CN105547132A - Transverse distribution three sensitive grid metal strain gauge capable of measuring bias sensitive grid center transverse partial deviation - Google Patents
Transverse distribution three sensitive grid metal strain gauge capable of measuring bias sensitive grid center transverse partial deviation Download PDFInfo
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B7/00—Measuring arrangements characterised by the use of electric or magnetic techniques
- G01B7/16—Measuring arrangements characterised by the use of electric or magnetic techniques for measuring the deformation in a solid, e.g. by resistance strain gauge
- G01B7/18—Measuring arrangements characterised by the use of electric or magnetic techniques for measuring the deformation in a solid, e.g. by resistance strain gauge using change in resistance
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Abstract
The invention relates to a transverse distribution three sensitive grid metal strain gauge capable of measuring bias sensitive grid center transverse partial deviation. The strain gauge comprises a base and three sensitive grids fixed on the base, wherein two ends of each sensitive grid are respectively connected with a pin, each sensitive grid comprises a sensitive segment and a transition segment, axial lines of all the sensitive segments are coplanar parallel straight lines, in the plane of the axial lines of the sensitive segments, the direction along with the axial line direction of the sensitive segments is the axial direction, the direction perpendicular to the axial direction is the transverse direction, no axial deviation exists among the three sensitive grid centers, transverse deviation exists among the three sensitive grid centers, the sensitive grids are sequentially arranged according to orders of the sensitive grid center positions and are respectively an upper sensitive grid, a middle sensitive grid, a lower sensitive grid from up to down transversely, and the ratio of total resistance change values of the sensitive segments of the upper sensitive grid, the middle sensitive grid and the lower sensitive grid under the same strain condition is 1:4:3. The strain gauge can measure transverse first order partial deviation of the lower sensitive grid center.
Description
Technical field
The present invention relates to sensor field, especially a kind of metal strain plate.
Background technology
The principle of work of metal resistance strain gauge is resistance strain effect, and namely tinsel is when being subject to effects of strain, and its resistance, along with the size of occurred mechanically deform (stretching or compression), corresponding change occurs.The theoretical formula of resistance strain effect is as follows:
Wherein R is its resistance value, and ρ is metal material resistivity, and L is metal material length, and S is metal material sectional area.Tinsel occurs in the process of mechanically deform bearing strain, and ρ, L, S three will change, thus will inevitably cause the change of metal material resistance value.When metal material is stretched, length increases, and sectional area reduces, and resistance value increases; When by compression, length reduces, and sectional area increases, and resistance value reduces.Therefore, as long as the change of resistance value can be measured, just known strained situation wiry.Metal material resistance change rate formula can be derived by relevant knowledges such as formula (1) and the mechanics of materials:
Wherein Δ R is resistance variation amount, and Δ L is the variable quantity of metal material length on pulling force or pressure action direction, and ε is that the strain on same direction is usually called axial strain, and K is metal material ga(u)ge factor.
In actual applications, metal resistance strain gauge is pasted onto the surface of Sensor Elastic Element or tested mechanical component.When the flexible member in sensor or tested mechanical component produce strain by acting force, also there is identical mechanically deform in the foil gauge pasted thereon thereupon, causes foil gauge resistance that corresponding change occurs.At this moment, mechanical quantity is just converted to the variable quantity output of resistance by resistance strain gage.
But we also need the partial derivative understanding workpiece strain sometimes, such as have three kinds of occasions below, but are not limited thereto three, need to use surface of the work strain partial derivative:
The first, concentrate owing to there will be strain near workpiece shapes sudden change place, often become workpiece and first occur damaging part, the strain partial derivative near sudden change place of monitoring shape, this place strain intensity can be obtained intuitively.
Second, exist in a large number by comer pieces in building, bridge, plant equipment, mechanics of materials relevant knowledge tells us, bent beam surface axial strain is directly proportional to section turn moment, the axial first-order partial derivative of section turn moment is directly proportional to cross section shearing strain, namely can know cross section shearing strain by the axial first-order partial derivative of surperficial axial strain, and this shearing strain directly cannot measure at surface of the work with foil gauge;
3rd, during applied elasticity research workpiece strain, internal strain is decided by partial differential equation, and equation solution needs boundary condition, and surface of the work strain partial derivative is exactly one of boundary condition, and this is that general foil gauge cannot provide.
In addition, to some position of workpiece, the such as position such as the shaft shoulder, part edge place, due to the sudden change of geomery, it strains the change that often corresponding existence is larger.But, just due to the sudden change of geomery, make the foil gauge that the more difficult arrangement in this place is general, need the product of a kind of energy inclined marginal position of monitor strain sheet instead of center position strain local derviation.
Summary of the invention
The deficiency of strain local derviation cannot be detected in order to overcome existing metal strain plate, the invention provides and a kind ofly more can effectively can detect the cross direction profiles three sensitive grid metal strain plate measuring biased sensitive grid central cross local derviation of the horizontal local derviation of surface strain by monitor strain, particularly there is the horizontal single order local derviation of size restriction site at measuring workpieces corner, edge etc. to foil gauge.
The technical solution adopted for the present invention to solve the technical problems is:
A kind of cross direction profiles three sensitive grid metal strain plate measuring biased sensitive grid central cross local derviation, comprise substrate, described metal strain plate also comprises three sensitive grids, and the two ends of each sensitive grid connect a pin respectively, described substrate is fixed described three sensitive grids;
Each sensitive grid comprises sensitive segment and transition section, the two ends of described sensitive segment are transition section, described sensitive segment is elongated strip shaped, described transition section is tubbiness shape, the resistance of described sensitive segment is much larger than the resistance of described transition section, under same strain state, the increased resistance value of described sensitive segment is much larger than the increased resistance value of described transition section, and the increased resistance value of described transition section is close to 0;
All xsect centres of form of each sensitive segment form sensitive segment axis, this sensitive segment axis is straight line section, in described three sensitive grids each sensitive segment axis being parallel and be arranged in same plane, sensitive segment axis is determined in plane, along described sensitive segment axis direction namely axially, be laterally with axially vertical direction; Each sensitive segment exists the xsect that its both sides resistance value is equal, get this cross-section centroid position and with this sensitive segment resistance value for nominal mass is formed the nominal particle of place sensitive segment, the centroid position that the nominal particle of each sensitive segment is formed jointly is the center of sensitive grid;
Three sensitive grid center bias frees in the axial direction, have deviation in the horizontal; The order of sensitive grid center pressed by three sensitive grids, is transversely called sensitive grid, middle sensitive grid and lower sensitive grid from top to bottom; The distance at upper sensitive grid center and middle sensitive grid center is Δ y
1, the distance at middle sensitive grid center and lower sensitive grid center is Δ y
1, sensitive grid central cross position height person among any two sensitive grids, on its each sensitive segment, the lateral attitude of every bit is higher than the lateral attitude of any point on the arbitrary sensitive segment of another sensitive grid;
The sensitive segment all-in resistance of upper sensitive grid, middle sensitive grid and lower sensitive grid is the proportionate relationship of 1:4:3, and upper sensitive grid, middle sensitive grid and the all-in resistance changing value of sensitive segment sensitive segment under identical strain of lower sensitive grid are also the proportionate relationship of 1:4:3.
Further, all shape of cross section consistent size of each sensitive segment, get the axis point midway of each sensitive segment and with this sensitive segment resistance value for nominal mass is formed the nominal particle of place sensitive segment, the sensitive segment total length of described upper sensitive grid, middle sensitive grid and lower sensitive grid is the proportionate relationship of 1:4:3.The program is a kind of scheme that can select, as long as the position of nominal particle meets the equal xsect position of form center of its both sides resistance value, also can be other positions.
Further, the lower edge of the pin of lower sensitive grid and the lateral separation of lower sensitive grid bottom sensitive segment is very little or even pin lower edge is positioned at the top of lower sensitive grid bottom sensitive segment.Object reduces the distance of lower sensitive grid center to foil gauge lower edge.
Utilize the linear relationship between metal material increased resistance value and strain, this foil gauge may be used for monitor strain as common foil gauge.On the other hand, according to (" numerical computation method " 21 pages (1.4.11)-(1.4.14) formula as Yi Fengkang etc. compiles, National Defense Industry Press publishes in Dec, 1978 makes equidistant interpolation analysis) in numerical differentiation theory about the circular of single order local derviation, the numerical computation method of the y direction first-order partial derivative of f (x, y) is as follows:
Wherein y
1=y
0+ h, y
2=y
1+ h, paying special attention to above formula is (x, y
2) the first-order partial derivative value formula of position, the truncation error of this formula is less is o (h
2) be the higher order indefinite small of step-length square.By the strain that formula (2) engineering be it is generally acknowledged sensitive grid resistance change direct ratio and sensitive grid center, in conjunction with the proportionate relationship of each sensitive grid resistance and the resistance change under same strain, resistance and the resistance value deducting middle sensitive grid of upper sensitive grid and lower sensitive grid, again except the distance at above sensitive grid center and lower sensitive grid center is the horizontal single order local derviation strained, especially, according to numerical differentiation theory, this is the horizontal single order numerical value local derviation of lower sensitive grid center, instead of the horizontal single order local derviation in the middle part of foil gauge, therefore the advantage of this foil gauge is measuring workpieces corner, the general foil gauge such as edge limits the horizontal single order local derviation at the position that cannot measure due to size.
Technique should be noted keep sensitive grid, middle sensitive grid and lower sensitive grid transition section all-in resistance and the variable quantity of transition section resistance under external strain to be that the numerical relation of 1:4:3 is to heighten measuring accuracy, if the resistance of transition section and the lower resistance change of strain be can not ignore, also can be eliminated when detecting as systematic error.
Further, described metal strain plate also comprises cover plate, and described cover plate is covered in described sensitive grid and substrate.
Further again, described sensitive grid is wire form, foil, diaphragm type or thick-film type sensitive grid.
Further, described substrate is glued membrane substrate, glass fabric substrates, asbestos substrate, metallic substrates or temporary substrate.
Described three sensitive grid upper, middle and lower are arranged in substrate.Certainly, also can be other arrangement.
Beneficial effect of the present invention is mainly manifested in: the horizontal single order numerical value local derviation that effectively can detect lower sensitive grid center, particularly there is the horizontal single order local derviation of size restriction site at measuring workpieces corner, edge etc. to foil gauge.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the cross direction profiles three sensitive grid metal strain plate can measuring biased sensitive grid central cross local derviation.
Fig. 2 is the cross direction profiles three sensitive grid metal strain plate vertical view can measuring biased sensitive grid central cross local derviation.
Fig. 3 is measuring bridge schematic diagram.
Embodiment
Below in conjunction with accompanying drawing, the invention will be further described.
With reference to Fig. 1 ~ Fig. 3, measure a cross direction profiles three sensitive grid metal strain plate for biased sensitive grid central cross local derviation, comprise substrate, described metal strain plate also comprises three sensitive grids, the two ends of each sensitive grid connect a pin respectively, described substrate are fixed described three sensitive grids;
Each sensitive grid comprises sensitive segment and transition section, the two ends of described sensitive segment are transition section, described sensitive segment is elongated strip shaped, described transition section is tubbiness shape, the resistance of described sensitive segment is much larger than the resistance of described transition section, under same strain state, the increased resistance value of described sensitive segment is much larger than the increased resistance value of described transition section, and the increased resistance value of described transition section is close to 0;
All xsect centres of form of each sensitive segment form sensitive segment axis, this sensitive segment axis is straight line section, in described three sensitive grids each sensitive segment axis being parallel and be arranged in same plane, sensitive segment axis is determined in plane, along described sensitive segment axis direction namely axially, be laterally with axially vertical direction; Each sensitive segment exists the xsect that its both sides resistance value is equal, get this cross-section centroid position and with this sensitive segment resistance value for nominal mass is formed the nominal particle of place sensitive segment, the centroid position that the nominal particle of each sensitive segment is formed jointly is the center of sensitive grid;
Three sensitive grid center bias frees in the axial direction, have deviation in the horizontal; The order of sensitive grid center pressed by three sensitive grids, is transversely called sensitive grid, middle sensitive grid and lower sensitive grid from top to bottom; The distance at upper sensitive grid center and middle sensitive grid center is Δ y
1, the distance at middle sensitive grid center and lower sensitive grid center is Δ y
1, sensitive grid central cross position height person among any two sensitive grids, on its each sensitive segment, the lateral attitude of every bit is higher than the lateral attitude of any point on the arbitrary sensitive segment of another sensitive grid;
The sensitive segment all-in resistance of upper sensitive grid, middle sensitive grid and lower sensitive grid is the proportionate relationship of 1:4:3, and upper sensitive grid, middle sensitive grid and the all-in resistance changing value of sensitive segment sensitive segment under identical strain of lower sensitive grid are also the proportionate relationship of 1:4:3.
Further, all shape of cross section consistent size of each sensitive segment, get the axis point midway of each sensitive segment and with this sensitive segment resistance value for nominal mass is formed the nominal particle of place sensitive segment, the sensitive segment total length of described upper sensitive grid, middle sensitive grid and lower sensitive grid is the proportionate relationship of 1:4:3.The program is a kind of scheme that can select, as long as the position of nominal particle meets the equal xsect position of form center of its both sides resistance value, also can be other positions.
Further, the lower edge of the pin of lower sensitive grid and the lateral separation of lower sensitive grid bottom sensitive segment is very little or even pin lower edge is positioned at the top of lower sensitive grid bottom sensitive segment.Object reduces the distance of lower sensitive grid center to foil gauge lower edge.
The cross direction profiles three sensitive grid metal strain plate measuring biased sensitive grid central cross local derviation of the present embodiment, comprise substrate 1, described metal strain plate also comprises three sensitive grids, and the two ends of each sensitive grid connect a pin respectively, described substrate 1 is fixed described three sensitive grids.
Sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 can be fixed on substrate 1, for keep each sensitive grid fixing shape, position and size; Substrate 1 is very thin, thus the strain of surface of test piece is delivered to exactly upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4.Substrate 1 can be glued membrane substrate, glass fabric substrates, asbestos substrate, metallic substrates and temporary substrate.Usually with cohering, weld, substrate is fixed on the tested position of test block by the mode such as ceramic spraying.Substrate 1 also can be printed on the lines that some are located for foil gauge.
The materials such as cover plate paper using or glue are made, and are covered in sensitive grid 2, middle sensitive grid 3, lower sensitive grid 4 and substrate 1, play the protective seam of the effects such as protection against the tide, corrosion protection, loss prevention.
Pin 5 is for connecting sensitive grid and metering circuit, and upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 respectively have two pins 5, to foil and membrane type foil gauge, the upper sensitive grid 2 that pin 5 is connected with it, middle sensitive grid 3 and lower sensitive grid 4 combine as a whole.Two pins of upper sensitive grid 2 are 5-1 and 5-2, two pins of middle sensitive grid 3 are 5-3 and 5-4, two pins of lower sensitive grid 4 are 5-5 and 5-6, the lower edge of pin 5-5 and 5-6 and the lateral separation of lower sensitive grid 4 bottom sensitive segment is very little or even this two pins lower edge is positioned at the top of lower sensitive grid 4 bottom sensitive segment, object reduces the distance of lower sensitive grid 4 center to foil gauge lower edge.
Upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4, according to the difference of its metal sensitive material and processing technology, can be wire form, foil, diaphragm type, thick-film type.No matter the thickness of which kind of upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 is all very little, make the axial length of sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 with it depend on the deformation of workpiece and change.The basic crucial part of the present invention is sensitive grid 2, cooperation between middle sensitive grid 3 and lower sensitive grid 4, has following main points:
The first, three sensitive grids are arranged in substrate, is called sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4.
The second, upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 all can be divided into sensitive segment 6 and transition section 7, and each sensitive segment 6 is connected to form sensitive grid by each transition section 7.Comparatively speaking, sensitive segment 6 is in elongated shape, and resistance is comparatively large and its resistance is comparatively responsive to strain; Described transition section 7, substantially in tubbiness shape, makes the resistance of described transition section very little and insensitive to strain, and under duty, resistance variations is close to 0, and therefore the summation of sensitive segment resistance is the all-in resistance of single sensitive grid substantially.Fig. 2 has marked sensitive segment 6 and transition section 7 in more detail from angle more clearly.
3rd, the sensitive segment of each sensitive grid 6 is in elongated strip, and all xsect centres of form of each sensitive segment 6 form sensitive segment axis, and this sensitive segment 6 axis is straight line section, the axis being parallel of each sensitive segment 6 and be arranged in same plane.All xsects of each sensitive segment 6 are consistent along the projection of shape of sensitive segment axis direction.Get the axis point midway of each sensitive segment and with this sensitive segment resistance value for nominal mass is formed the nominal particle of place sensitive segment, the centroid position that the nominal particle of each sensitive segment is formed jointly is the center of sensitive grid.
4th, sensitive segment 6 total length of upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 is the proportionate relationship of 1:4:3, sensitive segment 6 all-in resistance of upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 is the proportionate relationship of 1:4:3, and upper sensitive grid 2, middle sensitive grid 3 and the all-in resistance changing value of sensitive segment 6 sensitive segment under identical strain of lower sensitive grid 4 are also the proportionate relationship of 1:4:3.
5th, overlook sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4, they all have axis of symmetry and axis of symmetry overlaps (y-axis in Fig. 2), upper sensitive grid 2, middle sensitive grid 3 sensitive segment 6 respective with lower sensitive grid 4 is all vertical with this axis of symmetry, and the sensitive segment 6 of each sensitive grid all distributes about this rotational symmetry.Therefore, can say sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 center all in y-axis, there is lateral deviation at their center without axial deviation.According to the vertical view of foil gauge in Fig. 2, the sensitive segment 6 of upper sensitive grid 2 has axial axis of symmetry x
u, the center of upper sensitive grid 2 is at y-axis and x
uthe intersection point of axle, the sensitive segment 6 of middle sensitive grid 3 has axial axis of symmetry x
m, the center of middle sensitive grid 3 is at y-axis and x
mthe intersection point of axle, the sensitive segment 6 of lower sensitive grid 4 has axial axis of symmetry x
l, the center of lower sensitive grid 4 is at y-axis and x
lthe intersection point of axle.
6th, the distance at upper sensitive grid center and middle sensitive grid center is Δ y
1, the distance at middle sensitive grid center and lower sensitive grid center is Δ y
1, the line mid point namely going up the center of sensitive grid 2 and the center of lower sensitive grid 4 is also y-axis and x
mthe intersection point of axle, as shown in Figure 2.By the forward of y-axis shown in Fig. 2, on any sensitive segment 6 of upper sensitive grid 2 the y coordinate of arbitrfary point be greater than middle sensitive grid 3 any sensitive segment 6 on the y coordinate of arbitrfary point, on any sensitive segment 6 of middle sensitive grid 3 the y coordinate of arbitrfary point be greater than lower sensitive grid 4 any sensitive segment 6 on the y coordinate of arbitrfary point.Because the relative position of upper sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 is ensured quite accurately to be secured by foil gauge production technology, this is also that the present invention can detect workpiece and strains one of key of horizontal partial derivative.
In sum, in the present invention, sensitive grid 2, middle sensitive grid 3 and lower sensitive grid 4 increased resistance value under same strain are the proportionate relationship of 1:4:3, and each sensitive grid central shaft laterally has deviation, upper sensitive grid 2 center equal to the distance of lower sensitive grid 4 with middle sensitive grid 3 center to the distance at middle sensitive grid 3 center to bias free.
Under making free state, upper sensitive grid 2 resistance is R
u0, middle sensitive grid 3 resistance is R
m0, lower sensitive grid 4 resistance is R
l0, should R be had
u0+ R
l0=R
m0=R
0.Foil gauge of the present invention is placed in certain when having a surface strain, upper sensitive grid 2 resistance is R
0+ Δ R
u, middle sensitive grid 3 resistance is R
0+ Δ R
m, lower sensitive grid 4 resistance is R
0+ Δ R
l; On the other hand, the center of upper sensitive grid 2 and lower sensitive grid 4 lays respectively at y-axis and x in Fig. 2
uintersection point and y-axis and x
lintersection point, transversely at a distance of 2 Δ y
1.The formula of the relation of sensitive grid resistance and surface strain and numerical differentiation (3) is utilized to have:
Wherein
for the center of lower sensitive grid 4, ε
ufor the strain of upper sensitive grid 2 center, ε
mfor the strain of middle sensitive grid 3 center, ε
lfor the strain of lower sensitive grid 4 center.Namely this is the principle that the present embodiment measured surface strains horizontal local derviation.Pay special attention to, the numerical differentiation that above formula calculates is the horizontal single order local derviation of strain of the center of lower sensitive grid 4, this position is the downside of foil gauge, therefore has and is convenient to there are the horizontal single order local derviation of size restriction site in measuring workpieces corner, edge etc. advantage to foil gauge.Composition graphs 2, the lower edge of pin 5-5 and 5-6 of lower the sensitive grid 4 and lateral separation of lower sensitive grid bottom sensitive segment is very little or even pin lower edge is positioned at the top of lower sensitive grid bottom sensitive segment, object reduces the distance of lower sensitive grid center to foil gauge lower edge, so that play above-mentioned advantage further.
Coordinated by the present embodiment electric bridge to can be used for monitor strain, strain horizontal single order local derviation, suppose that bridge input voltage is u
i, output voltage is u
o, Fig. 3 is shown in by the schematic diagram of measuring bridge.When without workpiece effects of strain, each arm resistance of electric bridge is labeled as R respectively according to clockwise direction
1, R
2, R
3, R
4, when obscuring also with these sign flag resistance place electric bridges.Each electric bridge can be laid sensitive grid or the resistance of foil gauge.Arrange identical with general foil gauge, if settle sensitive grid on multiple brachium pontis, to the order of each installation position, the requirement of strain difinite quality.During without workpiece effects of strain, the Output Voltage Formula of electric bridge is
Now, bridge balance i.e. u is required
o=0, so so-called bridge balance condition R must be met
1r
3-R
2r
4=0, the electric bridge of employing meets further
R
1＝R
2＝R
3＝R
4，(6)
Because, the first, satisfy condition (6) time, the highest according to relevant theoretical foil gauge sensitivity; The second, monitor strain or strain horizontal local derviation the equal requirement condition of method (6) set up.When foil gauge, with external world's strain, strain also occurs, above-mentioned bridge balance condition is generally no longer set up, now
Due to Δ R
i< < R
i(i=1,2,3,4) event first ≈ sets up, and second ≈ is as Δ R
1-Δ R
2with Δ R
3-Δ R
4jack per line or contrary sign but | Δ R
1-Δ R
2| with | Δ R
3-Δ R
4| not very close to time set up, in engineering, choose reasonable foil gauge installation position can realize completely.The voltage measurement strain that general available formula (7) obtains; Can convolution (4) and formula (7) to the horizontal local derviation of strain, reasonable design arranges each brachium pontis sensitive grid and resistance, such as brachium pontis R
1sensitive grid 3 in layout, brachium pontis R
2sensitive grid 2 and lower sensitive grid 4 in arranged in series, all the other brachium pontis configuration substitutional resistance, can obtain and strain the linear magnitude of voltage u of horizontal single order local derviation with lower sensitive grid 4 center
o, this voltage is that feeble signal need be amplified.
Claims (7)
1. can measure the cross direction profiles three sensitive grid metal strain plate of biased sensitive grid central cross local derviation for one kind, comprise substrate, it is characterized in that: described metal strain plate also comprises three sensitive grids, the two ends of each sensitive grid connect a pin respectively, described substrate are fixed described three sensitive grids;
Each sensitive grid comprises sensitive segment and transition section, the two ends of described sensitive segment are transition section, described sensitive segment is elongated strip shaped, described transition section is tubbiness shape, the resistance of described sensitive segment is much larger than the resistance of described transition section, under same strain state, the increased resistance value of described sensitive segment is much larger than the increased resistance value of described transition section, and the increased resistance value of described transition section is close to 0;
All xsect centres of form of each sensitive segment form sensitive segment axis, this sensitive segment axis is straight line section, in described three sensitive grids each sensitive segment axis being parallel and be arranged in same plane, sensitive segment axis is determined in plane, along described sensitive segment axis direction namely axially, be laterally with axially vertical direction; Each sensitive segment exists the xsect that its both sides resistance value is equal, get this cross-section centroid position and with this sensitive segment resistance value for nominal mass is formed the nominal particle of place sensitive segment, the centroid position that the nominal particle of each sensitive segment is formed jointly is the center of sensitive grid;
Three sensitive grid center bias frees in the axial direction, have deviation in the horizontal; The order of sensitive grid center pressed by three sensitive grids, is transversely called sensitive grid, middle sensitive grid and lower sensitive grid from top to bottom; The distance at upper sensitive grid center and middle sensitive grid center is Δ y
1, the distance at middle sensitive grid center and lower sensitive grid center is Δ y
1, sensitive grid central cross position height person among any two sensitive grids, on its each sensitive segment, the lateral attitude of every bit is higher than the lateral attitude of any point on the arbitrary sensitive segment of another sensitive grid;
The sensitive segment all-in resistance of upper sensitive grid, middle sensitive grid and lower sensitive grid is the proportionate relationship of 1:4:3, and upper sensitive grid, middle sensitive grid and the all-in resistance changing value of sensitive segment sensitive segment under identical strain of lower sensitive grid are also the proportionate relationship of 1:4:3.
2. can measure the cross direction profiles three sensitive grid metal strain plate of biased sensitive grid central cross local derviation as claimed in claim 1, it is characterized in that: all shape of cross section consistent size of each sensitive segment, get the axis point midway of each sensitive segment and with this sensitive segment resistance value for nominal mass is formed the nominal particle of place sensitive segment, the sensitive segment total length of described upper sensitive grid, middle sensitive grid and lower sensitive grid is the proportionate relationship of 1:4:3.
3. can measure the cross direction profiles three sensitive grid metal strain plate of biased sensitive grid central cross local derviation as claimed in claim 1 or 2, it is characterized in that: the lower edge of the pin of described lower sensitive grid and the lateral separation of lower sensitive grid bottom sensitive segment is very little or even pin lower edge is positioned at the top of lower sensitive grid bottom sensitive segment.
4. can measure the cross direction profiles three sensitive grid metal strain plate of biased sensitive grid central cross local derviation as claimed in claim 1 or 2, it is characterized in that: described metal strain plate also comprises cover plate, described cover plate is covered in described sensitive grid and substrate.
5. can measure the cross direction profiles three sensitive grid metal strain plate of biased sensitive grid central cross local derviation as claimed in claim 1 or 2, it is characterized in that: described sensitive grid is wire form, foil, diaphragm type or thick-film type sensitive grid.
6. can measure the cross direction profiles three sensitive grid metal strain plate of biased sensitive grid central cross local derviation as claimed in claim 1 or 2, it is characterized in that: described substrate is glued membrane substrate, glass fabric substrates, asbestos substrate, metallic substrates or temporary substrate.
7. can measure the cross direction profiles three sensitive grid metal strain plate of biased sensitive grid central cross local derviation as claimed in claim 1 or 2, it is characterized in that: described three sensitive grid upper, middle and lower are arranged in substrate.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510883326.8A CN105547132B (en) | 2015-12-04 | 2015-12-04 | The sensitive grid metal strain plate of cross direction profiles three of measurable biasing sensitive grid central cross local derviation |
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|---|---|---|---|
| CN201510883326.8A CN105547132B (en) | 2015-12-04 | 2015-12-04 | The sensitive grid metal strain plate of cross direction profiles three of measurable biasing sensitive grid central cross local derviation |
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| CN112595394A (en) * | 2020-12-07 | 2021-04-02 | 锐马（福建）电气制造有限公司 | Tangential arc strain gauge, radial strain gauge and supporting leg weighing sensor |
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