Embodiment
Typical C D-SEM comprises one in order to form the electron gun of an electron beam, utilizes deflection and the tilt component and the condenser lens of an electron beam scanning sample, and its grade can be under a certain heeling condition, reduces various skews and deviation of the alignment simultaneously.And the electronics of dispersing because of the interaction between this sample and this electron gun (for example secondary electron) can be adsorbed to the detector that detection signal can be provided, and with a processing modules process.This detection signal can be used for judging the sample of different characteristic, and forms the image of sample.
Invention can be implemented on the CD-SEMs of various structures, its structure may be different because of part count and arrangement of parts.For example the practical structures of the number of deflection units and each assembly all may be different.This CD-SEM can comprise built-in lens and outer lens detector or its both in conjunction with the person.
The calcspar of critical size sweep electron microscope (CD-SEM) 100 is that simplified schematic illustration is in Fig. 1 a.But CD-SEM 100 comprises the electron gun 103 of a divergent bundle 101, and this electron beam is captured by anode 104.These object lens 112 can focus on electron beam on this sample surfaces 105a.This electron beam is to utilize scan-type deflection units 102 these samples of scanning.The calibration of this electron beam and optical axis that this aperture 106 or desire these deflection units 108 to 111 of mat is respectively reached.When as a deflection unit coils, can use the static module and the static deflecting wedge that are charged plates or coil combining form.
Detector 16 can detect because of (3 to 50ev) quite low-yield by the secondary electron of different angles from sample 105 vagus escapes.The particulate that dissipates by a sample or the measurement of secondary electron can scintillation counter (being connected to photomultiplier or fellow) form detector handle.Because measuring the mode of signal generally can be to invention conception influence to some extent, therefore should understand it should not be considered as restriction of the present invention.
Detection signal is that mat one processing components (can be the some of controller 33, but do not need herein) is handled, and this processing components has the image processing ability and can handle multi-form detection signal.Typical processing mode comprises that forming one reflects the waveform of this detection signal to the amplitude of direction of scanning.This waveform can further be handled with at least one edge of judging detected structural detail and other section features.
The different parts of this system are to be connected to the corresponding provisioning component of being controlled by different Control Component (for example the high pressure provisioning component 21), and the overwhelming majority such as its grade omits in diagram because of simplified illustration.These Control Component decidables are supplied to the electric current and the voltage of a specific features.
CD-SEM 100 comprises a pair of deflection system, and it comprises deflection units 110 and 111.Therefore, this deflection electron beam of introducing this first deflection units 110 can be proofreaied and correct in second deflection units 111.Because this pair deflection system, this electron beam can move and this electron beam need not be carried out the electron beam deflection with respect to this optical axis in a direction.
Fig. 1 b is the oblique view according to object lens 120 of another embodiment of the present invention.This tilt deflection is to carry out in these object lens belows (direction down) in Fig. 1 b.Object lens and object lens 102 different being in there being a center pole to be located in one or four configuration set, it is positioned these object lens and sample room, in order to control the deflected condition of this electron beam.This center pole be electrically connected to a ring and a core with additional coils (not shown) with a flux concentration between these center pole the space and allow electron beam pass through this place.
The accuracy measurement that CD-SEMs can several nanometers has the structural detail in inferior micron-scale cross section now.Expected is to make and inspection process continues under the situation of improvement again, and the size of this uniform cross section can more become to reducing in future.
The various features in this cross section then may become to attach most importance to, and these features can comprise as: the shape of cross sectional shape, one or more section, the width of section and/or height and/or position angle, and the relation between section.This feature can reflect representative value and maximum and/or minimum value.Generally speaking, the width of metal wire bottom is an emphasis, but is not certain, so other features also may be quite important.
Fig. 2 a is the stravismus and the sectional view of explanation metal wire 210.Metal wire 210 has a cross section 220, it comprises a top section 224 and two traverse sections 222 and 226 that essence is relative, it is to should top section 214 and the two side 212 and 214 of metal wire 210, wherein these traverse sections are to be the roughly forward at diagonal angle, so that the bottom of this metal wire can not covered by top section 210.Fig. 2 b illustrates the cross section 230 of another metal wire, and it has first traverse sections 232 of a top section 234, a forward and second traverse sections 236 of a negative sense.Fig. 2 b has also illustrated the various aspects of positive angle, negative angle and zero angle.
Be meant metal wire though should notice Fig. 2 a to 2b, but preceding method and system all can use to judge various structural details (for example contact hole, groove and fellow's) section feature, for example top critical size, bottom critical size, maximum critical size and fellow.
Fig. 3 a to 3c is that the traverse sections that a quite wide forward traverse sections, is rather narrow and the waveform 250-252 of a negative sense traverse sections are represented in summary description.Be as seen in Fig., suitable narrow of corrugated part that should be relevant with steep sidewalls and negative sense sidewall, and corresponding with the width f of this scanning beam.
Fig. 4 is that explanation one is used to judge that one has time method 400 process flow diagrams of the section feature of the structural detail in micron cross section, and this cross section is defined by an interlude that is positioned between one first and one second traverse sections.
Method 400 is initial by step 420, and it is to respond with an electron beam that tilts one or more corresponding tilt angle at least (for example irradiation this top section and one first transversal section) at least this structural detail to be carried out at least single pass and judge one first traverse section cross sectional.According to one embodiment of the invention, if the height of this structural detail is known or recorded, a single dip sweeping is promptly enough.Otherwise, then need at least twice scanning (with different heeling conditions).The height of this structural detail can be responded a height calibration process and/or respond the information that this measured object manufacturer provided and estimate.This calibration procedure can comprise that the height to the structural detail of horizontal month this tested object takes multiple measurements.This program can comprise that the height with this structural detail shines upon (mapping) in the zones of different of this tested object.This measurement can be undertaken by sweep electron microscope, but and nonessential, so other instruments such as atomic force microscope (atomic force microscope), confocal microscope (confocal microscope) all can use.
Confirm that first parameter value inquiry step 430 why can be connected on after the step 420, it is equivalent to confirm that whether a predetermined first condition satisfies, and/or confirm whether this first parameter value drops among a preset range or the scope group.Generally speaking, whether the result of this first parameter decidable step 420 can judge the required scanning times of a section feature to reduce in order to estimate this feature of second section.
Basically, if this traverse sections satisfies this first condition when being assumed to symmetry.Perhaps, this first parameter is also measured to some extent a possible traverse sections and responded, and is all relevant with specific waveforms as steep traverse sections and negative sense traverse sections.The inventor finds if when the width essence of a traverse sections equals the width of this electron beam, but it is the able one.
If when this first condition satisfies, promptly can follow step 430 and carry out step 440, it is to respond this first traverse sections feature to judge one second traverse section cross sectional.Otherwise, then can follow step 430 and carry out step 450, it is to respond with an electron beam that tilts one or more corresponding tilt angle at least (for example irradiation this top section and one second transversal section) at least this structural detail to be carried out at least single pass and judge one second traverse section cross sectional.It should be noted that under many situations when the height of this structural detail when being known by the result of step 420 (if they do not record or learn in advance), single dip sweeping is just enough.
This first parameter value can judge by different way, and such as but not limited to the combination of following manner and/or following these modes: (i) mat one pre-calibration program is judged; (ii) responding the balancing waveform of obtaining during the step 420 judges; (iii) responding related between the waveform segment relevant with traverse sections judges; (iv) judge by in pre-record waveform library, finding out the waveform that a best conforms to or roughly conform to.It should be noted that this waveform can be responded one and form with the scanning of an inclination electron beam and/or a non-inclination electron beam.But this symmetry mat end user gives this CD-SEM.
According to an aspect of the present invention, this symmetry can be by measuring an architectural feature (or composite structure feature), this tested object of rotation, finding out this predict object and reach and recorded by this this tested object of " relatively " orientation measurement.
This calibration procedure can comprise that the composite construction element both sides repeatedly measure, and judges whether this first condition satisfies.This first condition also can be responded to some extent to the required accuracy that this section feature is measured.
This first parameter value also or can respond to some extent to the width of this electron beam and with the relation between the width of this any one relevant corrugated part of first or second crosscut portion, wherein this waveform is to obtain in the step of judgement one first traverse section cross sectional.
One typical first parameter value may be true or mistake, but this is not certain, and for example it may have the numerical range that can point out certain number.When latter half of numerical range satisfied first condition, it can further respond other parameters, for example required accuracy and the fellow who all measures.
It after step 440 and 450 step 460 of judging the section feature of this structural detail.Can learn and first and second feature of this first and second traverse sections when also known by step 420 and/or step 440 when the section feature of this top/interlude, just can calculate the various features of this structural detail.For example, when supposing that this first condition satisfies, the width that this bottom critical size measurement of a metal wire is this top section adds the horizontal projection of this first side wall of twice.
Fig. 5 is that explanation is used to judge that one has time process flow diagram of the method for the section feature of the structural detail in micron cross section, and this cross section is to define by an interlude that is positioned between first and second traverse sections.
Method 500 is to originate in step 510, and it is this structural detail of electron beam scanning that tilts with first positive angle (with respect to a dotted line perpendicular to this structural detail), so that one first data set to be provided.The exemplary relationship that one electron beam 600 (tilting with first positive angle) and a structural detail are 210 then is illustrated in Fig. 6 a.
Be inquiry step 520 after step 510, whether the height of its inquiry structural detail known (height of structural detail records in advance) or recorded (getting by measuring other structural details, for example during a height calibration process).If answer then skips to step 530, otherwise then skips to step 540 for not.
Step 530 comprises this structural detail of electron beam scanning with second positive angle (with respect to a dotted line perpendicular to this structural detail) inclination, so that one second data set to be provided.The exemplary relationship that one electron beam 610 (tilting with second positive angle) and a structural detail are 210 then is illustrated in Fig. 6 a.Carry out step 540 after the step 530.
Step 540 comprise response at least this first data set judge one first traverse section cross sectional.Mention along band, when skipping, just respond this first data set to judge this feature as if step 530, right in execution in step 530, then respond two data sets and judge this feature.It should be noted that two data sets can see through chart and illustrate with waveform.
Confirm first parameter value inquiry step 550 why after the step 540.Those of skill in the art in the present technique field should understand this be similar to the inquiry this first parameter value whether fall within the particular range (or scope group).This first parameter value is to be used to judge whether one second traverse section cross sectional can be calculated by this first traverse section cross sectional.As hereinafter what will further specify is that this judgement meeting is responded to some extent to the symmetry of being estimated between this first and second traverse sections, and/or the width of these traverse sections is responded to some extent.
If can record this second traverse section cross sectional, after step 550, carry out step 560, otherwise just after step 550, proceed to step 601.
Step 601 comprises responds this first crosscut section feature to judge one second traverse section cross sectional.Usually judge the additional step of the section feature of this structural detail after step 601 and the step 580.
Step 560 comprises this structural detail of electron beam scanning with first negative angle (with respect to a dotted line perpendicular to this structural detail) inclination, so that one the 3rd data set to be provided.Exemplary relationship between one electron beam 620 (tilting with first negative angle) and a structural detail is to be illustrated in Fig. 6 b.
Be to inquire step 570 after the step 560, whether the height of its inquiry structural detail known (height of this structural detail is measured in advance) or estimated (by the measurement of other structural details, for example during height calibration process).If answer then skips to step 580, otherwise just skips to step 590 for not.
Step 580 comprises this structural detail of electron beam scanning with second negative angle (with respect to a dotted line perpendicular to this structural detail) inclination, so that one the 4th data set to be provided.Exemplary relationship between one electron beam 630 (tilting with second negative angle) and a structural detail is to be illustrated in Fig. 6 b, is carry out step 590 after the step 580.
Step 590 comprise response at least the 3rd data set judge one second traverse section cross sectional.If skips steps 580 is just responded the 3rd data set and judged this feature, if execution in step 580, both judge this feature then to respond the 3rd and the 4th data set.It should be noted that two data sets can illustrate it by a waveform.
It should be noted that this interlude (may be a top section when high structural detail) can be by judging in each scanning step.What can further note is, any feature (such as but not limited to top critical size, bottom critical size, maximum critical size) of supposing cross section and this cross section of first and second traverse section cross sectional, this structural detail all decidable it.Typical section feature is the horizontal projection of a traverse sections.Under the quite little situation in this pitch angle, be this pitch angle of supposition this tangent of an angle no better than.
It should be noted that some measurement may repeat, and the other dip sweeping of this structural detail (having identical and/or different pitch angle) also may be because of many former thereby carry out, for example average statistics noise and fellow.Therefore, method 400 and 500 may comprise measures one or more section feature, though the height of this structural detail is known or estimated in addition situation that a particular cross section feature has recorded under.
Fig. 7 illustrates a cross section and the measured certain characteristics of mat one this section of inclination electron beam scanning according to an aspect of the present invention.
With reference to Fig. 7, hereinafter listed variable all has following meaning:
The Z=height of line; X
TThe width (i.e. top critical size) that refers to the upper metal line; E
RThe horizontal projection that refers to right side wall; X
EThe horizontal projection that refers to left side wall; X
BThe horizontal projection (i.e. bottom critical size) that refers to the metal wire bottom; The α pitch angle of making a comment or criticism; E
EFinger is the side wall dimensions of inclined angle alpha through measurement.
If press two different positive angle (α by homonymy
L1And α
L2) and by two different negative angle (α
R1And α
R2) carry out two kinds of measurements, then: E
ER1Refer to that right side wall is with inclined angle alpha
R1The size that records; E
ER2Refer to that right side wall is with inclined angle alpha
R2The size that records; E
EL1Refer to that right side wall is with inclined angle alpha
L1The size that records; E
EL2Refer to that right side wall is with inclined angle alpha
L2The size that records.Should also assumablely be that this pitch angle (α) is very little so that α=tangent (α)
At least one that suppose that these parameters and bottom critical size can utilize the following equation group calculates:
First group (when satisfying) as if first condition:
X
B=
X T+2
*X
E;
X T=(X
T+E
R1+E
R2)/3;
X
E=E
E1-α1
*(E
E1-E
E2)/(α
1-α
2)。
Second group (when not satisfying) as if first condition:
X
B=
X T+X
EL+X
ER;
X T=(X
T+E
R1+E
R2+E
L1+E
L2)/5;
X
EL=E
EL1-α
L1 * Z;
X
ER=E
ER1-α
R1 * Z;
Z={(E
E1-E
E2)/2(α
L1-α
L2)+(E
R1-E
R2)/2(α
R1-α
R2)}。
But the present invention's mat utilizes known instrument, method and element to implement.Therefore, the details of these instruments, element and method is not described in detail herein.In the preamble narration, be that the many specific detail of announcement such as the cross sectional shape of common metal line, the quantity of deflection units etc. are to help overall understanding the present invention.Yet what should understand is that the present invention also can implement under specific detail that need not be listed.
Though the present invention only discloses an one exemplary embodiment, the example of its variation has illustrated and has been specified in its announcement.Should understand the present invention can other combinations and be implemented under the varying environment, and can change under not departing from the inventive concept that this paper restrainted and retouch.