 24.The first foil gauge to the 1b uniaxial strain sheet 35 that is the 1a uniaxial strain sheet 34 of 45 ° of angles with X-axis in 22, is 135 ° of angles with X-axis and the 3rd foil gauge in 24 with X-axis be 45 ° of angles 2a uniaxial strain sheet 36, and X-axis to be 135 ° 2b uniaxial strain sheet 37 sensitivity coefficients all identical, initial resistance is Rx, consist of resistance bridge, be formed for measuring the full bridge measurement circuit of X-direction component, Ex is the supply voltage of X-direction component metering circuit, and Ux is the output signal voltage of X-direction component metering circuit; The second foil gauge sticks on square column the second side 11 to 23, the 4th foil gauge sticks on square column the 4th side 13 25, the second foil gauge is to being the 3a uniaxial strain sheet 38 of 45 ° of angles in 23 with Y-axis, be the 3b uniaxial strain sheet 39 of 135 ° of angles and the 4th foil gauge to be the 4a uniaxial strain sheet 40 of 45 ° of angles in 25 with Y-axis with Y-axis, the sensitivity coefficient of 4b uniaxial strain sheet 41 that is 135 ° of angles with Y-axis is all identical, initial resistance is Ry, consist of resistance bridge, be formed for measuring the full bridge measurement circuit of Y direction component, Ey is the supply voltage of Y direction component metering circuit, and Uy is the output signal voltage of Y direction component metering circuit.
Referring to Fig. 5, Fig. 6, Figure 10, the 5th foil gauge is to 26, the 6th foil gauge is to 27, the 7th foil gauge is to 28, the 8th foil gauge is to 29, the 9th foil gauge is to 30, the tenth foil gauge is to 31, the 11 foil gauge is to 32, the 12 foil gauge is to 33 eight sides that stick on respectively four gussets in the spoke pedestal 3: spoke gusset the first side 9, spoke gusset the second side 15, spoke gusset the 3rd side 16, spoke gusset the 4th side 17, spoke gusset the 5th side 18, spoke gusset the 6th side 19, spoke gusset heptalateral face 20, on spoke gusset the 8th side 21.Above-mentioned eight foil gauges are to relatively its position of respectively pasting the side is all identical, and right 16 the uniaxial strain sheet sensitivity coefficients of eight foil gauges are all identical simultaneously, and initial resistance is Rz.The 5th foil gauge sticks on spoke gusset the first side 14, the six foil gauges to 26 and sticks on spoke gusset the second side 15 27.The 5th foil gauge to the 5b uniaxial strain sheet 43 that is the 5a uniaxial strain sheet 42 of 45 ° of angles with Z axis in 26, is 135 ° of angles with Z axis and the 6th foil gauge in 27 with Z axis be 45 ° of angles 6a uniaxial strain sheet 44, and X-axis to be 135 ° 6b uniaxial strain sheet 45 sensitivity coefficients all identical, initial resistance is RZ, consist of resistance bridge, be formed for measuring the full bridge measurement circuit of Z-direction component;
Similar, the 7th foil gauge to the 28, the 8th foil gauge to four uniaxial strain sheets in 29: 7a uniaxial strain sheet 46,7b uniaxial strain sheet 47,8a uniaxial strain sheet 48,8b uniaxial strain sheet 49 consist of resistance bridges, form a full bridge measurement circuit that is used for measurement Z-direction component; The 9th foil gauge to the 30, the tenth foil gauge to four uniaxial strain sheets in 31: 9a uniaxial strain sheet 50,9b uniaxial strain sheet 51,10a uniaxial strain sheet 52,10b uniaxial strain sheet 53 consist of resistance bridges, form a full bridge measurement circuit that is used for measurement Z-direction component; The 11 foil gauge to 32, the 12 foil gauge is to four uniaxial strain sheets in 33:: 11a uniaxial strain sheet 54,11b uniaxial strain sheet 55,12a uniaxial strain sheet 56,12b uniaxial strain sheet 57 consist of resistance bridges, form a full bridge measurement circuit that is used for measurement Z-direction component.Provide required power supply signal to above-mentioned four the full bridge measurement circuit unifications that are used for measurement Z-direction component, with four positive signal output-parallels in four full bridge measurement circuit, form a positive signal output; With four negative signal output-parallels in four full bridge measurement circuit, form a negative signal output, thereby form a metering circuit in parallel of measuring Z-direction component.
The principle of work of spoke and centrepin column combination formula three-dimensional force sensor:
During the work of spoke and centrepin column combination formula three-dimensional force sensor, the section of being installed 9 of the center pin 4 in the elastic body 1 is fixedly connected with force application object, and spoke pedestal in the elastic body 13 is fixed on the load object by modes such as bolts.When external force is applied to spoke and centrepin column combination formula three-dimensional force sensor by center pin 4, under X-axis, Y direction component FX, FY effect, center pin 4 produces shear stress, and Z-direction component FZ effect is lower, and four gussets 5 in the elastic body 1 produce shear stress.Because shear stress has produced mutually perpendicular two equal and opposite in directions that are 45 ° of directions and drawn, is pressed into two principle stresses, stick on the corresponding variation that the right resistance value of foil gauge on 8 sides of 7 four sides of square patch section and gusset occurs.After supplying required supply voltage to X-direction component metering circuit, Y direction component metering circuit, Z-direction component metering circuit in parallel, the output voltage signal that each metering circuit output is directly proportional with its correspondence direction component size, after the data acquisition system is demarcated processing to the output signal of spoke and centrepin column combination formula three-dimensional force sensor, can obtain tested three-dimensional force value.
Claims (6)
1. a spoke and centrepin column combination formula three-dimensional force sensor is characterized in that:
This sensor is comprised of elastic body (1) and foil gauge group (2), described elastic body (1) is a monoblock type symmetrical structure, by spoke pedestal (3), gusset (5) forms with center pin (4), described center pin (4) is connected to the center of spoke pedestal (3) by gusset (5), comprise four rectangle sides on center pin (4) face, symmetrical parallel and be that spoke pedestal (3) baseplane is vertical with the XY plane in twos wherein, described gusset (5) is four, comprise eight sides vertical with the XY plane on it, described foil gauge group (2) comprises 12 foil gauges pair, stick on respectively on four rectangle sides and eight of four gussets (5) sides vertical with the XY plane on the center pin (4) in the elastic body (1), described foil gauge group (2) produces strain with elastic body (1) change of shape and causes resistance variations, and the Wheatstone bridge output that forms by foil gauge respectively with three direction component F
X, F
Y, F
ZThree voltage signals that linear direct ratio changes.
2. spoke according to claim 1 and centrepin column combination formula three-dimensional force sensor is characterized in that:
Four rectangle sides on described center pin (4) face comprise: square column the first side (10), square column the second side (11), square column the 3rd side (12) and square column the 4th side (13), wherein, square column the first side (10) is parallel with X-axis with square column the 3rd side (12), square column the second side (11) is parallel with Y-axis with square column the 4th side (13), comprises eight sides vertical with the XY plane on four gussets (5).
3. spoke according to claim 1 and 2 and centrepin column combination formula three-dimensional force sensor is characterized in that:
The first foil gauge of described foil gauge group (2) is to (22), the second foil gauge is to (23), the 3rd foil gauge sticks on respectively square column first side (10) of center pin (4) to (25) to (24) and the 4th foil gauge, square column the second side (11), on four sides on square column the 3rd side (12) and square column the 4th side (13), the 5th foil gauge is to (26), the 6th foil gauge is to (27), the 7th foil gauge is to (28), the 8th foil gauge is to (29), the 9th foil gauge is to (30), the tenth foil gauge is to (31), the 11 foil gauge sticks on respectively on eight sides of four gussets (5) in the elastic body (1) (33) (32) and the 12 foil gauge.
4. spoke according to claim 1 and 2 and centrepin column combination formula three-dimensional force sensor is characterized in that:
Each foil gauge is to including two identical uniaxial strain sheets in the described foil gauge group (2), two the foil gauge longitudinal center line of symmetries axis direction angle parallel with component F that sticks on the same side of elastic body (1) is respectively 45 ° and 135 °, be described the first foil gauge to (22) and the 3rd foil gauge to 1a uniaxial strain sheet (34) in (24), longitudinal center's axis of symmetry of 2a uniaxial strain sheet (36) and X-axis are 45 ° of angles, 1b uniaxial strain sheet (35), longitudinal center's axis of symmetry of 2b uniaxial strain sheet (37) and X-axis are 135 ° of angles; The second foil gauge is 45 ° of angles to (23) and the 4th foil gauge to longitudinal center's axis of symmetry and the Y-axis of 3a uniaxial strain sheet (38), 4a uniaxial strain sheet (40) in (25), and longitudinal center's axis of symmetry and the Y-axis of 3b uniaxial strain sheet (39), 4b uniaxial strain sheet (41) are 135 ° of angles;
The vertical symmetrical center line and the Z direction that stick on two uniaxial strain sheets of eight foil gauge centerings on eight sides of four gussets (5) namely are respectively 45 ° and 135 ° perpendicular to XY in-plane angle.
5. spoke according to claim 3 and centrepin column combination formula three-dimensional force sensor is characterized in that:
Described the first foil gauge forms a resistance bridge to (22) and the 3rd foil gauge to four foil gauges in (24), is formed for measuring the full bridge measurement circuit of X-direction component; The second foil gauge forms a resistance bridge to (23) and the 4th foil gauge to (25), is used for measuring the full bridge measurement circuit of Y direction component.
6. spoke according to claim 3 and centrepin column combination formula three-dimensional force sensor is characterized in that:
Described the 5th foil gauge consists of resistance bridge to (26), the 6th foil gauge to four uniaxial strain sheets in (27), forms a full bridge measurement circuit that is used for measuring Z-direction component; The 7th foil gauge consists of resistance bridge to (28), the 8th foil gauge to four uniaxial strain sheets in (29), forms a full bridge measurement circuit that is used for measuring Z-direction component; The 9th foil gauge consists of resistance bridge to (30), the tenth foil gauge to four uniaxial strain sheets in (31), forms a full bridge measurement circuit that is used for measuring Z-direction component; The 11 foil gauge consists of resistance bridge to (32), the 12 foil gauge to four uniaxial strain sheets in (33), forms a full bridge measurement circuit that is used for measuring Z-direction component;
In parallel to above-mentioned four full bridge measurement circuit input powers that be used for to measure Z-direction component, four positive signal output-parallels in four full bridge measurement circuit form a positive signal and export; With four negative signal output-parallels in four full bridge measurement circuit, form a negative signal output, thereby form a metering circuit in parallel of measuring Z-direction component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320272642 CN203241182U (en) | 2013-05-19 | 2013-05-19 | Spoke/center pin column combined-type three-dimensional force sensor |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320272642 CN203241182U (en) | 2013-05-19 | 2013-05-19 | Spoke/center pin column combined-type three-dimensional force sensor |
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| Publication Number | Publication Date |
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| CN203241182U true CN203241182U (en) | 2013-10-16 |
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| CN 201320272642 Withdrawn - After Issue CN203241182U (en) | 2013-05-19 | 2013-05-19 | Spoke/center pin column combined-type three-dimensional force sensor |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103292939A (en) * | 2013-05-19 | 2013-09-11 | 吉林大学 | Spoke and central pin column combined type three-dimensional force sensor |
| CN103753519A (en) * | 2014-01-13 | 2014-04-30 | 东南大学 | Platform mechanism focusing on calibration method of three degree of freedom force feedback hand controller |
| CN104913837A (en) * | 2015-07-01 | 2015-09-16 | 湖南大学 | Intelligent weighing bearer based on basin-type bearer improvement |
| CN108072509A (en) * | 2016-11-17 | 2018-05-25 | 上海汽车集团股份有限公司 | The load measuring system of rotational parts in articulated structure |
| CN111060237A (en) * | 2019-10-23 | 2020-04-24 | 宁波柯力传感科技股份有限公司 | Bridge circuit of force cell |
-
2013
- 2013-05-19 CN CN 201320272642 patent/CN203241182U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103292939A (en) * | 2013-05-19 | 2013-09-11 | 吉林大学 | Spoke and central pin column combined type three-dimensional force sensor |
| CN103753519A (en) * | 2014-01-13 | 2014-04-30 | 东南大学 | Platform mechanism focusing on calibration method of three degree of freedom force feedback hand controller |
| CN103753519B (en) * | 2014-01-13 | 2016-07-06 | 东南大学 | Platform mechanism for the scaling method of the force feedback hand controlled device of Three Degree Of Freedom |
| CN104913837A (en) * | 2015-07-01 | 2015-09-16 | 湖南大学 | Intelligent weighing bearer based on basin-type bearer improvement |
| CN108072509A (en) * | 2016-11-17 | 2018-05-25 | 上海汽车集团股份有限公司 | The load measuring system of rotational parts in articulated structure |
| CN108072509B (en) * | 2016-11-17 | 2019-10-22 | 上海汽车集团股份有限公司 | The load measuring system of rotational parts in articulated structure |
| CN111060237A (en) * | 2019-10-23 | 2020-04-24 | 宁波柯力传感科技股份有限公司 | Bridge circuit of force cell |
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