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Specification operators and modifiers

The ISO GPS standard system based on DIN EN ISO 8015 regulates the language with which requirements for the geometry of a product are communicated. With an entry – constructed from “specification elements” – on the technical drawing, a specification operator in the standards system is invoked. A specification operator collates rules (“operations”) that are used to allow all the contract parties to understand the requirements of a geometric element or the relationship between geometric elements.

The principle of standard setting applies here, namely the “default principle”. Unless indicated through the addition of supplementary information in the contract agreement, the specification operator only includes default operations in a fixed order according to ISO standards. The default is chosen so that the operations approximately correspond to the most commonly used procedure and conventional understanding in practice.

In the following image, the concept is illustrated using the shaft geometric element with a nominal diameter of 20 mm as an example. At first only the defaults specification is considered, as shown on the left side. The drawing entry specifies a “linear size element” according to DIN EN ISO 14405-1 of the type “cylinder”. The default specification operator demands consideration of the “local two-point size”: All independently determined individual distances from opposite lying points must lie within the tolerance range, i.e. according to tolerance code “h9” of DIN EN ISO 286-1 at an interval of between 19.948 mm and 20 mm. Five arbitrary two-point sizes on the non-ideal surface model are represented as a geometric equivalent.* One suitable means of verification (“verification operator”) for this specification would be to carry out a check using a go/no go gauge: 1) Pass check (go): Is the maximum material size exceeded?; 2) Fail check (no-go): Is the minimum material size undershot?

* The operations of the specification operator in detail: The extracted lateral surface is assigned an ideal cylinder using the least squares method (Gaussian). The extracted lateral surface is to be cut at each height perpendicular to the derived centreline of this associated cylinder. At each cutting plane, the surface line is assigned an ideal circle according to the Gaussian method. A horizontal line is generated through each point on the surface line and the circle midpoint. If there is exactly one second intersection point with the surface line with respect to the midpoint, the distance between the two surface line intersection points is the two-point size to be matched with the interval.

The deviation from the default setting can be identified using suitable specification modifiers (and/or abbreviations). In this way a “special specification operator” is obtained. In this example, the “E in circle” modifier symbol sets the envelope condition. The envelope condition requires that the evaluated geometry lies in an enveloping cylinder 20 mm in diameter and that all two-point sizes are greater than or equal to 19.948 mm. A suitable verification would be to test using a ring gauge or to carry out a no-go test using a go/no go gauge.

Below are examples of modifier text symbols with their meanings, such as those that can be assigned to a characteristic as property “modifiers” in infra CONVERT.

Modifiers for linear sizes (according to DIN EN ISO 14405-1:2017-07; Characteristic classes: Length, diameter, spherical diameter)
LP Two-point size
LS Local spherical size
LL Local outer minimum material size
GG Gauss method association criterion
GX Maximum inscribed geometric element association criterion
GN Minimum circumscribed geometric element association criterion
GC Minimax association criterion
CC Circumference diameter (calculated size)
CA Area diameter (calculated size)
CV Volume diameter (calculated size)
SX Maximum rank-ordered size
SN Minimum rank-ordered size
SA Average rank-ordered size
SM Median rank-ordered size
SD Mid-range rank-ordered size
SR Range of rank-ordered sizes
SQ Standard deviation of sizes
E Envelope requirement
/Length Any limited part of the geometric element
ACS Any cross-section
SCS Specific fixed cross-section
ALS Any longitudinal section
Number x More than one geometric element
Assigned as the number of repetitions of the characteristic as a property.
CT Common tolerance
F Condition of the free state
Modifiers for angular sizes (according to DIN EN ISO 14405-3:2017-07; Characteristic class: Angle)
LC Two-line angular size with minimax association criterion
LG Two-line angular size with least squares association criterion
GG Global angular size with least squares association criterion
GC Global angular size with minimax association criterion
SX Maximum angular size
SN Minimum angular size
SA Average angular size
SM Median angular size
SD Mid-range angular size
SR Range of angular sizes
SQ Standard deviation of angular size
SCS Specific fixed cross-section
CT Common tolerated angular size element
F Condition of the free state
Modifiers for geometric features (according to DIN EN ISO 1101:2017-09; Characteristic classes: Geometrical tolerancing (form, orientation, location and run-out))
CZ Combined zone
SZ Separate zones
UZ Specified tolerance zone offset
OZ Unspecified linear tolerance zone offset (offset zone)
VA Unspecified angular tolerance zone offset (variable angle)
C Minimax (Chebyshev) feature
G Least squares (Gaussian) feature
N Minimum circumscribed feature
T Tangent feature
X Maximum inscribed feature
A Derived feature
P Projected tolerance zone
C Minimax (Chebyshev) feature without constraint
CE Minimax (Chebyshev) feature with external material constraint
CI Minimax (Chebyshev) feature with internal material constraint
G Least squares (Gaussian) feature without constraint
GE Least squares (Gaussian) feature with external material constraint
GI Least squares (Gaussian) feature with internal material constraint
N Minimum circumscribed feature
X Maximum inscribed feature
T Total range of deviations
P Peak height
V Valley depth
Q Standard deviation
UF United feature
LD Minor diameter
MD Major diameter
PD Pitch diameter
ACS Any cross section
M Maximum material requirement
L Least material requirement
R Reciprocity requirement
F Free state condition (non-rigid parts)
CF Contacting feature
E Envelope requirement




en/infra-convert/user/terms_neu.1565247954.txt.gz · Last modified: 2019/08/08 09:05 by me