US20030167724A1 - Spanning member with convoluted web, c-shape flanges, and end plate - Google Patents
Spanning member with convoluted web, c-shape flanges, and end plate Download PDFInfo
- Publication number
- US20030167724A1 US20030167724A1 US09/336,207 US33620799A US2003167724A1 US 20030167724 A1 US20030167724 A1 US 20030167724A1 US 33620799 A US33620799 A US 33620799A US 2003167724 A1 US2003167724 A1 US 2003167724A1
- Authority
- US
- United States
- Prior art keywords
- flanges
- web
- beam member
- pair
- leg sections
- Prior art date
- Legal status (The legal status 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 status listed.)
- Abandoned
Links
Images
Classifications
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- 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
- E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
- E04C3/16—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- 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
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- 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
- E04C2003/0426—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
- E04C2003/0434—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 open cross-section free of enclosed cavities
-
- 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
-
- 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
- E04C2003/0473—U- or C-shaped
Definitions
- the invention relates generally to spanning or beam members and, more particularly, to beam members formed of a pair of opposing C-shaped flanges, a convoluted web for added strength, and an end plate for structurally protecting and interconnecting the beam members.
- Beam members are widely used in the construction industry, not only as a permanent building elements but also as a part of construction formwork, such as in scaffolding, concrete forms, and the like.
- An example of beam members used in formwork include the soldier described in U.S. Pat. No. 4,964,256, which is used as upright and horizontal structural members, inclined braces, columns, shores, and walers.
- Another example is the lightweight steel beam member used as a support for decking or sheeting as a part of a concrete forming system, as described in U.S. Pat. No. 5,307,601.
- These beam members are also used as metal studs and other building components where they substitute for conventional dimensional lumber.
- Such beam members are made in a wide variety of shapes and designs and of a wide variety of materials. With the widespread use of roll-forming techniques, it has become increasingly common to use beam members that are made of metal sheet material formed primarily by roll-forming to create relatively lightweight yet strong beam members.
- One way to achieve desired efficiencies and reduce the cost of the beam member is through the use of thinner metal sheet material in the roll-forming process, provided that the resultant beam member is designed to retain the desired strength and other characteristics.
- the thinner sheet material is less expensive, easier and cheaper to roll-form, and lighter in weight.
- the beam members In the context of construction formwork, the beam members typically rest on top of support posts (mono-postsTM). While the beam members vary in length, normally the beams must interconnect to span the required length. Commonly, the interconnection consists of a collar that secures around the overlapped ends of two beams. This point of interconnection typically requires a separate support post, since the connection usually comprises a weak point. Overlapping the beam members can help to alleviate this problem but this requires using either more beam members, or longer beam members. Additionally, similar problems occur with beam members used in permanent building construction. This system of interconnection generally adds an undesirable level of complexity, requires more support posts, and the interconnection sites constitute a potential point of failure in the support system.
- the invention consists of a beam member that has a pair of longitudinally extended and opposing flanges each of which includes a central web section and a pair of inwardly extended leg sections such that each flange is generally C-shaped in transverse cross section.
- a longitudinally extended web member is interposed between the opposing pair of flanges and has a pair of longitudinally extended sides each of which is in contact engagement along the central web section of a corresponding one of said pair of opposing flanges.
- the web member has one or more convoluted sections with alternating lateral protrusions that extend transversely across the width or height of the web. The protrusions extend laterally to be adjacent along a portion of a corresponding opposite pair of said leg sections of the flanges.
- the sides of the web are welded to the flanges at the central web section thereof and the protrusions of the web are welded to the adjacent portions of the leg sections of the flanges.
- An end plate secures to the opposing flanges and to the web member interposed therebetween, providing a superior means for interconnecting the beam members.
- the resultant beam member may be manufactured out of relatively thin sheet material and yet have a high stiffness and weight bearing capacity before crushing.
- Another object of the invention is to provide a beam member with a convoluted web that is roll-formed from a sheet of metal material and having improved stiffness and resistance to crushing under load.
- a further object of the invention is to provide a beam member having a corrugated web welded to a pair of opposing flanges that are either U-shaped or C-shaped in transverse cross section to comprise a beam member having improved stiffness and resistance to crushing under load.
- Still another object of the invention is to provide a metal beam member that can be used as a replacement for dimensional lumber and includes flanges that are penetrable by screws or hand-driven nails.
- Yet another object of the invention is to provide a beam member that can readily interconnect with like beam members.
- FIG. 1 is an elevational side view of a beam member of the present invention.
- FIG. 2 is a top plan view of the beam member of FIG. 1.
- FIG. 3 is an end view of the beam member of FIG. 1.
- FIG. 4 is an enlarged detail view showing weldments securing a web of the beam member to flange members of the beam member.
- FIG. 5 is a top plan view of the flange member of the present invention.
- FIG. 6 is an end view of the flange member of FIG. 5.
- FIG. 7 is a top plan view of the web the present invention.
- FIG. 8 is a side elevational view of the web of FIG. 7.
- FIG. 9 is a perspective view of an end plate of an alternative beam member.
- FIG. 10 is a top plan view of an alternative flange member with relief lines.
- FIG. 11 is a partial perspective view of the alternative flange member of FIG. 10.
- FIGS. 12 a - b are end views of the alternative beam member.
- FIG. 13 is a cross-sectional view of the alternative beam member of FIG. 12 b taken along the line 13 — 13 shown in FIG. 12 b.
- FIGS. 1 - 4 Illustrated in FIGS. 1 - 4 , generally at 10 , is a beam member having a pair of opposing flanges 12 and 14 . Interposed between the opposing flanges 12 and 14 is a web 16 which, as best illustrated in FIG. 7, has a plurality of alternating, transversely extended protrusions, with the protrusions extending laterally to a first side of the web 16 identified with the reference numeral 18 a and the protrusions extending laterally to a second side of the web 16 identified with the reference numeral 118 b (see FIG. 2).
- the flanges 12 and 14 are identical, each including a longitudinally extended central web section 20 and a pair of leg sections 22 and 24 that are extended inwardly from either side of the central web section 20 (FIGS. 5 and 6).
- the free end portions 26 and 28 of the leg sections 22 and 24 are turned toward each other so that the flanges 12 and 14 are generally C-shaped in transverse cross-section.
- the web 16 is formed of a rectangular sheet that has been bent along transverse lines perpendicular to the longitudinal axis of the sheet.
- the bends, indicated at 30 in FIG. 8, alternate in direction at intervals to produce at least a section of the web 16 having a convoluted or corrugated shape wherein the protrusions 18 a and 18 b extend to either side of the web 16 (FIG. 7).
- the protrusions 18 a and 18 b are symmetrical and have flat outer sections 32 a and 32 b , respectively, that are laterally spaced by a distance that matches the transverse distance or spacing between the free end portions 26 and 28 of the leg sections 22 and 24 of the flanges 12 and 14 .
- the flanges 12 and 14 will fit over the longitudinally extended sides of the web 16 with the side edges of the web 16 in flush contact engagement with the central web section 20 of each of the flanges 12 and 14 and with the flat outer sections 32 a and 32 b of the protrusions adjacent the free end portions 26 and 28 of the flange leg sections 22 and 24 (FIG. 3).
- the flanges 12 and 14 are preferably welded to the web 16 .
- the flat outer sections 32 a and 32 b of the protrusions 18 are welded at 34 to the free end portions 26 and 28 of the flange leg sections 22 and 24 , and the side edges of the web 16 are welded at 36 to the central web section 20 of each of the flanges 12 and 14 .
- the convoluted web 16 provides stiffened members over the points of support to resist crushing of the beam member 10 under load resting on the top flange.
- inwardly extended leg sections 22 and 24 permit welding to the web 16 at points inward of the central web section 20 to reduce the unbraced and unstiffened size of the compression elements to allow the use of thinner metal sheet material in the manufacture of the beam member 10 .
- the protrusions 18 are formed using alternating bends of approximately 120°, with the flat sections 32 of a length of 62.5 mm separated by 73 mm. This results in a corrugated web 16 that has an outside lateral width of 65 mm.
- the flanges 12 and 14 are formed using 90° bends with a central web section 20 of 89 mm in width, wherein the leg sections 22 and 24 extend transversely inwardly 36 mm and the free end sections 26 and 28 extend laterally inwardly 12 mm so that the gap between opposing free end sections is 65 mm.
- the web 16 are roll-formed from high strength, low alloy sheet steel having a thickness of 0.0598 inches (16 gauge) and the flanges 12 and 14 are roll-formed from high strength, low alloy sheet steel having a thickness of 0.0747 inches (14 gauge).
- the beam member 10 can vary in length, with the preferred lengths ranging from 1.2 m to 7.2 m, in increments of 0.6 m. A beam member 10 with these dimensions is suitable for use as a replacement for 31 ⁇ 2 inch wide lumber in garage door headers, window headers, and other long spanning applications in residential construction.
- the flanges 12 and 14 are of sufficient thickness to allow for penetration by screws or hand-driven nails for the attachment of other building components as with lumber.
- the beam members are also intended for use in the concrete forming industry where they are used to support concrete forms in horizontal forming applications. Beam members of the present invention will generally serve as an intermediary supporting member between other components of concrete forming systems apparatus.
- the preferred embodiment has been described as having the web and flanges manufactured from specified sheet material, sheet materials of different thickness or other characteristics may be used depending on the desired performance characteristics of the resulting beam member.
- the protrusions or corrugations of the web in the preferred embodiment are comprised of straight or flat sections made by a series of bends across the full transverse width of the sheet, other diverse convolutions could be used.
- the convoluted section extends the full length of the web, whereas it may be desirable to provide one or more convoluted sections that are less than the full length.
- flanges of a generally C-shape are used in the preferred embodiment, flanges of a U-shaped cross section could be employed, albeit with some loss in strength and possible added material costs.
- FIGS. 9 - 12 show an alternative embodiment of the present invention.
- FIGS. 12 a and 12 b shows a beam member 50 that includes a endplate 52 (see FIG. 9) with circular perforations 51 .
- the beam member 50 also includes a recessed pair of opposing flanges 54 .
- the flange 54 generally operates in a similar manner to the flange 12 shown in FIG. 6.
- the flange 54 contains a longitudinal extending central web section 60 , and a pair of interconnected leg sections 58 , 62 that extend inwardly from either side of the central web section 60 . Additionally, free end portions 56 , 64 turn toward each other extending away from the leg sections 58 , 62 . In this manner, the flange 54 forms a generally C-shape in transverse cross-section.
- the free end portions 56 , 64 of the flange 54 are recessed away from the top of the leg sections 58 , 62 . Shown best in FIGS. 10 and 11, the recessed areas 66 form a ledge for receipt of the end plate 52 . In other words, where the free end portions 26 , 28 of the flange 12 extend to meet the leg sections 22 , 24 flush, the free end portions 56 , 64 of the flange 54 do not extend all the way up to meet the leg sections 58 , 62 .
- FIGS. 12 a and 12 b show this configuration in phantom, the free end portions 56 , 64 extend under the end plate 52 (see phantom lines).
- the end plate 52 rests on the ledge formed by the recessed free end portions 56 , 64 such that the recess 66 extends to a depth to receive one-half of the thickness of the end plate 52 .
- This allows for the end plate 52 to securely seat within the flange 54 , while still allowing the end plate 52 to protrude sufficiently above the flange 54 to allow for achieving a secure attachment through fillet weldments 68 (FIG. 12 b ).
- the end plate 52 secures to both the flange 54 and the web 16 .
- Fillet welds 68 secure the end plate 52 to the flange 54 along the entire length of the intersection of the two components.
- FIG. 12. shows the orientation of the underlying web 16 in phantom.
- the web 16 in the orientation shown in FIGS. 12 a and 12 b , underlies the end plate 52 .
- Intermittent fillet welds along the interior underlying interface of the end plate 52 and the web 16 secure the components in place.
- FIG. 13 shows a cross-sectional view of the beam member 50 showing the interface between the end plate 52 , the flange 54 , and the web 16 .
- the end plate 52 rests on the ledge created by the opposing recessed free end portions 56 , 64 of the flange 54 .
- the recess preferably allows about one-half of the thickness of the end plate 52 to protrude above the flange 54 . This provides sufficient area for well securing weldments 68 , and also allows the end plate 52 to seat within the flange 54 . In this manner, the present invention achieves a full moment connection between the end plate 52 and the flange 54 .
- the end plate 52 measures approximately 224 mm in length along a longitudinal axis, approximately 84 mm in width along a transverse axis, and approximately 7 mm in thickness.
- the perforations 51 are separated by approximately 150 mm, and are evenly centered thereabout.
- the perforations 51 measure approximately 20 mm in diameter.
- the advantage of this embodiment comprises the fact that the beam member 50 can interconnect with other beam members 50 through, for example, bolts secured through the circular perforations 51 in the end plate 52 .
- the beam members 50 provide a superior end connecting means by creating a full moment connection between beam members 50 .
- the end plates 52 provide protection for the free end of the beam members 50 from normal wear and tear damage that occurs at the ends of the beam members 50 from moving, securing, and removing the beam members 50 .
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Wood Science & Technology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Manufacturing Cores, Coils, And Magnets (AREA)
- Floor Finish (AREA)
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Priority Applications (13)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/336,207 US20030167724A1 (en) | 1999-06-18 | 1999-06-18 | Spanning member with convoluted web, c-shape flanges, and end plate |
JP2000036665A JP3294581B2 (ja) | 1999-06-18 | 2000-02-15 | ビーム部材 |
EP00301369A EP1061196B1 (en) | 1999-06-18 | 2000-02-22 | Spanning member with convoluted web, C-shaped flanges, and end plate (Z beam) |
DE60023210T DE60023210T2 (de) | 1999-06-18 | 2000-02-22 | Längsträger mit einem gewickelten Steg, C-förmigen Flanschen und Endplatte |
DE1061196T DE1061196T1 (de) | 1999-06-18 | 2000-02-22 | Längsträger mit einem gewickelten Steg, C-förmigen Flanschen und Endplatte |
AT00301369T ATE307239T1 (de) | 1999-06-18 | 2000-02-22 | Längsträger mit einem gewickelten steg, c- förmigen flanschen und endplatte |
KR10-2000-0010054A KR100379358B1 (ko) | 1999-06-18 | 2000-02-29 | 주름형 웹, c형상 플랜지, 및 엔드 플레이트를 보유한경간 부재 |
CA002303040A CA2303040C (en) | 1999-06-18 | 2000-03-29 | Spanning member with convoluted web, c-shaped flanges, and end plate |
PE2000000300A PE20001409A1 (es) | 1999-06-18 | 2000-04-05 | Miembro extensible con red en espiral, rebordes en forma de c y placa terminal |
ARP000101644A AR018996A1 (es) | 1999-06-18 | 2000-04-10 | SEGMENTO DE VIGA CON ALMA PLEGADA,PAR DE ALAS CON SECCIoN EN FORMA DE C Y CON PLACA DE UNION EN LOS EXTREMOS |
TW089107719A TW448259B (en) | 1999-06-18 | 2000-04-25 | Spanning member with convoluted web, C-shaped flanges, and end plate |
BR0002627-1A BR0002627A (pt) | 1999-06-18 | 2000-06-12 | Peça de viga |
CO00045157A CO5271763A1 (es) | 1999-06-18 | 2000-06-16 | Miembro de extension con alma convotulada, rebordes en forma de c, y placa de extremo |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US09/336,207 US20030167724A1 (en) | 1999-06-18 | 1999-06-18 | Spanning member with convoluted web, c-shape flanges, and end plate |
Publications (1)
Publication Number | Publication Date |
---|---|
US20030167724A1 true US20030167724A1 (en) | 2003-09-11 |
Family
ID=23315033
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US09/336,207 Abandoned US20030167724A1 (en) | 1999-06-18 | 1999-06-18 | Spanning member with convoluted web, c-shape flanges, and end plate |
Country Status (12)
Country | Link |
---|---|
US (1) | US20030167724A1 (es) |
EP (1) | EP1061196B1 (es) |
JP (1) | JP3294581B2 (es) |
KR (1) | KR100379358B1 (es) |
AR (1) | AR018996A1 (es) |
AT (1) | ATE307239T1 (es) |
BR (1) | BR0002627A (es) |
CA (1) | CA2303040C (es) |
CO (1) | CO5271763A1 (es) |
DE (2) | DE1061196T1 (es) |
PE (1) | PE20001409A1 (es) |
TW (1) | TW448259B (es) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20080000163A1 (en) * | 2006-06-12 | 2008-01-03 | Garlock Equipment Company | Latch assembly for safety rail system |
US20080006809A1 (en) * | 2006-06-14 | 2008-01-10 | Stoffels Richard B | Safety Rail System |
US20080065240A1 (en) * | 2006-09-12 | 2008-03-13 | Fujitsu Limited | Position control method, position control device, and medium storage device having disturbance suppression function |
US20080256864A1 (en) * | 2007-04-23 | 2008-10-23 | Stoffels Richard B | Skylight Protector |
CN113911314A (zh) * | 2021-11-16 | 2022-01-11 | 中国商用飞机有限责任公司 | 龙骨梁缘条连接结构及其安装方法 |
US20220213687A1 (en) * | 2022-03-24 | 2022-07-07 | B&H Solutions LLC | Composite Open Web Beam-Joist and Method of Manufacture |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
NZ580649A (en) * | 2007-04-23 | 2011-11-25 | Csr Building Products Ltd | Metal, preferably steel stud and panel system for filling with concrete |
KR101229467B1 (ko) * | 2010-09-01 | 2013-02-07 | 최현철 | 건축용 구조재 |
JP6032373B2 (ja) * | 2013-10-09 | 2016-11-30 | 新日鐵住金株式会社 | 自動車車体用構造部材の製造方法及びプレス成形装置 |
CN109750790A (zh) * | 2019-01-04 | 2019-05-14 | 中铁建工集团有限公司 | 波纹腹板钢连梁 |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB1358261A (en) * | 1971-02-01 | 1974-07-03 | Acrow Eng Ltd | Structural supports for concrete formwork panels |
US4964256A (en) * | 1990-01-05 | 1990-10-23 | Economy Forms Corporation | Beam member for concrete forming system |
US5307601A (en) | 1992-02-06 | 1994-05-03 | Mccracken Robert G | Beam member for use in concrete forming apparatus |
KR970039469U (ko) * | 1997-04-03 | 1997-07-29 | 장석규 | 트러스용 강화빔 |
US5956919A (en) * | 1997-09-08 | 1999-09-28 | Wilian Holding Co. | Spanning member with convoluted web and C-shaped flanges |
-
1999
- 1999-06-18 US US09/336,207 patent/US20030167724A1/en not_active Abandoned
-
2000
- 2000-02-15 JP JP2000036665A patent/JP3294581B2/ja not_active Expired - Fee Related
- 2000-02-22 EP EP00301369A patent/EP1061196B1/en not_active Expired - Lifetime
- 2000-02-22 DE DE1061196T patent/DE1061196T1/de active Pending
- 2000-02-22 DE DE60023210T patent/DE60023210T2/de not_active Expired - Lifetime
- 2000-02-22 AT AT00301369T patent/ATE307239T1/de not_active IP Right Cessation
- 2000-02-29 KR KR10-2000-0010054A patent/KR100379358B1/ko not_active IP Right Cessation
- 2000-03-29 CA CA002303040A patent/CA2303040C/en not_active Expired - Lifetime
- 2000-04-05 PE PE2000000300A patent/PE20001409A1/es active IP Right Grant
- 2000-04-10 AR ARP000101644A patent/AR018996A1/es active IP Right Grant
- 2000-04-25 TW TW089107719A patent/TW448259B/zh not_active IP Right Cessation
- 2000-06-12 BR BR0002627-1A patent/BR0002627A/pt not_active IP Right Cessation
- 2000-06-16 CO CO00045157A patent/CO5271763A1/es not_active Application Discontinuation
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20080000163A1 (en) * | 2006-06-12 | 2008-01-03 | Garlock Equipment Company | Latch assembly for safety rail system |
US7743556B2 (en) | 2006-06-12 | 2010-06-29 | Garlock Equipment Company | Latch assembly for safety rail system |
US20100264674A1 (en) * | 2006-06-12 | 2010-10-21 | Stoffels Richard B | Latch Assembly for Safety Rail System |
US7832148B2 (en) | 2006-06-12 | 2010-11-16 | Garlock Equipment Company | Latch assembly for safety rail system |
US20080006809A1 (en) * | 2006-06-14 | 2008-01-10 | Stoffels Richard B | Safety Rail System |
US8366079B2 (en) | 2006-06-14 | 2013-02-05 | Garlock Equipment Company | Safety rail system |
US20080065240A1 (en) * | 2006-09-12 | 2008-03-13 | Fujitsu Limited | Position control method, position control device, and medium storage device having disturbance suppression function |
US20080256864A1 (en) * | 2007-04-23 | 2008-10-23 | Stoffels Richard B | Skylight Protector |
CN113911314A (zh) * | 2021-11-16 | 2022-01-11 | 中国商用飞机有限责任公司 | 龙骨梁缘条连接结构及其安装方法 |
US20220213687A1 (en) * | 2022-03-24 | 2022-07-07 | B&H Solutions LLC | Composite Open Web Beam-Joist and Method of Manufacture |
US11536030B2 (en) * | 2022-03-24 | 2022-12-27 | B&H Solutions LLC | Composite open web beam-joist and method of manufacture |
Also Published As
Publication number | Publication date |
---|---|
DE60023210T2 (de) | 2006-07-20 |
AR018996A1 (es) | 2001-12-26 |
JP2000356005A (ja) | 2000-12-26 |
ATE307239T1 (de) | 2005-11-15 |
DE1061196T1 (de) | 2001-10-25 |
CA2303040C (en) | 2005-02-08 |
PE20001409A1 (es) | 2000-11-25 |
DE60023210D1 (de) | 2005-11-24 |
EP1061196B1 (en) | 2005-10-19 |
CO5271763A1 (es) | 2003-04-30 |
BR0002627A (pt) | 2001-01-02 |
EP1061196A3 (en) | 2001-06-06 |
JP3294581B2 (ja) | 2002-06-24 |
TW448259B (en) | 2001-08-01 |
KR100379358B1 (ko) | 2003-04-08 |
CA2303040A1 (en) | 2000-12-18 |
KR20010006718A (ko) | 2001-01-26 |
EP1061196A2 (en) | 2000-12-20 |
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Legal Events
Date | Code | Title | Description |
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AS | Assignment |
Owner name: WILIAN HOLDING COMPANY, IOWA Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:MCCRACKEN, ROBERT G.;REEL/FRAME:010049/0420 Effective date: 19990611 |
|
STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |