WO1991017328A1 - Poutre structurelle - Google Patents

Poutre structurelle Download PDF

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Publication number
WO1991017328A1
WO1991017328A1 PCT/US1991/002944 US9102944W WO9117328A1 WO 1991017328 A1 WO1991017328 A1 WO 1991017328A1 US 9102944 W US9102944 W US 9102944W WO 9117328 A1 WO9117328 A1 WO 9117328A1
Authority
WO
WIPO (PCT)
Prior art keywords
web
structural beam
members
fabricated structural
head
Prior art date
Application number
PCT/US1991/002944
Other languages
English (en)
Inventor
Ram Navon
Original Assignee
Ram Navon
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ram Navon filed Critical Ram Navon
Priority to AU79091/91A priority Critical patent/AU657689B2/en
Priority to EP91910592A priority patent/EP0528973B1/fr
Priority to JP91510149A priority patent/JPH05507133A/ja
Priority to DE69110465T priority patent/DE69110465T2/de
Publication of WO1991017328A1 publication Critical patent/WO1991017328A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0452—H- or I-shaped
    • E04C2003/0456—H- or I-shaped hollow flanged, i.e. "dogbone" metal beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/046—L- or T-shaped

Definitions

  • This invention relates to the field of structural building materials, and more particularly to a fabricated structural beam.
  • a variety of types of structural beams are used in non-residential construction. Some examples include fabricated wooden girders, laminated wood beams and reinforced concrete beams. By far, the most commonly used material is structural steel of various cross sections, such as “I”- section, “H”-section, “C”-section, “Z”-section and channel section. These structural steel shapes are most commonly manufactured by hot or cold rolling processes and generally provide a relatively heavy beam for a given load carrying capacity.
  • FIG. 1 illustrates a prior art structural shape fabricated from sheet steel.
  • Beam 1 comprises a web portion 2 and opposing head portions 3 and 4.
  • beam 1 can be easily fabricated from a single flat sheet of steel by rolling or otherwise folding the sheet longitudinally. It should be noted that edges 5 and 6 of the sheet are folded back towards web portion 2, but are not fastened or otherwise secured thereto.
  • a prior art beam such as beam 1 has a very limited load bearing capability.
  • the fabricated structural beam of the present invention comprises at least one longitudinally folded member having a web portion and a head portion.
  • a plurality of folded members may be interleaved with one another to provide configurations with varying load carrying capabilities.
  • the folded head portion is made rigid by forming it into a tube that is closed on all sides. This is accomplished by fastening the folded material upon itself in the web portion. Further embodiments of the invention fabricate the head portions of the beam from individual longitudinal members.
  • Figure 1 is a cross sectional view of a prior art fabricated structural beam.
  • Figure 2 is perspective view of a preferred embodiment of a
  • Figure 3 is a cross sectional view of the beam shown in Figure 2.
  • Figures 4a, b illustrate the individual folded members used to construct the beam illustrated in Figures 2 and 3.
  • FIG. 5 illustrates another embodiment of the present invention.
  • FIG. 6 illustrates a modification of the embodiment shown in
  • FIG. 7 illustrates yet another embodiment of the present invention.
  • Figure 8 illustrates a modification of the embodiment shown in Figure 7.
  • Figure 10 illustrates yet a further embodiment of the present invention.
  • FIG. 11 illustrates an additional embodiment of the present invention.
  • Figures 12a-12e illustrate variations on an embodiment of the present invention having fabricated head structures.
  • Beam 10 comprises a pair of triangularly shaped head portions 12 and 14 joined together by web portion 16. In overall configuration, beam 10 is thus similar to a
  • beam 10 is fabricated from relatively thin gauge sheet material. In most applications, beam 10 will be built up from cold rolled sheet steel.
  • the present invention is not limited to such a choice of material, but may be constructed from any suitable malleable sheet material.
  • certain applications may
  • beam 10 can best be understood with reference to Figures 4a and 4b which illustrate the individual members 20 and 30 that are interleaved to form beam 10.
  • Member 20 is folded longitudinally and comprises a web portion 22, triangular head portion 14, web flange 24 and tail flange 26.
  • member 30 is identical to member 20, but need not be so.
  • Members 20 and 30 are interleaved such that web portion 22 of member 20 extends between web portion 32 and web flange 34 of member 30.
  • web portion 32 of member 30 extends between web portion 22 and web flange 24 of member 20.
  • Tail flange 26 of member 20 abuts wall 13 of triangular head portion 12.
  • tail flange 36 of member 30 abuts wall 15 of triangular head portion 14.
  • head portions 12 and 14 be substantially equilateral triangles.
  • the invention is not limited in this regard.
  • Fastening means 18 may comprise conventional mechanical fasteners, such as rivets or screws.
  • Fastening -means 18 may also comprise other conventional fastening means, such as spot welding or adhesives.
  • the preferred embodiment utilizes a fastening technique sold under the trademark TOX by Pressotechnik, GMBH and its licensees. This technique employs a stamp and die to join together two or more thicknesses of material in a cold extrusion forming process. The TOX process is
  • Web portion 16 of fabricated beam 10 comprises two thicknesses of material.
  • either or both of web flanges 24 and 34 may be extended such that web portion 16 comprises three or four thicknesses of material.
  • Beams of the present invention, such as beam 10, may be
  • the fabricated beam then passes through an array of mating stamp and die sets to fasten the members together at suitable intervals.
  • the length of the completed beam is not inherently limited by such a process, and thus beams of any practical length can be readily manufactured.
  • the arrangement of rollers can be relatively easily altered to produce beams of differing transverse dimensions.
  • the manufacturing process also easily accommodates sheet materials of different thicknesses so that the load capacity of the manufactured beam may be selected for each lot produced.
  • suitable equipment may be located at the job site to produce beams according to the present invention in a manner somewhat analogous to that used for on-site fabrication of residential gutters.
  • beam 40 comprises members 42 and 44. These members may be fastened together at locations 45, 46 and 47 as shown in Figure 5; however, it is preferable to insert a third member 50 between members 42 and 44 as shown in Figure 6. Insert 50 includes tail flanges 52 and 54 that abut against the respective triangular head portions of members 42 and 44. Members 42, 44 and 50 are fastened together by fastening means 18 as described above.
  • the resulting structure of beam 40 is quite similar to that of beam 10 as illustrated in Figure 3, except that the web portion comprises three thicknesses of material.
  • member 50 may be made of a heavier gauge material than members 42 and 44, thereby imparting additional strength to beam 40 without necessarily increasing the thickness of material in the head portions of the beam. It should be noted that member 50 may comprise a conventional "I" beam or other conventional steel section where substantial reinforcement is desired. Member 50 need not be inserted over the entire span of beam 40, but may be inserted only in certain longitudinal regions requiring additional reinforcement.
  • Beam 60 comprises a single longitudinally folded member having parallel web portions 62 and 64, head portion 66 and opposing tail flanges 68 and 70. This embodiment can be utilized as illustrated in Figure 7 by fastening web portion 62 and 64 together at locations 72 and 74.
  • Member 76 includes tail flange 78 that abuts head portion 66. As with the other embodiments thus far described, web portion 62 and 64 and member 76 are secured by fastening means 18. As with the embodiment illustrated in Figure 6, member 76 may be of the same or a heavier gauge than the remainder of the beam.
  • FIG. 9 a modification of the embodiment illustrated in Figures 2 and 3 is shown.
  • members 20' and 30' are essentially identical to members 20 and 30 previously described except for corrugations 80 and 82. These corrugations are added to provide additional stiffness in beam 10'.
  • Figure 10 illustrates a further modification of beam 10 as shown in Figures 2 and 3.
  • Beam 10" includes embossed ribs or corrugations 86 on the sloping walls of head portions 12" and 14". It will be understood that other patterns of corrugations and other means of reinforcement may be incorporated with any of the embodiments
  • Beam 100 is constructed in a manner essentially similar to the embodiments described above. However, this design offers significant advantages as will be described below.
  • Beam 100 comprises web member 102, which includes tail flanges 104 at each end. Beam 100 also comprises a pair of identical head members 106. Each of head members 106 is folded approximately in the shape of an equilateral triangle having sides 107, 108 and 109. Side 109 terminates with web flange 110 and side 107 terminates with web flange 111 in like manner. Flanges 104 of web member 102 are secured to sides 108 of head members 106 by means of fasteners 18. Likewise, tail flanges 104 of web member 102 are secured to sides 108 of head members 106 by means of fasteners 18. As discussed in connection with the previously described embodiments, fasteners 18 may be any suitable form of fastener.
  • the TOX fastening system is not preferred because of the difficulty of positioning a dye within the triangular head members.
  • More suitable fastening means for this embodiment are rivets or spot welding.
  • shear and bearing loads are carried by sides 107 and 109 of head members 106 and also by web member 102. By fastening the web member flanges 104 to head member sides 108, greater flexural strength is achieved in comparison to the beams described above.
  • web member 102 of this embodiment increases the buckling strength of the head members.
  • the thickness of web element 102 may be selected to achieve any desired beam strength. It is to be noted that this selection may be independent of the selected thickness of head members 106, thereby allowing the structural characteristics of beam 100 to be optimized for particular applications.
  • FIGs 12a-12e illustrate further variations of structural beams within the scope of this invention. Referring first to Figure 12a, the basic characteristics of this design will be described with equal applicability to the variations shown in Figures 12b-12e.
  • Beam 120 comprises a pair of identical web members 122. Each of web members 122 has a center portion 124, outwardly angled intermediate portions 126, and flange portions 128. Web members 122 are attached to one another at their respective center portions 124 by means of fasteners 18.
  • Beam 120 further comprises head members 130 secured to
  • Beam 120 differs from all of the previously described beams in that the triangular head structures are not folded from a single sheet of material, but rather are fabricated from individual elements, namely, intermediate portions 126 of web members 122 and head members 130. These elements define a tubular structure with a generally triangular cross-section as in all other embodiments described thus far.
  • Beam 140 illustrated in Figure 12b is essentially identical to beam 120, but employs extended head members 142. Beam 150 shown in
  • Figure 12c is again essentially identical to beam 120 but employs channel shaped head members 152.
  • Figure 12d illustrates a beam 160 wherein head members 162 have a "C"-section.
  • Figure 12e shows beam 170 in which head member 172 includes a longitudinal depression 173 that serves as a stiffening element.
  • Head member 174 is shown as a simple plate identical to head members 130 of beam 120. However, it is to be understood that head member 174 could be identical to head member 172. In fact, any combination of head members can be utilized with the basic structure comprising web members 122 to accommodate special
  • flange elements 128 of the various embodiments illustrated in Figures 12a-12e these beams are particularly well suited for fastening horizontal collateral elements, such as floors or ceilings, from either the top or bottom of each flange.
  • beams 150 and 160 are further adapted for fastening vertical collateral elements, such as partitions, wallboard, or window wall directly to the beam.
  • vertical flange elements 155 facilitate fastening beams 150 and 160 from the side to conventional strap hangers and the like.
  • the thickness of the individual members of these beams may be selected to achieve virtually any desired structural characteristics.
  • the beams illustrated in Figures 12a-12e offer the particular advantage of being more economical to manufacture, partly due to the fact that obtuse folds of material are not required.
  • cold rolled and hot rolled sections may be combined as discussed above in connection with Figure 6.
  • a plurality of such beams may be "nested" within one another to provide a greater load bearing capability than a single such beam without increasing the gauge of sheet material used.
  • the following tables compare the calculated performance of a test section comprising the embodiment illustrated in Figures 2 and 3 with various standard structural shapes.
  • the beam of the present invention has a height of 200 millimeters and a width of 60 millimeters. Results for three material thickness are presented, namely 1.0 millimeter, 1.2 millimeter, and 1.6 millimeter. All results are for standard sections of hot rolled British grade 43C steel, which is generally equivalent to ASTM A36.
  • Columns (a), (b), and (c) give the mass per meter, cross sectional area and moment of inertia for the sections
  • Column (d) gives the load considered for deflection purposes, W ⁇ , based on the design criterion that the maximum deflection should be less than 1/360th of a beam length of 3 meters.
  • Column (e) gives the load ratio with respect to the test section.
  • Column (f) gives the maximum span for each section when the point load equal to Wp for the test section is applied to the simply-supported beams.
  • Column (g) gives the maximum span ratio with respect to the test section.
  • a section of the present invention When a section of the present invention is compared with standard sections of similar mass per meter, its moment of inertia is significantly larger than that of the other sections. Thus, it supports more loading compared with the standard sections. Similarly, it spans longer than the standard sections for the same maximum deflection.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Surgical Instruments (AREA)
  • Hydrogenated Pyridines (AREA)
  • Acyclic And Carbocyclic Compounds In Medicinal Compositions (AREA)
  • Saccharide Compounds (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Tents Or Canopies (AREA)

Abstract

Une poutre structurelle préfabriquée (10) comprend au moins un élément plié longitudinalement présentant une partie d'âme (16) et une partie de tête (12, 14). Selon différents modes de réalisation, on peut intercaler une pluralité d'éléments pliés les uns avec les autres afin de produire des configurations de diverses capacités porteuses de charge. Dans tous les cas, la partie de tête pliée (12, 14) est rendue rigide par transformation en un tube fermé de tous les côtés. On parvient à cet agencement en fixant la matière pliée sur elle-même dans la partie d'âme (16).
PCT/US1991/002944 1990-05-03 1991-04-29 Poutre structurelle WO1991017328A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AU79091/91A AU657689B2 (en) 1990-05-03 1991-04-29 Structural beam
EP91910592A EP0528973B1 (fr) 1990-05-03 1991-04-29 Poutre structurelle
JP91510149A JPH05507133A (ja) 1990-05-03 1991-04-29 構造梁
DE69110465T DE69110465T2 (de) 1990-05-03 1991-04-29 Bauträger.

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US51855490A 1990-05-03 1990-05-03
US518,554 1990-05-03
US67454991A 1991-03-22 1991-03-22
US674,549 1991-03-22

Publications (1)

Publication Number Publication Date
WO1991017328A1 true WO1991017328A1 (fr) 1991-11-14

Family

ID=27059509

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US1991/002944 WO1991017328A1 (fr) 1990-05-03 1991-04-29 Poutre structurelle

Country Status (8)

Country Link
EP (2) EP0649949A1 (fr)
JP (1) JPH05507133A (fr)
AT (1) ATE123835T1 (fr)
AU (2) AU657689B2 (fr)
CA (1) CA2082530A1 (fr)
DE (1) DE69110465T2 (fr)
ES (1) ES2075453T3 (fr)
WO (1) WO1991017328A1 (fr)

Cited By (14)

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GB2270706A (en) * 1992-09-18 1994-03-23 Univ Edinburgh Light weight metal beam
DE19502174A1 (de) * 1995-01-25 1995-08-31 Wolfgang Taenzer Verbund-Träger
US5499480A (en) * 1993-03-31 1996-03-19 Bass; Kenneth R. Lightweight metal truss and frame system
US5535569A (en) * 1992-03-06 1996-07-16 Bhp Steel (Jla) Pty, Ltd. Sheet metal structural member and frames incorporating same
US5664388A (en) * 1993-03-31 1997-09-09 Donna Bass Structural shear resisting member and method employed therein
US5692353A (en) * 1993-03-31 1997-12-02 Bass, Deceased; Kenneth R. Lumber-compatible lightweight metal construction system
WO1998049409A1 (fr) * 1997-04-30 1998-11-05 Weeks Peacock Quality Homes Pty. Ltd. Element de charpente
AU726289B2 (en) * 1997-04-30 2000-11-02 Weeks Holdings Pty Ltd A structural member
US6802170B2 (en) 2002-01-07 2004-10-12 Kurt K. Davis Box beam and method for fabricating same
EP1644593A1 (fr) * 2003-06-23 2006-04-12 Smorgon Steel Litesteel Products Pty Ltd Poutre amelioree
KR100780105B1 (ko) 2006-12-29 2007-11-30 주식회사 포스코 구조용 부재 및 그 제조방법
CN102059513A (zh) * 2010-11-23 2011-05-18 南车南京浦镇车辆有限公司 铁路客车整体式底架牵引梁制造工艺
WO2014078129A1 (fr) * 2012-11-13 2014-05-22 Noble Environmental Technologies Corporation Élément structural contenant un vide
DE102019101102A1 (de) * 2019-01-16 2020-07-16 Manfred Wanzke Multifunktionales Bau-Konstruktionselement

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US5678384A (en) * 1995-08-31 1997-10-21 World Wide Homes Ltd. Rapid assembly secure prefabricated building
AU717886B2 (en) * 1996-10-31 2000-04-06 Kalford Pty Ltd A reinforcing strut
FI20010988A (fi) * 2001-05-11 2002-11-12 Simo-Pekka Sainio Perävaunun runko
FR2901536B1 (fr) * 2006-05-23 2009-01-30 Airbus France Sas Poutre pour plancher pressurise d'aeronef
JP5510597B1 (ja) * 2013-06-24 2014-06-04 株式会社 構造材料研究会 円形環補強梁部材
JP5500472B1 (ja) * 2013-11-11 2014-05-21 株式会社 構造材料研究会 断面隅部補強構造部材
JP6540242B2 (ja) * 2015-06-04 2019-07-10 日本製鉄株式会社 溝形軽量形鋼
CN114279840B (zh) * 2021-12-24 2024-04-19 安徽省交通控股集团有限公司 一种公路装配式波纹钢结构稳定性评价方法

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US5535569A (en) * 1992-03-06 1996-07-16 Bhp Steel (Jla) Pty, Ltd. Sheet metal structural member and frames incorporating same
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US5499480A (en) * 1993-03-31 1996-03-19 Bass; Kenneth R. Lightweight metal truss and frame system
US5664388A (en) * 1993-03-31 1997-09-09 Donna Bass Structural shear resisting member and method employed therein
US5692353A (en) * 1993-03-31 1997-12-02 Bass, Deceased; Kenneth R. Lumber-compatible lightweight metal construction system
US5842318A (en) * 1993-03-31 1998-12-01 Bass, Deceased; Kenneth R. Lumber-compatible lightweight metal construction system
DE19502174A1 (de) * 1995-01-25 1995-08-31 Wolfgang Taenzer Verbund-Träger
AU726289B2 (en) * 1997-04-30 2000-11-02 Weeks Holdings Pty Ltd A structural member
WO1998049409A1 (fr) * 1997-04-30 1998-11-05 Weeks Peacock Quality Homes Pty. Ltd. Element de charpente
US6802170B2 (en) 2002-01-07 2004-10-12 Kurt K. Davis Box beam and method for fabricating same
EP1644593A1 (fr) * 2003-06-23 2006-04-12 Smorgon Steel Litesteel Products Pty Ltd Poutre amelioree
EP1644593A4 (fr) * 2003-06-23 2007-10-24 Smorgon Steel Litesteel Products Pty Ltd Poutre amelioree
US8181423B2 (en) 2003-06-23 2012-05-22 Smorgon Steel Litesteel Products Pty Ltd. Beam
KR100780105B1 (ko) 2006-12-29 2007-11-30 주식회사 포스코 구조용 부재 및 그 제조방법
CN102059513A (zh) * 2010-11-23 2011-05-18 南车南京浦镇车辆有限公司 铁路客车整体式底架牵引梁制造工艺
CN102059513B (zh) * 2010-11-23 2012-04-11 南车南京浦镇车辆有限公司 铁路客车整体式底架牵引梁制造工艺
WO2014078129A1 (fr) * 2012-11-13 2014-05-22 Noble Environmental Technologies Corporation Élément structural contenant un vide
DE102019101102A1 (de) * 2019-01-16 2020-07-16 Manfred Wanzke Multifunktionales Bau-Konstruktionselement

Also Published As

Publication number Publication date
EP0528973A4 (en) 1993-03-31
AU7909191A (en) 1991-11-27
DE69110465D1 (de) 1995-07-20
ATE123835T1 (de) 1995-06-15
EP0649949A1 (fr) 1995-04-26
AU657689B2 (en) 1995-03-23
EP0528973A1 (fr) 1993-03-03
DE69110465T2 (de) 1996-03-07
EP0528973B1 (fr) 1995-06-14
CA2082530A1 (fr) 1991-11-04
JPH05507133A (ja) 1993-10-14
AU1223195A (en) 1995-05-18
ES2075453T3 (es) 1995-10-01

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