WO2018093330A1 - Tablier en acier galvanisé et son système - Google Patents

Tablier en acier galvanisé et son système Download PDF

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Publication number
WO2018093330A1
WO2018093330A1 PCT/SG2017/050569 SG2017050569W WO2018093330A1 WO 2018093330 A1 WO2018093330 A1 WO 2018093330A1 SG 2017050569 W SG2017050569 W SG 2017050569W WO 2018093330 A1 WO2018093330 A1 WO 2018093330A1
Authority
WO
WIPO (PCT)
Prior art keywords
metal deck
metal
deck according
galvanized steel
male
Prior art date
Application number
PCT/SG2017/050569
Other languages
English (en)
Inventor
John Wai Meng KONG
Original Assignee
M Metal Pte. 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
Application filed by M Metal Pte. Ltd. filed Critical M Metal Pte. Ltd.
Priority to MYPI2019002762A priority Critical patent/MY201400A/en
Priority to AU2017360142A priority patent/AU2017360142A1/en
Priority to EP17871715.3A priority patent/EP3542008A4/fr
Publication of WO2018093330A1 publication Critical patent/WO2018093330A1/fr

Links

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
    • 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
    • E04C2002/001—Mechanical features of panels
    • E04C2002/004—Panels with profiled edges, e.g. stepped, serrated

Definitions

  • the present invention relates to galvanized steel deck and a system thereof for use in the construction industry, and in particular but not exclusively, for use in the construction of buildings such as steel frame buildings, concrete frame building and similar building types.
  • Composite construction is widely used in the construction industry due to the benefits it brings.
  • the benefits include structural stability, an increased speed of construction, and savings in weight and size of the primary structure of a building.
  • the combination of concrete and steel when joined together structurally, due to its strength and stiffness, can give rise to an efficient and lightweight design and material.
  • Composite slabs comprise reinforced concrete cast on top of profiled steel decking, in which the decking typically acts as formwork during construction and as external reinforcement at the composite stage. Hence, it is essential that such steel decking is carefully designed and constructed. However, during the construction stage in which wet concrete is poured over conventional galvanized steel decking, the steal decks of the decking can easily move apart. Furthermore, temporary propping may also be required during the construction stage.
  • the present invention seeks to provide a galvanised steel deck and a system thereof to overcome at least in part some of the aforementioned disadvantages.
  • a metal deck comprising an elongate member having a first portion shaped for receiving a female connector and a second portion shaped for receiving a male connector.
  • the first portion comprises a male connector and the second portion comprises a female connector.
  • the height of the first and second portions lies between approximately 60 mm and 120 mm.
  • the male connector comprises a projection extending outwardly, with a first concave portion connected to a first convex portion and further extends upwardly into a first flange and a second concave portion connected to the base via a second convex portion.
  • the female connector comprises a corresponding indentation in relation to the male connector and adapted to receive the male connector, with a first concave portion connected to a first convex portion and further extends upwardly into a second flange and a second concave portion connected to the base via a second convex portion.
  • the male and female connectors are releasably connectable to corresponding connectors on an adjacent metal deck, thereby enabling a plurality of metal decks to be connected to one another, by engaging the first and second concave portions of the male connector and the female connector bearing the corresponding indentation to form positively interlocking metal decking, thereby enabling constant engagement of the male and female connectors and retention of said engagement.
  • the male connector can take a form of a truncated rectangle with rounded edges and the female connector comprises an indentation that can take the form of a rectangle with rounded edges.
  • the male connector length is shorter than the female connector length.
  • the male connector length lies between approximately 19 mm and 70 mm.
  • the female connector length lies between approximately 20 mm and 72 mm.
  • the first and second concave parts, adjoining the connectors and the first and second flanges, comprise curved radius of approximately 2.5 mm.
  • the margin error for the measurement is approximately + 0.2 mm.
  • the base of the metal deck comprises at least one trough-shaped portion that extends longitudinally, to prevent oil canning.
  • the length of the trough- shaped portion is approximately 38 mm.
  • the first and second flanges extend generally perpendicular from the base.
  • Each of the first and second flanges that extend upwardly from the connectors comprises a first portion and a second portion.
  • the first portion extends inwardly.
  • the second portion comprises a bent edge that points towards the base of the elongate member.
  • the length of the second portion lies between approximately 8 to 9 mm.
  • the lengths of the first and second flanges lie between approximately 43 mm and 54 mm.
  • the margin of error for the measurements is approximately + 5mm. More preferably, the margin of error for the measurements is approximately + 1 to 2 mm.
  • the metal deck comprises a galvanized coating of Zinc.
  • the combination of the metal deck with concrete provides fire resistance properties.
  • a metal decking system comprising a plurality of metal decks arranged alongside each other, in which each metal deck comprises an elongate member having a first portion shaped for receiving a female connector and a second portion shaped for receiving a male connector.
  • the first portion comprises a male connector and the second portion comprises a female connector, in which the male and female connectors are releasably connectable to corresponding connectors on an adjacent metal deck thereby enabling a plurality of metal decks to be connected to one another to form a metal decking system.
  • the male connector releasably connects to a female connector bearing a corresponding indentation in relation to the male connector.
  • the male and female connectors are positively interlocked, thereby enabling constant engagement of the connectors and retention of the engagement.
  • a composite structure comprising a concrete slab and a metal decking, in which the composite structure is clad or embedded in the concrete slab.
  • the present invention has at least the following advantages: 1.
  • the present invention prevents the metal decks from moving during the construction stage where wet concrete is poured over the decks.
  • the present invention provides improved mechanical bonding between the metal decks and concrete which results in improved composite performance.
  • Metal decks of the present invention have large spanning ability (span longer distance with a lighter steel weight) as compared to conventional metal decks.
  • Metal decks of the present invention have improved fire resistance properties as compared to conventional metal decks, and meet the requirements of both local and International Fire Codes.
  • Figure 1 shows a profile of a galvanized steel deck in accordance with an embodiment of the present invention
  • Figure 2 shows a sectional profile of galvanized steel decks in accordance with an embodiment of the present invention
  • Figure 3 shows a profile of a galvanized steel deck in accordance with an embodiment of the present invention and its corresponding preliminary load/span results when a theoretical load is applied to the galvanized steel deck;
  • Figure 4 shows (A) the profile of the galvanized steel deck of Figure 3; and (B) a profile of a plurality of the galvanized steel decks when connected to one another;
  • Figure 5 shows a profile of a galvanized steel deck in accordance with another embodiment of the present invention and its corresponding preliminary load/span results when a theoretical load is applied to the galvanized steel deck;
  • Figure 6 shows (A) the profile of the galvanized steel deck of Figure 5; and (B) a profile of a plurality of the galvanized steel decks when connected to one another;
  • Figure 7 shows a profile of a galvanized steel deck in accordance with yet another embodiment of the present invention and its corresponding preliminary load/span results when a theoretical load is applied to the galvanized steel deck;
  • Figure 8 shows (A) the profile of the galvanized steel deck of Figure 7; and (B) a profile of a plurality of the galvanized steel decks when connected to one another;
  • Figure 9 shows a profile of a galvanized steel deck in accordance with yet another embodiment of the present invention and its corresponding preliminary load/span results when a theoretical load is applied to the galvanized steel deck;
  • Figure 10 shows (A) the profile of the galvanized steel deck of Figure 9; and (B) a profile of a plurality of the galvanized steel decks when connected to one another.
  • metal decking refers to steel decking, galvanized steel decks or any permanent formwork to concrete for providing structural stability.
  • galvanized steel deck 10 in accordance with an embodiment of the present invention.
  • the galvanized steel deck 10 is described hereinafter.
  • 10 is for use in the construction of buildings such as steel frame buildings, concrete frame building and the like.
  • the galvanized steel deck or metal deck 10 comprises an elongate member having a base
  • the galvanized steel deck 10 is one of a plurality of steel decks arranged alongside one another to form steel decking 30.
  • the steel decking 30 is designed for use with concrete topping and to be embedded herein.
  • the male connector 12 of the galvanized steel deck 10 and the female connector 13 are positively interlocked, enabling constant engagement of the male 12 and female connectors 13 and retention of said engagement.
  • the connectors are releasably connectable to adjacent galvanized steel deck 10.
  • this eliminates the use of securing means to secure the adjacent steel deck 10 together.
  • the male connector 12 comprises a projection extending outwardly, with a first concave portion 14 connected to a first convex portion 15 and further extends upwardly into a first flange 16 and a second concave portion 17 connected to the base 11 via a second convex portion 18.
  • the female connector 13 comprises a corresponding indentation in relation to the male connector 12, wherein this inwardly directed portion receives the male connector 12, with a first concave portion 14 connected to a first convex portion 15 and further extends upwardly into a second flange 16 and a second concave portion 17 connected to the base 11 via a second convex portion 18.
  • the first and second flanges 16 extend generally perpendicular from the base 11.
  • Each of the first and second flanges 16 that extend upwardly from the connectors comprises a first portion 19 and a second portion 20.
  • the first portion 19 extends inwardly.
  • the second portion 20 comprises a bent edge 19 that points towards the base 11 of the elongate member.
  • the galvanized steel deck 10 comprises an elongate member having a first portion shaped for receiving a female connector 13 and a second portion shaped for receiving a male connector 12.
  • the first portion comprises a male connector 12 and the second portion comprises a female connector 13, in which the male and female connectors are releasably connectable to corresponding connectors on an adjacent steel deck thereby enabling a plurality of steel decks 10 to be connected to one another to form a galvanized steel decking system 30 (see Figure 4).
  • the dimensions of the galvanized steel deck 10 are collectively chosen to take into account the load to be carried by the steel deck 10.
  • the height of the galvanized steel deck 10 is about 60 mm and the width of the galvanized steel deck 10 is about 300 mm. In other embodiments of the present invention, the height of the galvanized steel deck 10 ranges from about 60 mm to about 120 mm. It would be appreciated that the height and the width of the galvanized steel deck 10 can be lesser than or greater than the measurements or range of measurements mentioned above to suit the needs of the desired composite.
  • the margin of error for the measurements is approximately + 5 mm. More preferably, the margin of error for the measurements is approximately + 1 to 2 mm.
  • the preferred properties of the galvanized steel deck 10 comprise the following:
  • Grade of steel used for the galvanized steel deck 10 has high tensile strength that ranges from about 450 to about 550 MPa yield strength.
  • the galvanized steel deck 10 has a base metal thickness that ranges from about 0.75 mm base metal thickness to about 1.50 mm.
  • the base metal thickness is about 0.75 mm, about 0.90 mm, about 1.00 mm, about 1.20 mm or about 1.50 mm.
  • the galvanized coating of the steel deck 10 is Z275 min. (275 g/m ) in accordance with AS 1397:2011 Australian Standard.
  • the galvanized steel deck 10 meets the requirements of both local, the Singapore Fire Code and International Fire Codes, which includes the European Fire Code.
  • the galvanized steel deck 10 is embossed on the rib and at the bottom side of the deck for improved diaphragm action.
  • the galvanized steel deck 10 is subjected to a preliminary load/span testing, which shows the performance of the deck. During the testing, a theoretical load is applied to a galvanized steel deck 10 of a pre-determined steel thickness and a pre-determined slab thickness, and the corresponding span (in mm) is measured (see results table of Figure 3).
  • a galvanized steel deck 10 in accordance with another embodiment of the present invention.
  • the structure and design of the galvanized steel deck 10 in this embodiment is similar to the galvanized steel deck 10 described in Example 1 and similarly comprises the preferred properties mentioned above (see Figure 6).
  • the height of the galvanized steel deck 10 is about 80 mm.
  • the galvanized steel deck 10 is similarly subjected to a preliminary load/span testing. During the testing, a theoretical load is applied to a galvanized steel deck 10 of a predetermined steel thickness and a pre-determined slab thickness, and the corresponding span (in mm) is measured (see results table of Figure 5).
  • a galvanized steel deck 10 in accordance with yet another embodiment of the present invention.
  • the structure and design of the galvanized steel deck 10 in this embodiment is similar to the galvanized steel deck 10 described in Example 1 and similarly comprises the preferred properties mentioned above (see Figure 8).
  • the height of the galvanized steel deck 10 is about 100 mm.
  • the galvanized steel deck 10 is similarly subjected to a preliminary load/span testing. During the testing, a theoretical load is applied to a galvanized steel deck 10 of a predetermined steel thickness and a pre-determined slab thickness, and the corresponding span (in mm) is measured (see results table of Figure 7).
  • Example 4 With reference to Figures 9 and 10, there is described hereinafter a galvanized steel deck 10 in accordance with yet another embodiment of the present invention.
  • the structure and design of the galvanized steel deck 10 in this embodiment is similar to the galvanized steel deck 10 described in Example 1 and similarly comprises the preferred properties mentioned above (see Figure 10).
  • the height of the galvanized steel deck 10 is about 120 mm.
  • the galvanized steel deck 10 is similarly subjected to a preliminary load/span testing. During the testing, a theoretical load is applied to a galvanized steel deck 10 of a predetermined steel thickness and a pre-determined slab thickness, and the corresponding span (in mm) is measured (see results table of Figure 9). In each of Examples 1 to 4 described above, the load/span testing and results table are based on the following assumptions:
  • the concrete density being about 2400 kg/m .
  • the panel comprises the total number of galvanized steel decks 10 that is required to cover a desired open space.
  • the bearing area to be about 70 mm.
  • the bearing or "end bearing” is the end support that sits in the steel beam at both ends of a steel sheet.
  • the construction loads being: a. Point load to be about 100 kg/m . b. Imposed construction load to be about 1.5 KPa (or 4.5/Load for Length>3m).
  • the spans are based on maximum allowable deflection of about Load/250.
  • a galvanized steel decking system 30 for use in the construction of buildings such as steel frame buildings, concrete frame building and similar building types.
  • the system comprises a plurality of galvanized steel decks 10 connected to one another.
  • Each of the galvanized steel deck 10 comprises an elongate member having a first portion shaped for receiving a female connector 13 and a second portion shaped for receiving a male connector 12.
  • the first portion comprises a male connector 12
  • the second portion comprises a female connector 13, in which the male and female connectors are releasably connectable to corresponding connectors on an adjacent steel deck 10 thereby enabling a plurality of steel decks to be connected to one another to form a galvanized steel decking system 30.
  • FIG. 4B, 6B, 8B and 10B shows a galvanized steel decking system 30 in accordance with an embodiment of the present invention.
  • the present invention possesses a positive interlocking system which advantageously prevents galvanized steel decks 10 from moving apart during the construction stage where wet concrete is poured over the galvanized steel decks 10.
  • the present invention also provides an improved bonding between a galvanized steel deck 10 and concrete which results in improved compose performance, improved spanning ability and improved fire resistance properties.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

La présente invention concerne un tablier en acier galvanisé et un système associé destiné à être utilisé dans l'industrie de la construction de bâtiments tels que des bâtiments à charpente d'acier, des bâtiments à charpente en béton et des types de construction similaires. Le tablier en acier galvanisé comprend un élément allongé ayant une première partie formée pour recevoir un raccord femelle et une seconde partie formée pour recevoir un raccord mâle. La première partie comprend un raccord mâle et la seconde partie comprend un raccord femelle, les raccords mâle et femelle pouvant être raccordés de manière amovible à des raccords correspondants sur un tablier en acier adjacent, ce qui permet de relier les uns aux autres une pluralité de tabliers en acier.
PCT/SG2017/050569 2016-11-15 2017-11-15 Tablier en acier galvanisé et son système WO2018093330A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
MYPI2019002762A MY201400A (en) 2016-11-15 2017-11-15 Galvanized steel deck and system thereof
AU2017360142A AU2017360142A1 (en) 2016-11-15 2017-11-15 Galvanized steel deck and system thereof
EP17871715.3A EP3542008A4 (fr) 2016-11-15 2017-11-15 Tablier en acier galvanisé et son système

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SG10201609594Q 2016-11-15
SG10201609594Q 2016-11-15

Publications (1)

Publication Number Publication Date
WO2018093330A1 true WO2018093330A1 (fr) 2018-05-24

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PCT/SG2017/050569 WO2018093330A1 (fr) 2016-11-15 2017-11-15 Tablier en acier galvanisé et son système

Country Status (4)

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EP (1) EP3542008A4 (fr)
AU (1) AU2017360142A1 (fr)
MY (1) MY201400A (fr)
WO (1) WO2018093330A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4148199A1 (fr) * 2021-09-14 2023-03-15 Hörmann KG Steinhagen Element de paroi en tole metallique a bord deforme de bord deforme pour etre raccorde a un autre element de paroi en tole, et ses utilisations

Citations (4)

* 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
WO2007056833A1 (fr) 2005-11-21 2007-05-24 Bluescope Steel Limited Dalle de beton coulee sur place
WO2011137478A1 (fr) * 2010-05-05 2011-11-10 George Milatos Amélioration d'un panneau allongé pour bâtiment
CN203308051U (zh) * 2013-05-08 2013-11-27 南京音飞储存设备股份有限公司 一种新型楼面板

Patent Citations (4)

* 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
WO2007056833A1 (fr) 2005-11-21 2007-05-24 Bluescope Steel Limited Dalle de beton coulee sur place
WO2011137478A1 (fr) * 2010-05-05 2011-11-10 George Milatos Amélioration d'un panneau allongé pour bâtiment
CN203308051U (zh) * 2013-05-08 2013-11-27 南京音飞储存设备股份有限公司 一种新型楼面板

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP3542008A4

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4148199A1 (fr) * 2021-09-14 2023-03-15 Hörmann KG Steinhagen Element de paroi en tole metallique a bord deforme de bord deforme pour etre raccorde a un autre element de paroi en tole, et ses utilisations
DE102021123792A1 (de) 2021-09-14 2023-03-16 Hörmann KG Steinhagen Metallblech-Wandelement mit abgekanteter Kantenausbildung zur Verbindung mit weiterem Metallblech-Wandelement sowie Verwendungen desselben

Also Published As

Publication number Publication date
EP3542008A1 (fr) 2019-09-25
MY201400A (en) 2024-02-21
AU2017360142A1 (en) 2019-06-20
EP3542008A4 (fr) 2020-07-08

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