US3106752A - Web beam structures - Google Patents

Web beam structures Download PDF

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US3106752A
US3106752A US81152A US8115261A US3106752A US 3106752 A US3106752 A US 3106752A US 81152 A US81152 A US 81152A US 8115261 A US8115261 A US 8115261A US 3106752 A US3106752 A US 3106752A
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elements
battens
bowed
central
batten
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US81152A
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Hannen Llewellyn Omar Leo
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web

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  • the present invention relates to beam structures such as fabricated wood Ibeams made from lengths of timber and having webs usually of plywood.
  • the main object of the invention is to provide a beam of improved construction in which lateral strains are accommodated and shea-r deflection eliminated.
  • a further object is to provide a fabricated wood beam structure of exceptional stiiness combined with light weight. Beams in accordance with the invention can be used separately for structural components if ydesired without lateral support, and in an upright position if desired.
  • the present invention provides a beam comprising upper and lower longitudinal elements extending 'from end to end of the beam, and a bowed or arched element extending lfrom end to end and located between and engaging the upper and lower elements, said bowed or arched element being secured at each end to the one longitudinal element, and at its top to the other, and having two sets of upper and lower elements each with an arched or bowed element, which sets are united in parallel relation by spacing members.
  • At least one side face of each set may be faced with a web such as a plywood web.
  • the sets of elements are spaced apart by upper and lower spacing elements, the sets being contiguous with the outer faces of the spacing elements.
  • the said spacing elements may be cuneifor-m in transverse cross-section thereby to impart a taper to the beam.
  • Stiffeners will be provided to impart added strength, for example between the spacing elements and sets and spaced apart along the beam.
  • the upper elements or chords in the form of battens, are separated by and united to a third spacing element therebetween, this third element being of cuneiform cross-section thereby to impart a slight inclination to the two upper elements.
  • this third element being of cuneiform cross-section thereby to impart a slight inclination to the two upper elements.
  • a slight divergence is imparted to the planes of the bowed elements, and a similar arrangement can be resorted to at the bottom, the lower elements sloping correspondingly.
  • the beam is o-f a wedge shape in crosssection comprising an upper chord assembly, a parallel spaced bottom chord assembly, two identical bowed or arch elements in spaced parallel relation and between said assemblies and in planes which diverge slightly from the tops or arches downwardly, side covers of ply on the outer side of each arch element, cover strips if necessary on the outer faces of the upper and lower chord assemblies, and end closures lfor the built-up beams.
  • the tw'o sets are spaced apart by transverse webs or diaphragms spaced along the beam.
  • the upper elements can also be bowed or arched, providing a structure eminently suitable for curved roof constructions.
  • FIGURE 1 is a transverse cross section through one form of beam, on the line I-I FIGURE 2,
  • FIGURE 2 a longitudial section
  • FIGURE 3 a view similar to FIGURE l of an alternative arrangement.
  • a beam includes an upper chord assembly consisting of a central batten 10 of cuneiform cross-section, and two youter battens 11, 11, eachV mounted against a sloping face or side of the central batten.
  • the top surfaces of the three ibattens are coplanar, and covered by a plywood strip 12, and the outer battens are slightly deeper than the central batten to provide a shallow channel 13.
  • a lower chord assembly is provided, this likewise including three battens 11a, 11a and 10a, the central batten 10a being wider than the top central batten 10 ⁇ and of wedge shape of a cross-section in conformity wit-h the crosssection of the top batten and related by the spacing between top and bottom assemblies.
  • the two assemblies are spaced apart by means of stileners 14 spaced at im tervals ⁇ along the assemblies and of wedge shape, the ends being received in the facing channels 13, 13a, top and bottom.
  • Two 'bowed or arch elements 1'5, 15 are provided, each extending ifrom end to end of the assembly, each end being fixed to one end onthe top surface of an outer lower batten 11a, whilst the top is secured to the undersurface of the above upper batten 11.
  • These arches are of a ywidth slightly less than the width (from the channel to outer surface) of the outer battens, which latter are cut out from the outer surface where-by a cover strip or web of plywood 16 can be let into each side and there secured, the inner surface of each cover being contiguous with the outer surfaceof the arch at its side.
  • a bottom cover 12 also is provided as are end closures 18. In the case where the plywood webs are in sections, the abutting ends are joined by suitable blocking on the inside below the arch, suc-h as the blocks 19, FIG. 2.
  • Beams as above described can be of any convenient dimensions.
  • beams can be of a top to bottom dimension of between 10 inches and 2 feet, of a top width of about 5 inches with an outsplay downwardly at each side ⁇ of approximately three to four degrees, and of a length to suit requirements.
  • the beams can be used in upright position or horizontal. The construction with the arches and outsplay enables high working stresses to be allowed for.
  • the beam is constructed of members 11, 11a, as described with reiference to FIGURES 1 and 2, and with a bowed element 15 between the members ⁇ 11, 11a, 'but in this case, the assemblies are set up spaced apart by a plurality of plywood stiifeners, one of which 20 ⁇ is shown, these ybeing spaced out along the beam.
  • the strip or web 16 is on the facing sides of the two assemblies 11, 11a.
  • FIGURE 3 The arrangement of FIGURE 3 is particularly advantageous where the beam is to support an arched roof structure, in which case the upper battens 11 can be bowed or arched according to the roof curvature.
  • the plywood facings need not be rebated into the members 11, 11a, but can be aixed simply to their outer surfaces.
  • Top and bottom coverings which can Ibe of hardboard if desired, can be provided and the outer faces of the beam can also be covered in.
  • a fabricated wooden beam comprising,
  • top chord including a pair of upper outer battens 11-11 having convergently related inner faces and Ian upper central batten 10 havin-g convergently related outer faces wedgingly engaged with said inner ifaces, said upper and central battens each having a bottom face, l
  • a bottom chord including a pair of lower outer battens 11a-11a having convergently related inner faces and a lower ⁇ central arrangement 10a having an upper face and convergently related outer faces wedgingly engaging with said last mentioned inner faces of the outer battens, said lower and central battens each having an upper face,
  • arched elements 1S-1S at opposite sides of said vertical stifeners and each having their ends xed to the upper face of a related lower 'hatten 11a and having their ybowed portions secured to the bottom face ⁇ of a related upperordinate,

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

Oct. l5, 1963 L. o. L. HANNEN 3,105,752
- WEB BEAM STRUCTURES Filed Jan. e, 1961 I 2 sheets-snet 1 1gb-j Oct. 15, 1963 1 .o.1 HANNEN WEB BEAM STRUCTURES 2 Sheets-Sheet 2 Filed Jan. 6, 1961 United States Patent O 3,106,752 WEB BEAM STRUCTURES Llewellyn Omar Leo Harmen, 6 Woods Mews, Park Lane, London, W.1, lEngland Filed Jan. 6, 1961, Ser. No. 81,152 1 Claim. (Cl. Ztl-.5)
The present invention relates to beam structures such as fabricated wood Ibeams made from lengths of timber and having webs usually of plywood.
The main object of the invention is to provide a beam of improved construction in which lateral strains are accommodated and shea-r deflection eliminated. A further object is to provide a fabricated wood beam structure of exceptional stiiness combined with light weight. Beams in accordance with the invention can be used separately for structural components if ydesired without lateral support, and in an upright position if desired.
Accordingly, the present invention provides a beam comprising upper and lower longitudinal elements extending 'from end to end of the beam, and a bowed or arched element extending lfrom end to end and located between and engaging the upper and lower elements, said bowed or arched element being secured at each end to the one longitudinal element, and at its top to the other, and having two sets of upper and lower elements each with an arched or bowed element, which sets are united in parallel relation by spacing members.
At least one side face of each set may be faced with a web such as a plywood web.
In one arrangement, the sets of elements are spaced apart by upper and lower spacing elements, the sets being contiguous with the outer faces of the spacing elements. The said spacing elements may be cuneifor-m in transverse cross-section thereby to impart a taper to the beam.
Stiffeners will be provided to impart added strength, for example between the spacing elements and sets and spaced apart along the beam.
Conveniently, the upper elements or chords, in the form of battens, are separated by and united to a third spacing element therebetween, this third element being of cuneiform cross-section thereby to impart a slight inclination to the two upper elements. In this way a slight divergence is imparted to the planes of the bowed elements, and a similar arrangement can be resorted to at the bottom, the lower elements sloping correspondingly.
In a practical form, side closures or webs and top cover strips of multi-ply are included in the structure. Thus, in a preferred case, the beam is o-f a wedge shape in crosssection comprising an upper chord assembly, a parallel spaced bottom chord assembly, two identical bowed or arch elements in spaced parallel relation and between said assemblies and in planes which diverge slightly from the tops or arches downwardly, side covers of ply on the outer side of each arch element, cover strips if necessary on the outer faces of the upper and lower chord assemblies, and end closures lfor the built-up beams.
In another arrangement, the tw'o sets are spaced apart by transverse webs or diaphragms spaced along the beam. In this arrangement, the upper elements can also be bowed or arched, providing a structure eminently suitable for curved roof constructions.
yIn order that a clear understanding of the invention may be obtained, reference will now be made to the accompanying drawings, illustrating purely by way of example, preferred constructions according to the invention, wherein:
FIGURE 1 is a transverse cross section through one form of beam, on the line I-I FIGURE 2,
FIGURE 2 a longitudial section, and
FIGURE 3 a view similar to FIGURE l of an alternative arrangement.
As shown in FIGURES land 2 of t-he drawings, a beam includes an upper chord assembly consisting of a central batten 10 of cuneiform cross-section, and two youter battens 11, 11, eachV mounted against a sloping face or side of the central batten. The top surfaces of the three ibattens are coplanar, and covered by a plywood strip 12, and the outer battens are slightly deeper than the central batten to provide a shallow channel 13. A lower chord assembly is provided, this likewise including three battens 11a, 11a and 10a, the central batten 10a being wider than the top central batten 10` and of wedge shape of a cross-section in conformity wit-h the crosssection of the top batten and related by the spacing between top and bottom assemblies. The two assemblies are spaced apart by means of stileners 14 spaced at im tervals `along the assemblies and of wedge shape, the ends being received in the facing channels 13, 13a, top and bottom.
Two 'bowed or arch elements 1'5, 15 are provided, each extending ifrom end to end of the assembly, each end being fixed to one end onthe top surface of an outer lower batten 11a, whilst the top is secured to the undersurface of the above upper batten 11. These arches are of a ywidth slightly less than the width (from the channel to outer surface) of the outer battens, which latter are cut out from the outer surface where-by a cover strip or web of plywood 16 can be let into each side and there secured, the inner surface of each cover being contiguous with the outer surfaceof the arch at its side. A bottom cover 12 also is provided as are end closures 18. In the case where the plywood webs are in sections, the abutting ends are joined by suitable blocking on the inside below the arch, suc-h as the blocks 19, FIG. 2.
Beams as above described can be of any convenient dimensions. As a typical example, beams can be of a top to bottom dimension of between 10 inches and 2 feet, of a top width of about 5 inches with an outsplay downwardly at each side `of approximately three to four degrees, and of a length to suit requirements. The beams can be used in upright position or horizontal. The construction with the arches and outsplay enables high working stresses to be allowed for.
In the arrangement illustrated in FIGURE 3, the beam is constructed of members 11, 11a, as described with reiference to FIGURES 1 and 2, and with a bowed element 15 between the members `11, 11a, 'but in this case, the assemblies are set up spaced apart by a plurality of plywood stiifeners, one of which 20` is shown, these ybeing spaced out along the beam. In this arrangement the strip or web 16 is on the facing sides of the two assemblies 11, 11a.
The arrangement of FIGURE 3 is particularly advantageous where the beam is to support an arched roof structure, in which case the upper battens 11 can be bowed or arched according to the roof curvature.
The plywood facings need not be rebated into the members 11, 11a, but can be aixed simply to their outer surfaces. Top and bottom coverings, which can Ibe of hardboard if desired, can be provided and the outer faces of the beam can also be covered in.
I claim:
A fabricated wooden beam, comprising,
a top chord including a pair of upper outer battens 11-11 having convergently related inner faces and Ian upper central batten 10 havin-g convergently related outer faces wedgingly engaged with said inner ifaces, said upper and central battens each having a bottom face, l
a bottom chord including a pair of lower outer battens 11a-11a having convergently related inner faces and a lower `central hatten 10a having an upper face and convergently related outer faces wedgingly engaging with said last mentioned inner faces of the outer battens, said lower and central battens each having an upper face,
vertical stiieners 14 having top and bottom edge portions respectively engaging with the bottom face of the central batten 10 0f the top chord and the upper face of the central hatten of the bottom chord,
arched elements 1S-1S at opposite sides of said vertical stifeners and each having their ends xed to the upper face of a related lower 'hatten 11a and having their ybowed portions secured to the bottom face `of a related upper hatten,
4 and `end walls 18 at the terminal portions of the outer battens 11-11+11a-11a.
References Cited in the le of this patent UNITED STATES PATENTS 14,314 Hervey Feb. 26, 1856 986,258 Yost Mar. 7, 1911 2,241,617 Rubin May 13, 1941 2,421,2197 Green May 27, 1947 FOREIGN PATENTS 9,829 Great Britain 1898 905,625 France 1945 826,026 Great Britain 1959
US81152A 1961-01-06 1961-01-06 Web beam structures Expired - Lifetime US3106752A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3364646A (en) * 1966-12-09 1968-01-23 Eliot I. Snider Wooden joist or beam
US4256287A (en) * 1979-02-26 1981-03-17 Owen Lumber & Millwork, Inc. Handrail and method of making the same
FR2519671A1 (en) * 1982-01-13 1983-07-18 Latappy Pierre SKATE WOOD BEAMS
US8561374B2 (en) * 2011-08-01 2013-10-22 Dov Steinberg Article of manufacture for wood construction
US8863467B1 (en) * 2013-11-21 2014-10-21 Dov Steinberg System and method for free standing prefabricated glued laminated modular timber frame members

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US14314A (en) * 1856-02-26 Arched trussed bridge
GB189809829A (en) * 1898-04-28 1898-12-10 John Shields Improvements in or relating to the Construction of Bridges and the like.
US986258A (en) * 1910-08-08 1911-03-07 Henry W Yost Post or bar.
US2241617A (en) * 1940-07-27 1941-05-13 Allen I Rubin Triangular joist
FR905625A (en) * 1943-07-05 1945-12-10 Lattice beam executed in wood
US2421197A (en) * 1944-05-16 1947-05-27 Green Douglas Harold Structural members formed of metal and timber
GB826026A (en) * 1956-04-17 1959-12-23 Donges Stahlbau G M B H Lattice girder

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US14314A (en) * 1856-02-26 Arched trussed bridge
GB189809829A (en) * 1898-04-28 1898-12-10 John Shields Improvements in or relating to the Construction of Bridges and the like.
US986258A (en) * 1910-08-08 1911-03-07 Henry W Yost Post or bar.
US2241617A (en) * 1940-07-27 1941-05-13 Allen I Rubin Triangular joist
FR905625A (en) * 1943-07-05 1945-12-10 Lattice beam executed in wood
US2421197A (en) * 1944-05-16 1947-05-27 Green Douglas Harold Structural members formed of metal and timber
GB826026A (en) * 1956-04-17 1959-12-23 Donges Stahlbau G M B H Lattice girder

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3364646A (en) * 1966-12-09 1968-01-23 Eliot I. Snider Wooden joist or beam
US4256287A (en) * 1979-02-26 1981-03-17 Owen Lumber & Millwork, Inc. Handrail and method of making the same
FR2519671A1 (en) * 1982-01-13 1983-07-18 Latappy Pierre SKATE WOOD BEAMS
WO1983002473A1 (en) * 1982-01-13 1983-07-21 Pierre Guy Latappy Wooden beams with boom
US8561374B2 (en) * 2011-08-01 2013-10-22 Dov Steinberg Article of manufacture for wood construction
US8863467B1 (en) * 2013-11-21 2014-10-21 Dov Steinberg System and method for free standing prefabricated glued laminated modular timber frame members

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