CN1252363C - Metal decking - Google Patents

Metal decking Download PDF

Info

Publication number
CN1252363C
CN1252363C CN 01818556 CN01818556A CN1252363C CN 1252363 C CN1252363 C CN 1252363C CN 01818556 CN01818556 CN 01818556 CN 01818556 A CN01818556 A CN 01818556A CN 1252363 C CN1252363 C CN 1252363C
Authority
CN
China
Prior art keywords
metal decking
spare
web
prebuckling
flange
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.)
Expired - Fee Related
Application number
CN 01818556
Other languages
Chinese (zh)
Other versions
CN1473229A (en
Inventor
坎贝尔·J·塞科姆
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
BHP Steel JLA Pty Ltd
Original Assignee
BHP Steel JLA Pty Ltd
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
Priority claimed from AUPR1303A external-priority patent/AUPR130300A0/en
Priority claimed from AUPR2285A external-priority patent/AUPR228500A0/en
Priority claimed from AUPR2286A external-priority patent/AUPR228600A0/en
Application filed by BHP Steel JLA Pty Ltd filed Critical BHP Steel JLA Pty Ltd
Publication of CN1473229A publication Critical patent/CN1473229A/en
Application granted granted Critical
Publication of CN1252363C publication Critical patent/CN1252363C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/24—Roof covering by making use of flat or curved slabs or stiff sheets with special cross-section, e.g. with corrugations on both sides, with ribs, flanges, or the like
    • E04D3/30—Roof covering by making use of flat or curved slabs or stiff sheets with special cross-section, e.g. with corrugations on both sides, with ribs, flanges, or the like of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/36—Connecting; Fastening
    • E04D3/366—Connecting; Fastening by closing the space between the slabs or sheets by gutters, bulges, or bridging elements, e.g. strips

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Road Paving Structures (AREA)
  • Metal Rolling (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The present invention relates generally to metal decking 10 including a pair of adjacent metal decking members 12 and 14 located alongside one another. The adjacent metal decking members 12 and 14 are of an identical cross-sectional shape being elongate and of a C-section profile. The C-section metal decking member 12 includes a web 16 and a pair of opposing flanges 18 and 20, respectively. The web 16 of the metal decking member 12 is longitudinally pre-cambered inwardly of the metal decking member 12. The metal decking member 12 which ordinarily in a concrete slab (not shown) is thus capable of spanning an increased distance unsupported.

Description

Metal decking
Technical field
The present invention relates generally to metal decking and a kind of method that forms this metal decking.The present invention specifically but not exclusively relate to and be used for the metal decking that cement covers roof or floor.
Summary of the invention
According to an aspect of the present invention, provide a kind of long and narrow, C shape cross-sectional profiles, be used in the metal decking spare in the combining structure, it comprises web and a pair of flange that extends from the relative longitudinal edge of web, in use, this part links to each other with adjacent described, like this, described connected forms metal decking, wherein, this web is by vertically prebuckling in metal decking spare, thereby reduces the outside skew of described metal decking spare when casting cement on described paving.
Preferably, web and relative flange are together by vertical prebuckling.
According to a further aspect in the invention, a kind of long and narrow, C shape cross-sectional profiles is provided and has comprised web and the metal decking spare of a pair of flange that extends from the relative longitudinal edge of web, this web comprises the cold rolling transverse wave that is formed in the web, and described ripple causes pointing to the vertical prebuckling in the interior described web of described paving element.
Preferably, by cold rolling horizontal ripple is formed in the web.More preferably, this transverse wave is more shallow.
According on the other hand, a kind of long and narrow, C shape cross-sectional profiles is provided and has comprised web and the metal decking spare of a pair of flange that extends from the relative longitudinal edge of web, each flange comprises from the upright first of web, with the second portion that extends from the top blank parts of first, second portion extends internally from first, so that be positioned at described web top, wherein, web is by vertically prebuckling in metal decking spare.
Preferably, as the maximum vertical misalignment on the surface of the relative substantially flat of web and vertical prebuckling of measuring, recently explain with the percentage of relative web length and can reach about 2%.More preferably, this vertical prebuckling is between about 0.4% to 1%.In one embodiment, corresponding to 5 meters long not supported span, this equals the prebuckling between about 20 to 50mm.
Preferably, on cross section, this web is by prebuckling in metal decking spare.More preferably, as the peak excursion on the surface of the relative substantially flat of web and the horizontal prebuckling of measuring, recently explain with the percentage of relative web width and can reach about 5%.Still more preferably, laterally prebuckling between about 1% to 4%.
According to a further aspect in the invention, provide a kind of long and narrow, C shape cross-sectional profiles, be used in the metal decking spare in the combining structure, it comprises web and a pair of flange that extends from the relative longitudinal edge of web, each flange of this part is suitable for linking to each other with another flange of described, like this, described connected forms metal decking, wherein, this web in cross section by to the inner prebuckling of metal decking spare, thereby reduce the outside skew of described metal decking spare when casting cement on described paving.
According on the other hand, a kind of long and narrow, C shape cross-sectional profiles is provided and has comprised web and the metal decking spare of a pair of flange that extends from the relative longitudinal edge of web, each flange comprises from the upright first of web, with the second portion that partly extends from the top edge of first, second portion extends internally from first, so that be positioned at described web top, wherein, web on cross section to the inner prebuckling of metal decking.
Preferably, as the peak excursion on the surface of the relative substantially flat of web and the horizontal prebuckling of measuring, recently explain with the percentage of relative web width and can reach about 5%.More preferably, laterally prebuckling between about 1% to 4%.
Preferably, a pair of relative flange is arranged in the both sides of the imaginary longitudinal axis of metal decking spare symmetrically.More preferably, the C shape cross-sectional profiles of metal decking spare is a substantial symmetry.
Preferably, each flange comprises the rib of longitudinal extension.More preferably, the profile of described rib is complimentary to one another and aligned with each other, and one in the rib to outer process, and another in the described rib is to inner process, thereby the adjacent rib of adjacent metal paving element can connect together mutually.
The prebuckling that has been found that web can increase the not supported span of metal decking spare effectively.Usually, metal decking spare is coated or is embedded in the cement board.
Usually, described metal decking spare is that a plurality of sides each other connect layout with one in the metal decking spare of common formation metal decking.
Preferably, adjacent paving element is fixed together by fastener in a plurality of paving elements.More preferably, described fastener comprises the fixture that one or more adjacent ribs that are designed to adjacent paving element engage.Perhaps, described fastener comprises elastic clip, and it is configured to releasedly partly to engage with the free edge of the adjacent ribs of adjacent paving element.
Preferably, a plurality of paving elements are coated or are embedded in the cement board, and another aspect of the present invention relates to the combining structure that comprises described paving.
Description of drawings
In order to help to understand essence of the present invention better, the preferred embodiment of metal decking and manufacture method thereof is only described by the mode of example with reference to the accompanying drawings.In the accompanying drawing:
Fig. 1 is the sectional view according to an embodiment of metal decking of the present invention;
Fig. 2 is the phantom drawing according to another embodiment of metal decking of the present invention;
Fig. 3 is the sectional view of the alternative fastener of metal decking.
The specific embodiment
As shown in Figure 1, metal decking 10 comprises: a pair of metal decking spare 12 and 14 adjacent, that sidepiece links to each other.Metal decking 10 is designed to be embedded into or be coated in the cement board, thereby forms roof or floor.
Have identical long and narrow cross sectional shape and C cross-sectional profiles as 12 with 14 adjacent metal paving element.This C shape cross section metal decking spare 12 comprises web 16 and a pair of relative flange 18 and 20.Metal decking as 12 has C shape cross-sectional profiles, and wherein, each flange 18 and 20 free edge part 22 and 24 are curved inwardly.In addition, each in the free edge part 22 and 24 comprises that separately lip is curved 26 and 28, and they arrange to such an extent that be parallel to corresponding flange 18 and 20 usually.So the metal decking spare as 12 and 14 has the cross sectional shape that substantial symmetry is arranged.
As shown in Figure 2, the web 16 of metal decking spare 12 is by longitudinally to the inboard prebuckling of metal decking spare 12.This metal decking spare 12 is the types shown in Fig. 1, but does not have the rib of longitudinal extension.This metal decking spare is embedded in the cement board (not shown) generally speaking, therefore can stride across longer not supported distance.In this example, the prebuckling of web 16 is as the vertical misalignment of web from the maximum of the plane survey of substantially flat, and the length of web 16 approximately is 0.6% with the form statement of percentage relatively.The web 16 that should be understood that vertical prebuckling is offset to flat surfaces under the effect of the effective weight of cement board at least in part.Advantageously, this vertical prebuckling provides minimum skew for the metal decking spare 12 of crossing over bigger distance.In this embodiment, metal decking spare 12 can be crossed over and reach about 5 meters not supported distance, and comprises the vertical prebuckling corresponding to about 30mm of 0.6%.This embodiment of the present invention can have 5 meters not supported span, and by contrast, the span with the conventional metals paving of vertical prebuckling is not 3 meters.
As shown in Figure 1, the web 16 of metal decking spare 12 in cross-sectional profiles on also inwardly prebuckling.In this example, the horizontal prebuckling of web 16 is as the skew of web from the maximum of the plane survey of substantially flat, and the width of web 16 is explained with the form of percentage relatively, approximately is 2%.In this example, the width of metal decking spare 12 approximately is 300mm, and is formed by the sheet metal rolling that thickness is approximately 1.2mm.
Flange 18 and 20 comprises the rib 30 and 32 of longitudinal extension respectively. Rib 30 and 32 rollings are formed in the lower part of each flange 18 and 20 contiguous webs 16.Rib 30 forms inside projection, and the shape of another rib 32 and relative rib 30 complementations, but points to the outside of paving element 12.This longitudinal rib 30 and 32 is aimed at,, can be connected together each other so that make adjacent rib 32 and 34 such as adjacent paving element 12 and 14.Therefore, the rib that connects together, as 32 and 34, constraint paving element 12 and 14 moving both vertically each other, and help the aligning of adjacent paving element 12 and 14.
By making 16 one-tenth corrugated of web, the vertical prebuckling in the web 16 of formation metal decking spare 12.This ripple (not shown) is by located lateral, and ground, the width top extension of crossing web 16.By cold rolling transverse wave is formed in the web 16, and enough " gently " providing reaches about 2% preferred vertically prebuckling.In case paving element forms C shape cross-sectional profiles, ripple can be formed in the smooth band or web 16 in.Perhaps, can form the ripple of web 16 with traditional cold rolling generation type by the corrugation rolls (not shown).
The adjacent metal paving element 12 of this embodiment and 14 securing members by a series of as 36 bolt form tighten together, and described securing member for example 18 and 20 is bonded together the adjacency of adjacent paving element 12 and 14 or adjacent flange.Securing member as 36 is longitudinally separated along the paving element as 12 and 14.Fig. 3 shows the fastening devices that the adjacent ribs in order to adjacent paving element of another kind of form is fixed together.In this alternative example, fastening devices is the form of elastic clip 38, and it with the adjacent free edge part of adjacent paving element 12 and 14, is bonded together as 22 and 24 releasedly.This elastic clip 38 is used as the replacement scheme as the securing member of bolt 36.The profile of elastic clip 38 and the free edge part 22 of arranging back-to-back and 24 is similar, and constructs to such an extent that make its inside bias voltage, links together to force adjacent ribs 18 and 20.Therefore, this elastic clip 38 becomes C shape profile substantially, and its free edge part outwards opens, to be easy to clamp respectively or install the free edge part 22 and 24 of adjacent ribs 18 and 20.
The conventional metals paving element is dissymmetrical structure normally, and wherein, relative flange is by respectively inwardly and outwardly-bent.So adjacent flange forms traditional metal decking by superposeing.The conventional metals paving has the trend that lost efficacy when standing load, and wherein, the flange of adjacent stack subsides or rotates to the web of one of them paving element.The adjacent flanges that should be understood that the adjacent metal paving element of this embodiment of the present invention is difficult for losing efficacy in this manner.
Those skilled in the art should be appreciated that the present invention described herein can have various changes and modifications except the embodiment that specifies.For example, the C shape cross-sectional profiles of paving element can vertically and/or laterally be changed to the inner prebuckling of metal decking according to metal decking spare.Metal decking spare in the alternative can be buied in Australia, trade mark is the type of BONDEK, and the type has the rib of one or more upright and longitudinal extensions.Variation that all are such and modification should be considered to be in by above stated specification to be determined within the scope of the present invention of its essence.
In aforementioned summary of the present invention, except because the required literal of language performance and necessary implication, it is identical with the implication of " comprising " that word " comprises ", that is, specifically feature can be associated with the further feature among the various embodiment of the present invention.

Claims (37)

  1. One kind long and narrow, C shape cross-sectional profiles, be used in the metal decking spare in the combining structure, this metal decking spare comprises web and a pair of flange that extends from the relative longitudinal edge of web, in use, described links to each other with adjacent described, thereby described continuous part forms metal decking, wherein, the longitudinally prebuckling in metal decking spare of web quilt, thus reduce the outside skew of described metal decking spare when casting cement on described paving.
  2. 2. metal decking spare as claimed in claim 1, wherein, web and relative flange quilt longitudinally prebuckling together.
  3. 3. metal decking spare as claimed in claim 1 or 2 also comprises by cold rolling being formed on transverse wave in the web.
  4. 4. metal decking spare long and narrow, C shape cross-sectional profiles, described metal decking spare comprises web and a pair of flange that extends from the relative longitudinal edge of web, web comprises that cold rolling is formed on the transverse wave in the web, and described ripple causes pointing to the vertical prebuckling in the interior described web of described paving element.
  5. 5. metal decking spare as claimed in claim 4, wherein, web and relative flange are together by vertical prebuckling.
  6. 6. metal decking spare long and narrow, C shape cross-sectional profiles, described metal decking spare comprises web and a pair of flange that extends from the relative longitudinal edge of web, each flange comprises from upright first of web and the second portion that extends from the top edge of first, second portion extends internally from first, so that be positioned at described web top, wherein, web is by longitudinally prebuckling in metal decking spare.
  7. 7. metal decking spare as claimed in claim 6, wherein, web and relative flange are together by vertical prebuckling.
  8. 8. as claim 6 or 7 described metal decking spares, comprise that also cold rolling is formed on the transverse wave in the web.
  9. 9. according to each the described metal decking spare in the claim 6 to 8, wherein, each second portion is in substantially parallel relationship to web and extends.
  10. 10. according to each the described metal decking spare in the claim 6 to 9, wherein, the second portion of flange is located substantially in the common plane.
  11. 11. according to each the described metal decking spare in the claim 6 to 10, wherein, each second portion comprises that the lip of its far-end is curved, the curved plain bending from coupled second portion of described lip.
  12. 12. as each the described metal decking spare in the claim 3,4 or 8, wherein, transverse wave is more shallow.
  13. 13. the described metal decking spare of each in the claim as described above, wherein, vertical prebuckling of measuring as the maximum vertical misalignment on the plane of the relative substantially flat of web, the length of web reaches about 2% with the percentage statement relatively.
  14. 14. metal decking spare as claimed in claim 13, wherein, vertically prebuckling is between about 0.4% to 1%.
  15. 15. the described metal decking spare of each in the claim as described above, wherein, web in cross section by prebuckling in metal decking spare.
  16. 16. metal decking spare as claimed in claim 15, wherein, the horizontal prebuckling of measuring as the peak excursion on the plane of the relative substantially flat of web, the width of web reaches about 5% with the percentage statement relatively.
  17. 17. metal decking spare as claimed in claim 15, wherein, laterally prebuckling is between about 1% to 4%.
  18. 18. one kind long and narrow, C shape cross-sectional profiles, be used in the metal decking spare in the combining structure, this metal decking spare comprises web and a pair of flange that extends from the relative longitudinal edge of web, each flange of described is suitable for linking to each other with another flange of described, thereby described continuous part forms metal decking, wherein, web is quilt prebuckling in metal decking in lateral cross section, thereby reduces the outside skew of described metal decking when casting cement on described paving.
  19. 19. metal decking spare long and narrow, C shape cross-sectional profiles, described metal decking spare comprises web and a pair of flange that extends from the relative longitudinal edge of web, each flange comprises from upright first of web and the second portion that extends from the top edge of first, second portion extends internally from first, so that be positioned at described web top, wherein, web quilt prebuckling in metal decking in lateral cross section.
  20. 20. metal decking spare as claimed in claim 19, wherein, each second portion is basically parallel to web and extends.
  21. 21. as claim 19 or 20 described metal decking spares, wherein, the second portion of flange is located substantially in the common plane.
  22. 22. as each the described metal decking spare in the claim 19 to 21, wherein, each second portion comprises that the lip of its far-end is curved, the curved plain bending from coupled second portion of described lip.
  23. 23. as each the described metal decking spare in the claim 18 to 22, wherein, laterally prebuckling is measured as the peak excursion on the plane of the relative substantially flat of web, the width of web reaches about 5% with the percentage statement relatively.
  24. 24. as each the described metal decking spare in the claim 18 to 22, wherein, laterally prebuckling is between about 1% to 4%.
  25. 25. the described metal decking spare of each in the claim as described above, wherein, paired opposing flanges is arranged symmetrically on the both sides of the imaginary longitudinal axis of metal decking spare.
  26. 26. metal decking spare as claimed in claim 25, wherein, the C shape cross-sectional profiles of metal decking spare is symmetrical basically.
  27. 27. the described metal decking spare of each in the claim as described above, wherein, each flange comprises the rib of longitudinal extension.
  28. 28. metal decking spare as claimed in claim 27, wherein, the profile of described rib makes its complimentary to one another and aligning, and in the described rib is outwards outstanding, and another in the described rib is inwardly outstanding, and therefore, the adjacent rib of adjacent paving element connects together each other.
  29. 29. comprise the metal decking of the described metal decking spare of a plurality of each claims as described above, wherein, described links together, and side connects layout each other, thereby makes the flanges abut of adjacent paving element.
  30. 30. metal decking as claimed in claim 29, wherein, the adjacent paving element in a plurality of paving elements tightens together by fastening devices.
  31. 31. metal decking as claimed in claim 30, wherein, described fastening devices comprises the securing member that one or more adjacent ribs that are designed to adjacent paving element are bonded together.
  32. 32. metal decking as claimed in claim 30, wherein, described fastening devices comprise construct the elastic clip that can be releasedly partly engages with the free edge of the adjacent ribs of adjacent paving element.
  33. 33. a combining structure comprises cement board and each described metal decking that is coated or be bumped in the cement board in the claim 29 to 32 as described above.
  34. 34. a formation is long and narrow, C shape cross-sectional profiles and comprise web and the method for the metal decking spare of a pair of opposing flanges, described method comprises forms the located lateral ripple at least that in the part web thus, web is by longitudinally prebuckling in metal decking spare.
  35. 35. the method for formation metal decking spare as claimed in claim 34 wherein, forms described transverse wave by cold rolling in web.
  36. 36. as the method for claim 34 or 35 described formation metal decking spares, wherein, transverse wave is more shallow.
  37. 37. the method for formation metal decking spare as claimed in claim 34, wherein, metal decking spare forms by cold rolling.
CN 01818556 2000-11-08 2001-11-08 Metal decking Expired - Fee Related CN1252363C (en)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
AUPR1303 2000-11-08
AUPR1303A AUPR130300A0 (en) 2000-11-08 2000-11-08 Metal decking
AUPR2285A AUPR228500A0 (en) 2000-12-22 2000-12-22 Metal decking
AUPR2286A AUPR228600A0 (en) 2000-12-22 2000-12-22 Metal decking
AUPR2286 2000-12-22
AUPR2285 2000-12-22

Publications (2)

Publication Number Publication Date
CN1473229A CN1473229A (en) 2004-02-04
CN1252363C true CN1252363C (en) 2006-04-19

Family

ID=27158253

Family Applications (2)

Application Number Title Priority Date Filing Date
CN 01818570 Expired - Fee Related CN1227427C (en) 2000-11-08 2001-11-08 Metal decking
CN 01818556 Expired - Fee Related CN1252363C (en) 2000-11-08 2001-11-08 Metal decking

Family Applications Before (1)

Application Number Title Priority Date Filing Date
CN 01818570 Expired - Fee Related CN1227427C (en) 2000-11-08 2001-11-08 Metal decking

Country Status (7)

Country Link
EP (1) EP1337723A4 (en)
CN (2) CN1227427C (en)
AU (4) AU2002223268B2 (en)
HK (1) HK1059953A1 (en)
MY (2) MY129013A (en)
TW (2) TW531588B (en)
WO (2) WO2002038885A1 (en)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU782668B2 (en) * 2001-01-17 2005-08-18 Bluescope Steel Limited Roof panels
DE50300282D1 (en) * 2002-10-11 2005-03-03 Poly Metal Mcr Establishment V Component of a plurality of sheet cassettes
WO2004085085A1 (en) * 2003-03-27 2004-10-07 Bluescope Steel Limited Forming apparatus for precambered metal sections
WO2007056833A1 (en) * 2005-11-21 2007-05-24 Bluescope Steel Limited Cast in situ concrete slab
GB0714255D0 (en) * 2007-07-20 2007-08-29 Wernick Buildings Ltd Modulator building system
EP2225424B1 (en) * 2007-11-13 2018-01-10 Casata Technologies Inc. Metal joist for a deck assembly
ITBA20080027A1 (en) * 2008-07-29 2010-01-29 Corsaro & Lisco Ferroprofili S P A FLOOR FOR ELECTRO-HYDRAULIC PLATFORMS, CONSISTING OF A PLURALITY OF MODULAR STEEL ELEMENTS WITH HIGH RESISTANCE AND LOW THICKNESS, COLD SIZE, ASSEMBLABLE BETWEEN THEM WITHOUT THE NEED TO CARRY OUT WELDING OPERATIONS
AU2013206540B1 (en) * 2013-06-26 2014-09-11 Inhabit Studio Limited An edge-formwork element with integrated channel
CN107829529A (en) * 2017-11-10 2018-03-23 中铁第四勘察设计院集团有限公司 A kind of laterally attached roofing bottom plate and roof board system
USD949442S1 (en) * 2019-04-23 2022-04-19 Epic Metals Corporation Roofing deck

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2180317A (en) * 1939-05-27 1939-11-14 American Cyanamid & Chem Corp Metal decking
DE823500C (en) * 1945-11-14 1951-12-03 Henri Guelain Floor ceiling for buildings in metal construction
FR1311704A (en) * 1962-01-23 1962-12-07 Fond S Construction process for reinforced concrete slabs
FR90968E (en) * 1966-05-25 1968-03-22 Union De Travaux Et D Entpr S Formwork for reinforced concrete floors
US3462906A (en) * 1967-07-13 1969-08-26 Patrick L Schroyer Coupled channel panelling for ceilings,roofs,siding and the like
GB1249765A (en) * 1969-06-19 1971-10-13 Alcan Res & Dev Improvements in wall or ceiling panels
US3902288A (en) * 1972-02-14 1975-09-02 Knudson Gary Art Arched roof self-supporting building
US4424652A (en) * 1980-10-31 1984-01-10 Turner Arthur R Pre-cambered steel beam
WO1986000363A1 (en) * 1984-06-28 1986-01-16 Wade Hylton Blazley Building panel joint
US4882889A (en) * 1987-02-26 1989-11-28 Monier Limited Composite structures
FR2641812B1 (en) * 1988-12-22 1993-01-29 Profilafroid Sa PROFILE, ESPECIALLY METALLIC, FOR THE CONSTITUTION OF STRUCTURES SUCH AS SELF-SUPPORTING FLOORS AND WALLS, AND STRUCTURE OBTAINED
FI91181C (en) * 1992-07-01 1994-05-25 Rautaruukki Oy Reinforced concrete composite structure
GB9300478D0 (en) * 1993-01-07 1993-03-03 Hunter Douglas Ind Bv A panel system and a panelling member therefor
AUPN940996A0 (en) * 1996-04-22 1996-05-16 Bhp Steel (Jla) Pty Limited Cladding element
JP2000129847A (en) * 1998-10-22 2000-05-09 Sumitomo Metal Steel Products Inc Floor panel and manufacture thereof
DK199900521A (en) * 1999-04-19 2000-10-20 Dampa As ceiling Panel
JP3526423B2 (en) * 1999-11-26 2004-05-17 鈴東株式会社 Panel mounting bracket for temporary enclosure

Also Published As

Publication number Publication date
MY129013A (en) 2007-03-30
CN1473229A (en) 2004-02-04
EP1337723A1 (en) 2003-08-27
TW503295B (en) 2002-09-21
AU2326802A (en) 2002-05-21
WO2002038880A1 (en) 2002-05-16
TW531588B (en) 2003-05-11
AU2002213679B2 (en) 2006-04-13
HK1059953A1 (en) 2004-07-23
CN1473230A (en) 2004-02-04
AU2002223268B2 (en) 2007-04-05
CN1227427C (en) 2005-11-16
EP1337723A4 (en) 2006-01-25
AU1367902A (en) 2002-05-21
MY129012A (en) 2007-03-30
WO2002038885A1 (en) 2002-05-16

Similar Documents

Publication Publication Date Title
US9273458B2 (en) Wide span static structure
CN1252363C (en) Metal decking
US5687538A (en) Floor joist with built-in truss-like stiffner
US4986051A (en) Roof truss and beam therefor
TWI444525B (en) Single strip single web grid tee
US8459604B2 (en) Expansion splice plate for a cable tray run
CN1109796C (en) A structural member
US4291515A (en) Structural elements
US20070062135A1 (en) Corrugated shear panel and anchor interconnect system
AU7909191A (en) Structural beam
KR101304439B1 (en) Girder for bridge having pre-torsion and manufacturing method using this girder
CA2237525C (en) Spanning member with convoluted web and c-shaped flanges
AU2002213679A1 (en) Metal decking
US20110239567A1 (en) Corner studs and manufacturing method
US6047516A (en) Reinforcing means
KR101154121B1 (en) Steel built up beam and steel concrete composite beam using the same
KR100467848B1 (en) Steel Box girder for Bridge
US7743579B2 (en) Connection plate for use in constructing a metal building
KR20190064437A (en) Box-type girders having horizontally-bent webs
US20060150560A1 (en) Truss systems and methods
KR100805929B1 (en) Corrugated steel sheet having rational jointing part for improvement of compressive strength, flexibility and ductility
AU785340B2 (en) Improved metal section
AU2019201985B2 (en) Improved box beam and C-section structural member therefor
CN1307659A (en) Island forms
AU623596B2 (en) Roof truss and beam therefor

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
REG Reference to a national code

Ref country code: HK

Ref legal event code: DE

Ref document number: 1059953

Country of ref document: HK

C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20060419

Termination date: 20091208