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US4027448A Expired / Lapsed US ⏱️ 0.0 years remaining

Crane boom with angular side frame reinforcements

Assignee: Doosan Bobcat North America Inc
•
Filing: 1975-06-16
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Granted: 1977-06-07
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Expires: 1995-06-16
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Abstract

Abstract A particular arrangement of web stiffening members for the extensible and retractable telescoping sections of a crane boom assembly. A series of web stiffening members are secured to each of the side webs of a telescoping boom section, the web stiffening members being angularly displaced in a particular arrangement on each boom section to provide for reduced stress levels in the section. The web stiffening members are arranged on each side web in two series of members, the innermost stiffener of each series being reversely positioned about a reference point provided on the boom section. The reference point for the boom section corresponds to the point of changeover for shear load for the section under cantilever loading. At the defined reference point of the boom section the innermost stiffener of each series of stiffeners are angularly disposed away from each other to form a V-shaped configuration with the apex of the V directed to the lower or compression flange of each boom section and the remaining stiffeners of each group longitudinally spaced outwardly therefrom in respective parallel, spaced relation. The angular displacement of the stiffeners is derived from a formulation which provides for improved stress levels in the boom section. The formula set forth below provides, B angle for the web stiffeners when calculated to minimize the stress level in the web at a given load as follows: ##STR1## Thus the use of the shear loading diagram for a beam under cantilever end loading combined with the formulation providing the optimum stiffener angle results in a stiffener arrangement which produces reduced stress levels in the boom section. The use of the method proposed provides two groups of web stiffeners for each side web of each boom section, arranged in parallel longitudinally spaced relation, each group angularly inclined toward the horizontal at the angle prescribed by the formulation, but reversely positioned on opposite sides of the changeover point.

Inventors

  • 👤 Bohdan Tymciurak

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-06 18:07
CPC Classifications
B; B66; B66C; B66C23/00; B66C23/62; B66C23/64; B66C23/70; B66C23/701

Claims Analysis

Total Claims: 7
Claim 1
Independent Claim 260 words
For a large material handling apparatus comprising a telescoping crane boom assembly having two or more extensible and retractable sections, each section comprising a longitudinal top plate, a pair of side webs extending downwardly from opposite longitudinal edges of the top plate and appropriately secured thereto, a bottom plate appropriately secured to the lower edges of the side webs to provide a lower or compression flange and to close the boom section, and web stiffeners rigidly secured to the side webs in longitudinally spaced relation and extending between the top and bottom plates of the boom section, an arrangement of web stiffeners mounted on each side web of each extensible and retractable boom section, the arrangement comprising first and second pluralities of web stiffeners, each stiffener of the first plurality of web stiffeners being mounted on the web at a first angle of tilt in longitudinally spaced relation and directed toward the front of the boom section, each stiffener of the second plurality of web stiffeners being mounted on the web at a second angle of tilt in longitudinally spaced relation and being directed toward the rear of the boom section, with the innermost stiffener of each of the first and second pluralities of stiffeners intersecting at a changeover point generally provided at a midpoint of the boom section, the apex of the intersecting stiffeners being directed to the compression or lower flange of the boom section, the changeover point generally corresponding to the changeover from positive to the negative shear in a movable boom section under cantilever end loading.
Claim 2
Dependent Claim 260 words
For a large material handling apparatus comprising a telescoping crane boom assembly having two or more extensible and retractable sections, each section comprising a longitudinal top plate, a pair of side webs extending downwardly from opposite longitudinal edges of the top plate and appropriately secured thereto, a bottom plate appropriately secured to the lower edges of the side webs to provide a lower or compression flange and to close the boom section, and web stiffeners rigidly secured to the side webs in longitudinally spaced relation and extending between the top and bottom plates of the boom section, an arrangement of web stiffeners mounted on each side web of each extensible and retractable boom section, the arrangement comprising first and second pluralities of web stiffeners, each stiffener of the first plurality of web stiffeners being mounted on the web at a first angle of tilt in longitudinally spaced relation and directed toward the front of the boom section, each stiffener of the second plurality of web stiffeners being mounted on the web at a second angle of tilt in longitudinally spaced relation and being directed toward the rear of the boom section, with the innermost stiffener of each of the first and second pluralities of stiffeners intersecting at a changeover point generally provided at a midpoint of the boom section, the apex of the intersecting stiffeners being directed to the compression or lower flange of the boom section, the changeover point generally corresponding to the changeover from positive to the negative shear in a movable boom section under cantilever end loading.
Claim 3
Dependent Claim 29 words
An arrangement of stiffeners as claimed in claim 1 wherein opposite ends of each stiffener are also rigidly secured to respective top and bottom plates of the boom section.
Claim 4
Dependent Claim 58 words
The arrangement of stiffeners as claimed in claim 1 wherein the first angle of tilt for each stiffener for the first plurality of web stiffeners is equal to the second angle of tilt for each stiffener of the second plurality of web stiffeners, with said first and second angles reversely positioned on opposite sides of the changeover point.
Claim 5
Dependent Claim 68 words
The arrangement of web stiffeners as claimed in claim 1 wherein the first and second angles of tilt are greater than 90° when measured from the longitudinal axis of the boom section to the longitudinal axis of the stiffener, such angle being measured counterclockwise for the stiffeners directed to the front of the boom section and clockwise for the stiffeners directed to the rear of the boom section.
Claim 6
Dependent Claim 70 words
The arrangement of web stiffeners as claimed in claim 1 wherein the first and second angles of tilt are greater than 90° but less than 135° when measured from the longitudinal axis of the boom section to the longitudinal axis of the stiffener, such angle being measured counterclockwise for stiffeners directed to the front of the boom section and clockwise for stiffeners directed to the rear of the boom section.
Claim 7
Dependent Claim 101 words
The arrangement of stiffeners as claimed in claim 1 wherein a plane transverse to the longitudinal axis of the boom section passes through the critical changeover point, a pair of web stiffeners intersect at a compressive flange of the plates abutting the web to form a V-shaped configuration at the critical changeover point, with respective first and second pluralities of web stiffeners associated with respective first and second stiffeners of the pair of intersecting web stiffeners and spaced outwardly therefrom allochirally with respect to the critical changeover point along each side web of the boom section in parallel longitudinally spaced relationship.

References Cited (Backward Citations)

US1806639A Cited
US3170198A Cited
US3345792A Cited
US3736710A Cited
US3690742A Cited
US3793790A Cited
US3830376A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1980-06-06 1980-12-06 1981-06-07 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1984-06-06 1984-12-06 1985-06-07 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1988-06-06 1988-12-06 1989-06-07 $7700.00 Window Closed / Lapsed

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