WO2017015627A1 - Platelage métallique - Google Patents

Platelage métallique Download PDF

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Publication number
WO2017015627A1
WO2017015627A1 PCT/US2016/043735 US2016043735W WO2017015627A1 WO 2017015627 A1 WO2017015627 A1 WO 2017015627A1 US 2016043735 W US2016043735 W US 2016043735W WO 2017015627 A1 WO2017015627 A1 WO 2017015627A1
Authority
WO
WIPO (PCT)
Prior art keywords
metal
deck
ribs
metal deck
decking
Prior art date
Application number
PCT/US2016/043735
Other languages
English (en)
Inventor
John Louis Vanker
Michael J. Lastowski
Original Assignee
Patco, Llc
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 Patco, Llc filed Critical Patco, Llc
Publication of WO2017015627A1 publication Critical patent/WO2017015627A1/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
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of 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
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/322—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/06—Material constitution of slabs, sheets or the like of metal
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Definitions

  • Composite decking may be used as floor and/or ceiling components for single or multiple-story buildings.
  • the composite decking is used to complete the structural diaphragm of the building.
  • Composite decking includes a contiguous metal sheet having concrete formed thereon.
  • Composite decking may include a mesh structure to give the concrete rigidity.
  • a metal deck in one implementation, includes a plurality of decking components formed in a contiguous metal sheet.
  • Each of the deck components includes a plurality of folded ribs formed along the length of the metal deck.
  • Each of the plurality of folded ribs is configured such that one or more trusses of a building may fit between the plurality of folded ribs.
  • FIG. 1 illustrates a three-dimensional view of an example metal deck disclosed herein.
  • FIG. 2A illustrates a side view of an example metal deck
  • FIG. 2B illustrates a top view of an example metal deck.
  • FIG. 3 illustrates a cross-sectional view of an example metal deck.
  • FIG. 4 illustrates a three-dimensional view of an example metal deck disclosed herein on top of a truss structure.
  • FIG. 5 illustrates an alternative three-dimensional view of an example metal deck disclosed herein on top of a truss structure.
  • FIG. 6 illustrates an alternative top view of an example metal deck.
  • FIG. 7 illustrates a three-dimensional view of an example metal deck disclosed herein.
  • FIGS. 8A-8C illustrate example side views of an example metal deck disclosed herein.
  • FIG. 9 illustrates example operations for manufacturing and installing metal decking in a building.
  • FIG. 10 illustrates an example top view of the metal deck disclosed herein.
  • FIG. 11 illustrated an example top view of portions of the metal deck disclosed herein.
  • FIG. 12 discloses an alternative view of example metal deck disclosed herein.
  • FIG. 13 illustrates yet another alternative view of example metal deck disclosed herein.
  • FIG. 14 illustrates a side view of the example metal deck disclosed herein.
  • FIG. 15 illustrates another alternative side view of the metal deck disclosed herein. Detailed Descriptions
  • composite decking When building single or multiple-story buildings, composite decking may be used for floors and/or ceilings.
  • the composite decking with concrete is used to complete the structural diaphragm of the building.
  • the structural diaphragm in a building ties the vertical and horizontal structural components and makes them perform together to transfer lateral and vertical forces.
  • a contiguous ribbed sheet of metal is installed, then concrete is poured on the top surface of the metal decking to form the composite deck.
  • mesh is placed before concrete is poured to give the concrete rigidity.
  • the metal sheet of the composite decking is used as the mechanism to form the concrete thereon.
  • the process of connecting the metal sheet to structural elements e.g., I-beams
  • a metal decking is provided.
  • the metal decking described herein uses a ribbed structure that has strength qualities such that the metal decking may be utilized as a floor and/or ceiling of a building without concrete.
  • the metal decking described herein provides the strength qualities to complete the structural diaphragm of the building without the expensive and time consuming process of pouring concrete.
  • a size and shape of a panel of the metal decking may be standardized.
  • the standardization of the metal decking allows for manufacturing of the metal decking using cold roll former machines. In the implementation disclosed herein, the lengths, depth, angles, etc. are standardized. Such standardization reduces the need for repeated engineer design and analysis of metal decking. Furthermore, the standardization also reduces the costs of manufacturing the metal decking.
  • These standardized metal decks can be utilized with other standardized building components such as wall panels, trusses, etc.
  • a layer of concrete may be poured on top of the metal decking described herein for noise dampening purposes.
  • a sound mat may be placed on the metal decking before the concrete is poured.
  • FIG. 1 illustrates a three-dimensional view of an example metal deck 100 disclosed herein.
  • the metal deck 100 includes a plurality of decking components 102a, 102b, ... 102n (hereinafter referred to as decking components 102).
  • the metal deck 100 may be formed as one contiguous manufactured product having the decking components 102 joined to each other.
  • the metal deck 100 may be formed from a metal sheet using a roll-former machines.
  • roll formers may be communicatively connected to a machine that is configured to receive a macro file with instructions for cutting steel rolls at predetermined distances and predetermined angles so that it can be roll formed to generate the metal decking.
  • Such a roll former Machen is also configured to receive instructions from the macro file regarding placement, punching, etching or cutting of pilot holes for fasteners and other openings.
  • the thickness of the sheet used to form the metal deck 100 may be, for example, 12-18 gauge (between 0.050 to 0.1 1 inches) for stainless steel sheets. However, alternate thickness of the metal sheet may also be used. Similarly, alternative materials used in building construction, such as galvanized steel, aluminum, etc., may also be used.
  • Each of the decking components 102 may be configured to have ribs 104 along its length 120.
  • the ribs 104 have folded profile and the ribs face from the downward facing surface of the decking components 102. In other words, when the decking components 102 are used to form a metal deck, the folded ribs 104 face towards the ground, and a
  • substantially flat surface on the other side of the decking components opposite the ribs 104 faces away from the ground.
  • the decking components 102 are formed such that the ribs 104 include rib openings 106a, 106b, 106c etc. at predetermined intervals along the length 120.
  • Such rib openings 106 in the ribs 104 are included across the width 130 of the metal deck 100. In other words, the ribs 104 are not continuous along the entire length 120 of the decking
  • rib opening 106c is illustrated to be at one end of the decking components 102. Similar rib openings 106 may also be provided at the other end of the decking components 102.
  • the rib openings 106 are configured to receive a truss structure that supports the metal decking 100.
  • the ribs 104 between the rib openings 106 are ribbed flutes that are 21.80 inches in length. Note that in alternative implementations, other length of the ribbed flutes may be provided. In one implementation, each of the rib openings 106 between the ribbed flutes may be 2.20 inches. As a result, the distance between the beginnings of each of the rib openings 106 is 24 inches. The dimensions of the lengths of the ribbed flutes and the rib openings 106 may be selected based on the dimensions of other components of a construction system. For example, if the metal deck 100 is used with trusses that are 21.80 inches apart from each other, the ribbed flute length is selected to be 21.80 inches.
  • the rib openings are provided. This allows fitting the metal deck 100 on top of a series of trusses.
  • FIG. 2A illustrates a side view of a metal deck 200
  • FIG. 2B illustrates a top view of the metal deck 200
  • the metal deck 200 includes ribs 204 with a number of predetermined rib openings 206a to 206e.
  • Each of the rib openings 206 is configured to receive a truss that may support the metal deck 200.
  • the sides of the ribs openings 206 are at an angle such as to act as a guide to receive the trusses.
  • a sheet of the metal deck 200 may be placed on top of the trusses, with the trusses being guided to the ribs openings 206 by the slanted angle of the rib openings 206. As such, a person placing the metal deck 200 does not have to force an exact fit over the trusses.
  • the metal deck 200 includes a number of decking components 202a to 202e.
  • the decking components 202 may be formed from one contiguous piece of metal.
  • the ribs 204 extend beneath the metal deck 200 (e.g., in a z-direction), with the predetermined rib openings 206.
  • the rib openings 206 on different ribs are aligned such that a number of parallel rib openings may receive a truss.
  • the rib openings 206 along line 208 may receive a truss.
  • FIG. 3 illustrates a cross-sectional view of an example metal deck 300.
  • the metal deck 300 includes ribs 302a and 302b and top ribs 306a and 306b.
  • the rib 302a has a folded profile.
  • a height 310 of the rib 302a may be, for example, approximately 1.25 inches.
  • the sides 312 and 314 are shown be perpendicular to the surface of the metal deck 300.
  • the top end of the rib 302a may be pinched closed such that the top ends of the sides 312 and 314 are touching each other such as to give the top surface of the metal deck 300 a substantially flat surface.
  • the top ends of each of the sides 312 and 314 are curved.
  • the ribs 302 provide the deck 300 additional support and give the deck 300 a rigid structure.
  • the top ribs 306 may provide grip or traction for the metal deck 300.
  • the top of the metal deck 300 may be a working surface, the top ribs 306 may provide traction such that people may walk about the top without slipping.
  • the top ribs 306 may be arranged in different patterns.
  • FIG. 4 illustrates a three-dimensional view 400 of an example metal deck 402 disclosed herein on top of a truss structure 404. Specifically, the metal deck 402 including a plurality of ribs 410a, 410b, etc. having rib openings 408a, 408b, 406c etc.
  • the metal deck 402 is illustrated as laid on top of the truss structure 404 that includes a plurality of trusses 406a, 406b, etc.
  • the rib openings 408 are dimensioned to fit around the trusses 406 and the ribs 410 fit between the trusses 406.
  • FIG. 5 illustrates an alternative three-dimensional view 500 of an example metal deck 502 disclosed herein on top of a truss structure 504.
  • the metal deck 502 includes a plurality of deck components 506a, 506b, etc. that are laid on top of trusses 508a, 508b, etc.
  • the metal deck 502 may include a greater or fewer number of deck components 506 than illustrated.
  • the truss structure 504 may include a greater or fewer number of trusses than illustrated.
  • ribs (not shown) of the metal deck may include a number of rib openings (not shown) to match the number of trusses 508.
  • FIG. 6 illustrates an alternative top view of an example metal deck 600.
  • the metal deck 600 includes a plurality of decking components 602a, 602b, etc.
  • a top surface 604 of the metal deck 600 includes a plurality of top ribs 604a, 604b, etc. Some of the top ribs 604, such as the top rib 604e, extend along a length 610 of the metal deck 600. Other top ribs, such as top ribs 604a, 604b, 604c are positioned in a diagonal pattern. It should be understood that the top ribs 604 may be positioned in other patterns. For example, the top rib 604d may be positioned perpendicular to top rib 604e. The top ribs 604 provide traction for the top surface 606. As such the top surface 604 may be a working surface.
  • FIG. 7 illustrates a three-dimensional view of an example metal deck 700 disclosed herein.
  • the metal deck 700 includes a plurality of decking components 702a, 702b, ... 702n (hereinafter referred to as decking components 702).
  • the metal deck 700 may be formed as one contiguous manufactured product having the decking components 702 joined to each other.
  • the metal deck 700 may be formed from a metal sheet using a roll-forming machine.
  • the thickness of the sheet used to form the metal deck 700 may be, for example, 16-18 gauge (between 0.0625 to 0.0500 inches) for stainless steel sheets. However, alternate thickness of the metal sheet may also be used.
  • alternative materials used in building construction such as galvanized steel, aluminum, etc., may also be used.
  • the thickness of the deck may be for example, 16-18 gauge standard steel, which equated to thickness of .00598 to 0.0478 inches.
  • the thickness of the deck may be for example, 16-18 gauge galvanized steel, which equated to thickness of 0 0635 to 0.0516 inches.
  • Each of the decking components 702 may be configured to have ribs 704 along its length 720.
  • the ribs 704 are formed in the shape of dovetail and the ribs 704 face the downward facing surface of the decking components 702. In other words, when the decking components 702 are used to form a metal deck, the dovetailed ribs 704 face towards the ground and the flat surface on the other side of the decking components 702 opposite the ribs 704 faces away from the ground.
  • each of the decking components 702 has rib openings 706a, 706b, 706c (hereinafter referred to as rib openings 706).
  • rib openings 706 are illustrated to be at one end of the decking components 702. Similar rib opening 706 may also be provided on the other end of the decking components 702.
  • the ribs 704 are cut along its length 720 to form ribbed flutes that are 21.80 inches in length.
  • other lengths of the ribbed flutes may be provided.
  • each of the rib openings 706 between the ribbed flutes may be 2.20 inches.
  • the distance between the beginnings of each of the rib openings 706 is 24 inches.
  • the dimensions of the lengths of the ribbed flutes and the rib openings 706 may be selected based on the dimensions of other components of a construction system. For example, if the metal deck 700 is used with trusses that are 21.80 inches apart from each other, the ribbed flute length is selected to be 21.80 inches.
  • the rib openings 706 are provided. This allows fitting the metal deck 700 on top of a series of trusses.
  • FIGS. 8A-8C illustrate example side views of a partial metal decking disclosed herein.
  • FIG. 8A illustrates a side view of a metal deck 800 showing a plurality of dovetailed shaped ribs 802 that extend along the z-direction.
  • the metal deck 800 also includes top ribs 804 on its surface such that the top ribs 804 are indented upwards in a direction opposite the ribs 802.
  • the ribs 802 and the top ribs 804 provide bracing or strength to the metal decking system.
  • the top ribs 804 provide traction for the top surface of the deck. Note that if the metal deck 800 was provided to have no ribs, it may deflect under smaller loads and therefore such metal deck 800 without ribs will not provide sufficient support as a working surface.
  • FIG. 8B illustrates an expanded view of a rib 810 with the rib 810 having two sides 812 and 814 and a bottom 816.
  • the sides 812 and 814 are shown to have angles 808a and 808b with respect to the surface of the metal deck 800. Note that in this implementation, these angles 808a and 808b are approximately similar to each other, giving the rib 810 a symmetrical shape about the x-axis. However, in an alternative implementation, the angles 808a and 808b may be different from each other based on one or more load balancing requirements.
  • the top end of the rib 810 may be pinched close such that the top ends of the sides 812 and 814 are touching each other. Furthermore, in the illustrated implementation, the top ends of each of the sides 812 and 814 are curved.
  • FIG. 8C illustrates an expanded view of a top rib 820.
  • the top rib 820 may have a height of approximately 1.25 inches.
  • FIG. 9 illustrates example operations 900 for manufacturing and installing metal decking in a building.
  • An operation 902 receives a macro file at a roll former machine used to generate various components of buildings.
  • a macro file may be received from a software application that generates the macro file based on an architectural drawing.
  • steel rolls are positioned in the roll formers.
  • the roll formers interpret the instructions from the macro file to roll form the metal decking.
  • pilot holes are punched in the metal decking.
  • the metal decking is positioned on previously installed trusses. The metal decking is attached to the trusses at operation 912.
  • wall panels for the next floor of the building or installed on top of the metal decking This process may be repeated for the number of stories in the building.
  • FIG. 10 illustrates example top view 1000 of the metal deck disclosed herein.
  • the metal deck disclosed herein may include a number of ribs on the top of the deck. Specifically, these ribs may be at an angle to the length of the metal deck. In example implementations, the length of a sheet of metal deck may be between 2 feet to 20 feet. However, in alternative implementations, other lengths may be available.
  • FIG. 11 illustrated example top views 1100 of portions of the metal deck disclosed herein.
  • the top views 1100 show various example arrangement of the ribs located on top of the metal deck.
  • these ribs may be at an angler of 35 or 40 degrees to an axis along the length of the deck. Alternate arrangements may have alternate angles ranging from 20 to 60 degrees.
  • the length of the top ribs may be between 3.25 to 5.00 inches. However, other lengths may be possible.
  • FIG. 12 discloses an alternative view 1200 of example metal deck disclosed herein.
  • an edge of the folded rib may be cut at an angle of 75 degrees (1202) from the surface of the metal deck to accommodate a truss therein.
  • the folded ribs may have openings at intervals of approximately two feet.
  • the metal deck may have an open edge at each end of approximately 1.125 inches.
  • FIG. 13 illustrates yet another alternative view 1300 of example metal deck disclosed herein. Details of sections 1302 and 1304 are described in further detail below in FIGS. 14 and 15.
  • FIG. 14 illustrates a side view 1400 of the example metal deck disclosed herein. As shown herein, the side view 1400 illustrates the length of the folded rib 1402 being approximately 1.25 inches. The thickness of the folded rib 1402 may be approximately 0.13 inches.
  • FIG. 15 illustrates another alternative side view 1500 of the metal deck disclosed herein.
  • the metal deck may bend at the edge to approximately 88 degrees (from 90 degrees) when loaded, thus giving flexibility to the edge of the metal deck.
  • the top ribs may be placed approximately 0.57 inches away from the folded rib.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Floor Finish (AREA)

Abstract

L'invention concerne, dans un mode de réalisation, un platelage métallique, comprenant une pluralité de composants de platelage formés dans une feuille métallique contiguë. Chacun des composants de platelage comprend une pluralité de nervures repliées formées le long de la longueur du platelage métallique. Chaque nervure parmi la pluralité de nervures repliées est conçue de sorte qu'une ou plusieurs fermes d'un bâtiment puissent s'ajuster entre la pluralité de nervures repliées. Le platelage métallique peut être utilisé pour achever le diaphragme structural sans utiliser de béton.
PCT/US2016/043735 2015-07-22 2016-07-22 Platelage métallique WO2017015627A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US201562195677P 2015-07-22 2015-07-22
US62/195,677 2015-07-22

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WO2017015627A1 true WO2017015627A1 (fr) 2017-01-26

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Cited By (1)

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Publication number Priority date Publication date Assignee Title
EP3735500A4 (fr) * 2018-01-02 2021-09-15 Patco LLC Platelage métallique

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US20040231276A1 (en) * 2001-06-12 2004-11-25 Mark Patrick Structural formwork member
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JPH07317220A (ja) * 1994-05-28 1995-12-05 Nippon Steel Metal Prod Co Ltd フラットデッキプレートのアンカー兼鉄筋サポート 構造
JPH09165863A (ja) * 1995-12-15 1997-06-24 Nippon Steel Metal Prod Co Ltd 長さを調整自在なフラットデッキプレート
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JPH0734115U (ja) * 1993-12-08 1995-06-23 日鐵建材工業株式会社 フラットデッキ
US20040231276A1 (en) * 2001-06-12 2004-11-25 Mark Patrick Structural formwork member
KR200343678Y1 (ko) * 2003-11-28 2004-03-04 인덱스엔지니어링 주식회사 조립식 데크패널의 조립구조
WO2007085076A1 (fr) * 2006-01-24 2007-08-02 Greiner Waldemar H Appareil composite pour plancher et procede de fabrication et d'utilisation associe comprenant l'utilisation de supports de construction
JP2012140750A (ja) * 2010-12-28 2012-07-26 Toyo Kohan Co Ltd デッキプレート

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3735500A4 (fr) * 2018-01-02 2021-09-15 Patco LLC Platelage métallique

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