|Publication number||US1947927 A|
|Publication date||Feb 20, 1934|
|Filing date||Oct 10, 1930|
|Priority date||Oct 16, 1929|
|Publication number||US 1947927 A, US 1947927A, US-A-1947927, US1947927 A, US1947927A|
|Inventors||Vorwerk Paul Otto Friedrich|
|Original Assignee||Corp Of Edelstahlwerk Rochling|
|Export Citation||BiBTeX, EndNote, RefMan|
|Referenced by (9), Classifications (9)|
|External Links: USPTO, USPTO Assignment, Espacenet|
Patented Feb. 20, 1934 UNITED STATES,
1,947,927 PATENT. OFFICE 1,947,921 Mliinon oF' TREATING sramos Paul om Friedrich Vorwerk, Volklingen-on-the Saar, Germany, assignor to Corporation of Edelata'hlwerk Rochling Alrtiengesellschaft,
Volkllngen-on-the-Saar, Germany No Drawing. Application October 10, 1930, Serial No. 487,920, and in Germany October 16, 1929 '5 Claims. I (Cl. 148-12) It is generally known that the number of oscillations up to fatigue or fracture of springs, particularly leaf springs, is related with the properties of the surface of the springs. It is also known that small scores in the surface of springs such as occur due to rolled-in scales or grooves and small crevices of. other types,
give rise to points of incipient premature fatigue springs, the number of oscillations up to fatigue can be increased by GOO-100070 and that for this purpose a compacting suffices by impacts which are so small that they can be effected by a sand blast. Obviously this optimum effect only occurs when other causes of fatigue such as crevices are either absent from the start or have been overcome-by a separate process.
I For this reason the compacting preferably is effected subsequent to structural or micro-strucv tural' improvement (f example by. heat or mechanical treatment) of the springs as the said improvement process itself modifies the texture of the surface layer which modification also causes an increase in the number of oscillations. Consequently it is further obvious that when a sand blast is used no sand of a sharp edge and coarse granuled nature is used since this would give rise to small indentations having the adverse eflect hereinbefore mentioned.
That itis purely a matter of the effect of impacts is shown bythe fact that the blasting can be carried out also with rounded steel particles of 1-2 mm. diameter and that these also-are operative through a thin layer of scales. The relationship of the effect with respect to. the usual sand blasting and etching is shown by the following example, i f
- The leaves of a spring in the case of sand blasting and subsequent structural improvement resisted 50,000 vibrations, in the case of structural improvement and subsequent etching 60,- 000, vibrations andin a case of structural improvement and subsequent blasting 300,000 vibrations; also in the case of other springs an increase in the number of vibrations from 100,-
' 000 to 1,000,000 has been observed.
In many cases treatment in the sand blast for about 5 minutes is sumcient. The optimum surfacejlayers of metal.
time of treatment in individual cases can be readily determined for different types of spring and different materials by a few experiments.
A superficial difference withrespect to the ordinary blasting with sand blasting for smoothing isto be seen in that for the latter a treat ment of 5 seconds is adequate whereas for a good consolidation effect using the ordinary blasts and with the most usual types of spring the time of 20 seconds'has been the minimum.
The time depends naturally also uponthe energy v of the blast so that by improvements in this direction it may be shortened.
From the foregoing it follows that other modes ofprocedure which have the same effect as the sand blasting or steel particle blastingcan be used for carrying out the invention; also if desired, an etching process could be used in conjunction with the new process.
The. invention is particularly suitable for the load carrying springs of power vehicles.
What I claim is: i
1. A method of increasing the resistance of springs against fatigue which comprises compacting the surface layers of said spring by blasting the surface with hard small bodies, said small bodies being free from sharp edges and points.
2. A method of increasing the resistance of springs against fatigue which comprises blasting the surface of said springs with fine hard particleswithout materially affecting the outer surface of the springs.
3. Method of treating flat oscillatory springs for such uses in which fracture could occur through fatigue as a result of the type and rate of oscillation and which are subjected to the usual treatments of hot-rolledsprings for increasing the strength and for other purposes, particularly for equalizing the surfaces, and blasting with sand and etching after-the. rolling,
consisting in that the resistance to fatigue is obtained by compacting a thin surface stratum by the impacting of a large number of small hard bodies.
4. The method of treating flat springsto be subjected to bendings of substantial magnitude to increase the resistance against fatigue which comprises impacting the surface of a spring by small smooth bodies by projecting the bodies against said surface with amomentum suiiicient to compact 'the'metal .at the impacted surface.
5. The method of .increasing the resistance against fatigue. of flat metal springs to be sub- Jected to' bendings of substantial magnitude which comprises eliminating minute surface imperiection's and thereafter subjecting the surface to repeated small impacts of insumcient force to permanently deform the surface to a substantial extent but sumcient to compact the PAUL "FRIEDRICH VORWERK.
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|US4287740 *||Sep 12, 1978||Sep 8, 1981||Rockwell International Corporation||Method of increasing the fatigue life of titanium alloy parts|
|US5168743 *||Oct 10, 1991||Dec 8, 1992||Burndy Corporation||Life cycle indicator torsion spring|
|US5868022 *||Feb 9, 1998||Feb 9, 1999||Exedy Corporation||Method for producing a diaphragm spring|
|US9003850 *||Jun 22, 2007||Apr 14, 2015||Muhr Und Bender Kg||Boundary layer improvement of plate springs or undulating springs|
|US20080006351 *||Jun 22, 2007||Jan 10, 2008||Bernfried Hesselmann||Boundary layer improvement of plate springs or undulating springs|
|U.S. Classification||29/90.1, 451/39, 29/896.9, 29/DIG.360, 451/38|
|Cooperative Classification||C21D7/06, Y10S29/036|