WO2023021238A1 - Poutre d'acier et procédé de fabrication d'une poutre composite acier-béton - Google Patents

Poutre d'acier et procédé de fabrication d'une poutre composite acier-béton Download PDF

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Publication number
WO2023021238A1
WO2023021238A1 PCT/FI2022/050529 FI2022050529W WO2023021238A1 WO 2023021238 A1 WO2023021238 A1 WO 2023021238A1 FI 2022050529 W FI2022050529 W FI 2022050529W WO 2023021238 A1 WO2023021238 A1 WO 2023021238A1
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WO
WIPO (PCT)
Prior art keywords
steel beam
apertures
base plate
space
aperture
Prior art date
Application number
PCT/FI2022/050529
Other languages
English (en)
Inventor
Juuso Salonen
Esa RUSILA
Heikki JÄÄMAA
Taru Leinonen
Original Assignee
Peikko Group Oy
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 Peikko Group Oy filed Critical Peikko Group Oy
Priority to FI20245215A priority Critical patent/FI20245215A1/fi
Publication of WO2023021238A1 publication Critical patent/WO2023021238A1/fr

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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
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/291—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • 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
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2478—Profile filled with concrete

Definitions

  • the invention relates to a steel beam as defined in the preamble of independent claim 1.
  • the invention also relates to a method for producing a steel-concrete composite beam as defined in claim 36.
  • Publication WO 03/100186 presents a steel beam according to the preamble of independent claim 1.
  • Publication EP 3 332 932 presents a beam, which comprises a bottom plate, two web plates and a top plate, which define a space, which can be filled with concrete.
  • a pipe is arranged in the space, through which pipe's wall moisture is arranged to transfer from the outside of the pipe to the inside of the pipe, and which pipe is arranged to be in the flow contact with the outside of the space for transferring moisture along the pipe to the outside of the space.
  • Publication GB 2 017 725 presents a system of construction thin shutters with mechanical in addition to frictional, bonding formations are provided for keying to infilling materials ranging from suitably hardening soils, with or without fibrous content, insulating materials, mortars, to additionally reinforced concretes for structural members.
  • the densely distributed bonding formations consist of perforations and associated projections with enlarged ends formed by punching or otherwise to form mainly mechanical anchorage in the infilling material and automatic cover to any additional reinforcement.
  • These shutters may be used for the construction of walls, lintels, beams, columns and floors.
  • the beam in which a concrete filling hole in the shape of an inverted triangle at a central part is provided, is composed of: an upper plate having a certain width in the longitudinal direction; left and right tilted webs extended by being downwardly bent with the same or different acute angles at both ends of the upper plate; and a left and a right planar slab supporter horizontally extended by being bent to a side at the bottom of the left and the right tilted web.
  • the object is to provide a steel beam having an improved ability to remove moisture from concrete that is cast into a space of the steel beam and correspondingly to provide a method for producing a steel-concrete composite beam having an improved ability to remove moisture from concrete of the steel-concrete composite beam.
  • the steel beam of the invention is characterized by the definitions of independent claim 1.
  • the method for producing a steel-concrete composite beam of the invention is correspondingly characterized by the definitions of claim 36.
  • Figure 1 shows in partly transparent view a first embodiment of the steel beam
  • FIG. 1 shows the steel beam shown in figure 1 as seen from below
  • Figure 3 shows the steel beam shown in figure 1 in cross-section
  • Figure 4 shows in partly transparent view a second embodiment of the steel beam
  • FIG. 5 shows the steel beam shown in figure 4 as seen from below
  • Figure 6 shows the steel beam shown in figure 4 in cross-section
  • Figure 7 shows in partly transparent view a third embodiment of the steel beam
  • Figure 8 shows the steel beam shown in figure 7 as seen from below
  • Figure 9 shows the steel beam shown in figure 7 in cross-section
  • Figure 10 shows in partly transparent view a fourth embodiment of the steel beam
  • Figure 11 shows the steel beam shown in figure 10 as seen from below
  • Figure 12 shows the steel beam shown in figure 10 in cross-section
  • Figure 13 shows in partly transparent view a fifth embodiment of the steel beam
  • Figure 14 shows the steel beam shown in figure 13 as seen from below
  • Figure 15 shows the steel beam shown in figure 13 in cross-section
  • Figure 16 shows in partly transparent view a sixth embodiment of the steel beam
  • Figure 17 shows the steel beam shown in figure 16 as seen from below
  • Figure 18 shows the steel beam shown in figure 16 in cross-section
  • Figure 19 shows in partly transparent view a seventh embodiment of the steel beam
  • Figure 20 shows the steel beam shown in figure 19 as seen from below
  • Figure 21 shows the steel beam shown in figure 19 in cross-section
  • Figure 22 shows in partly transparent view an eight embodiment of the steel beam
  • Figure 23 shows the steel beam shown in figure 22 as seen from below
  • Figure 24 shows the steel beam shown in figure 22 in cross-section
  • Figure 25 shows in partly transparent view a ninth embodiment of the steel beam
  • Figure 26 shows the steel beam shown in figure 25 as seen from one side
  • Figure 27 shows the steel beam shown in figure 25 as seen from below
  • Figure 28 shows the steel beam shown in figure 25 as seen from above
  • Figure 29 shows the steel beam shown in figure 25 in cross-section
  • Figure 30 is a detail cross-section view of an aperture in the base plate of a steel beam
  • Figure 31 shows in partly transparent view a tenth embodiment of the steel beam
  • Figure 32 shows the steel beam shown in figure 31 in cross-section.
  • steel beam 1 arranged to serve together with concrete as a bearing composite structure for various slab systems and some embodiments and variants of the steel beam 1 will be presented in greater detail.
  • the steel beam 1 comprises a base plate 2 and a beam part 3.
  • the base plate 2 and the beam part 3 are made of steel.
  • the base plate 2 and the beam part 3 are connected together, preferably welded together, so that a space 4 for concrete (not illustrated) is formed between the base plate 2 and the beam part 3.
  • the base plate 2 is provided with a plurality of apertures 5 for forming passages from said space 4 through the base plate 2 to the outside of the steel beam 1 so that said space 4 is in fluid connection with an exterior of the steel beam 1 i.e. with the outside of the steel beam 1 via said plurality of apertures 5 in the base plate 2.
  • said plurality of apertures 5 in the base plate 2 is to serve as passages for moisture such as for vapor and/or for liquid and so to allow vapor and/or liquid from concrete that is cast into the space 4 of the steel beam 1 to move from the space 4 of the steel beam 1 to the outside of the steel beam 1 so as to promote drying of concrete that is cast into the space 4 of the steel beam 1.
  • the base plate 2 has preferably, but not necessarily, as in the embodiments of the steel beam 1 shown in the figures and in detail in figure 30, a first surface 7 and a second surface 8 that is parallel with the first surface 7.
  • the first surface 7 of the base plate 2 is preferably, but not necessarily, essentially flat, as in the embodiments of the steel beam 1 shown in the figures.
  • An advantage of having a base plate 2 with an essentially flat first surface 7 is that it allows concrete to flow more freely in the space of the steel beam 1 and so to allow better filling of the space 4 with concrete.
  • An advantage of having a base plate 2 with an essentially flat first surface 7 is that it provides for free i.e. unhindered flow of moisture from the concrete in the space 4 towards the plurality of apertures 5 in the base plate 2 of the steel beam 1.
  • Supports (not illustrated) for reinforcing rebars (not illustrated) to be arranged in the space 4 of the steel beam 1 and/or for positioning of the beam part 3 with respect to the base plate 2 can however be provided in the space 4 at the essentially flat first surface 7 of the base plate 2.
  • the first surface 7 of the base plate 2 is preferably, but not necessarily, free of projections extending from the first surface 7 of the base plate 2 into said space 4 at said plurality of apertures 5.
  • An advantage of having a base plate 2 with a first surface 7 is that free of projections extending from the first surface 7 of the base plate 2 into said space 4 at said plurality of apertures 5 is that it allows concrete to flow more freely in the space of the steel beam 1 and so to allow better filling of the space 4 with concrete.
  • An advantage of having a base plate 2 is that free of projections extending from the first surface 7 of the base plate 2 into said space 4 at said plurality of apertures 5 is that it provides for free i.e. unhindered flow of moisture from the concrete in the space 4 towards the plurality of apertures 5 in the base plate 2 of the steel beam 1. .
  • Supports for rebars to be arranged in the space 4 of the steel beam 1 and/or for positioning of the beam part 3 with respect to the base plate 2 can however be provided in the space 4 at the first surface 7 of the base plate 2.
  • the perimeter of at least 50 %, preferably at least 75 %, more preferably 100 % of said plurality of apertures 5 is preferably, but not necessarily, free of projections extending from said perimeter into said space 4.
  • An advantage of having the perimeter at least 50 %, preferably at least 75 %, more preferably 100 % of said plurality of apertures 5 free of projections extending from said perimeter into said space 4 is that it provides for free i.e. unhindered flow of moisture from the concrete in the space 4 towards the plurality of apertures 5 in the base plate 2 of the steel beam 1.
  • said plurality of apertures 5 extend, as illustrated in detail in figure 30, between the first surface 7 and the second surface 8 of the base plate 2 so that at least one aperture 5 of said plurality of apertures 5, more preferably each of said plurality of the apertures 5, have an inlet 9 at the first surface 7 of the base plate 2 i.e. at the space 4 of the steel beam 1 and an outlet 10 at the second surface 8 of the base plate 2 i.e.
  • the inlet 9 and the outlet 10 of said at least one aperture 5 of said plurality of apertures 5 is formed of material of the base plate 2, and so that the first surface 7 of the base plate 2 partly limiting the space 4 for concrete and so that the second surface 8 forming a part of an outer surface (not marked with a reference numeral) of the steel beam 1.
  • moisture is preferably, but not necessarily, arranged to transfer from said space 4 to the exterior of the steel beam 1 through said plurality of apertures 5 in the base plate 2.
  • said plurality of apertures 5 in the base plate 2 are preferably, but not necessarily, free of tubes or the like arranged at least partly or partly in said plurality of apertures 5 in the base plate 2.
  • said the space 4 is preferably, but not necessarily, in direct fluid communication with the exterior of the steel beam 1 via said plurality of apertures 5 in the base plate 2.
  • the beam part 3 of the steel beam 1 comprises preferably, but not necessarily, as illustrated in the figures, two web plates 11 and a top plate 12.
  • the two web plates 11 and the top plate 12 can be welded together to form the beam part 3.
  • the two web plates 11 and the top plate 12 be formed of a single steel sheet that is bent so that a beam part 3 having two web plates 11 and a top plate 12 is formed.
  • the beam part 3 of the steel beam 1 comprises two web plates 11 and a top plate 12
  • at least one of the two web plates 11 is preferably, but not necessarily, provided with openings 16 configured to allow concrete in fluid form to flow through the apertures 5 into the space 4 of the steel beam 1 from the outside of the space 4 of the steel beam 1.
  • the web plates 11 and/or the top plate 12 can additionally be provided with air openings 18 dimensioned to allow air to escape from the space 4 of the steel beam 1 in connection with the filling of the space 4 of the steel beam 1 with concrete.
  • the beam part 3 of the steel beam 1 comprises two web plates 11 and a top plate 12, at least one of the two web plates 11 is preferably, but not necessarily, inclined with respect to the base plate 2.
  • One of the two web plates 11 can, as illustrated in the tenth embodiment of the steel beam 1 illustrated in figures 31 and 32, extend perpendicularly from the base plate 2 and be unprovided with openings 16 configured to allow concrete in fluid form to flow through the apertures 5 into the space 4 of the steel beam 1 from the outside of the space 4 of the steel beam 1.
  • Said one of the two web plates 11 that is unprovided with openings 16 configured to allow concrete in fluid form to flow through the apertures 5 into the space 4 of the steel beam 1 from the outside of the space 4 of the steel beam 1 can however be provided with air openings 18 dimensioned to allow air to escape from the space 4 of the steel beam 1 in connection with the filling of the space 4 of the steel beam 1 with concrete.
  • the beam part 3 of the steel beam 1 comprises two web plates 11 and a top plate 12
  • the two web plates 11 are preferably, but not necessarily, attached to the base plate 2 so that the base plate 2 having between the web plates 11 areas (not marked with a reference numeral) free of said plurality of apertures 5, and so that by said areas free of said plurality of apertures 5 being at the web plates 11 so that said plurality of apertures 5 are provided between said areas free of said plurality of apertures 5.
  • the beam part 3 of the steel beam 1 comprises two web plates 11 and a top plate 12
  • the two web plates 11 are preferably, but not necessarily, attached to the base plate 2 so that at least one flange 6 for supporting an end of at least one hollow-core slab (not illustrated) is formed at the base plate 2 outside the space 4.
  • the embodiments of the steel beam 1 illustrated in figures 1 to 28 have two flanges 6 and the embodiment of the steel beam 1 illustrated in figures 31 and 32 has one flange 6.
  • the beam part 3 of the steel beam 1 comprises two web plates 11 and a top plate 12, the beam part 3 comprises preferably, but not necessarily, an end plate 17 at each opposite end of the steel beam 1.
  • the number of apertures 5 in said plurality of apertures 5 through the base plate 2 is preferably, but not necessarily, at least 3, more preferably at least 10.
  • Said plurality of apertures 5 through the base plate 2 are preferably, but not necessarily, arranged in a pattern that comprises at least one row of apertures 5, which said at least one row of apertures extend in a longitudinal direction of the steel beam 1.
  • the apertures are preferably, but not necessarily, distributed essentially evenly in each row of apertures 5 so as to allow moisture effectively to escape from concrete in the space 4 of the steel beam 1 over the whole length of the steel beam 1.
  • the number of apertures 5 in each row of apertures 5 is preferably, but not necessarily, at least 3, more preferably at least 10.
  • the number of rows can for example be 2 to 10, such as 3 to 9 or 4 to 8 or 5 to 7 or 5 to 6.
  • the number of apertures 5 is preferably, but not necessarily, between 5 and 25 per square meter, such as between 10 and 20 per square meter, for example about 15 per square meter.
  • the selected number of apertures per square meter can depend on the size of the apertures 5.
  • Said plurality of apertures 5 through the base plate 2 are preferably, but not necessarily, arranged in a pattern that comprises several rows of apertures 5 so that the rows of apertures 5 extend in parallel.
  • the apertures are preferably, but not necessarily, distributed essentially evenly in each row of apertures 5.
  • the number of apertures 5 in each row of apertures 5 is preferably, but not necessarily, at least 3, more preferably at least 10.
  • the number of rows can for example be 2 to 10, such as 3 to 9 or 4 to 8 or 5 to 7 or 5 to 6.
  • the individual apertures 5 in adjacent rows of apertures 5 are preferably, but not necessarily, in the longitudinal direction of the steel beam 1 arranged at least partly transversally offset from one row of apertures 5 to the adjacent row of apertures 5 in the transversal direction of the steel beam 1 as in the embodiments illustrated in figures 1 to 12 and 19 to 24 and 30 to 32 so as to make the base plate 2 stronger and to avoid unnecessary weakening of the base plate 5 by providing apertures 5 through the base plate 2.
  • An aperture 5 in a row of apertures 5 is preferably, but not necessarily, at most only partly aligned with an aperture 5 in an adjacent row of apertures 5 as in the embodiments illustrated in figures 1 to 12 and 19 to 24 and 30 to 32 so as to make the base plate 2 stronger and to avoid unnecessary weakening of the base plate 5 by providing apertures 5 through the base plate 2.
  • the apertures 5 in at least one row of apertures 5 is preferably, more preferably in each row of apertures 5, spaced apart in the longitudinal direction of the steel beam 1 by a distance that is a least the extension of the individual apertures 5 in the longitudinal direction of the steel beam 1 as in the embodiments illustrated in the figures so as to make the base plate 2 stronger and to avoid unnecessary weakening of the base plate 5 by providing apertures 5 through the base plate 2.
  • No aperture 5 is preferably, but not necessarily, fully aligned with an aperture 5 in an adjacent row of apertures 5 as in the embodiments illustrated in figures 1 to 12 and 19 to 24 and 30 to 32 so as to make the base plate 2 stronger and to avoid unnecessary weakening of the base plate 2 by providing apertures 5 through the base plate 2.
  • No aperture 5 is preferably, but not necessarily, fully aligned with an aperture 5 in another row of apertures 5 in the longitudinal direction of the steel beam 1.
  • a purpose of such arrangement of the apertures is to avoid unnecessary weakening of the base plate 2 of the steel beam 1 by avoiding having apertures 5 of different rows of apertures 5 exactly at the same location in the longitudinal direction of the steel beam 1.
  • Each aperture 5 of the plurality apertures 5 in any of the rows of apertures 5 is preferably, but not necessarily, at most only partly aligned with any aperture 5 of the plurality apertures 5 in any other of the rows of apertures 5 in the longitudinal direction of the steel beam 1.
  • a purpose of such arrangement of the apertures is to avoid unnecessary weakening of the base plate 2 of the steel beam 1 by avoiding having apertures 5 of different rows of apertures 5 at the same location in the longitudinal direction of the steel beam 1, as in the eighth embodiment of the steel beam 1 illustrated in figures 22 to 24 and in the tenth embodiment of the steel beam 1 illustrated in figures 31 to 32.
  • Each aperture 5 of the plurality of apertures 5 in any of the rows of apertures 5 is preferably, but not necessarily, completely unaligned with any aperture 5 of the plurality of apertures 5 in any of the other rows of apertures 5 in the longitudinal direction of the steel beam 1.
  • a purpose of such arrangement of the apertures is to avoid unnecessary weakening of the base plate 2 of the steel beam 1 by avoiding having apertures 5 of different rows of apertures 5 at the same location in the longitudinal direction of the steel beam 1, as in the first embodiment of the steel beam 1 illustrated in figures 1 to 3, in the second embodiment of the steel beam 1 illustrated in figures 4 to 6, in the fourth embodiment of the steel beam 1 illustrated in figures 10 to 12, and in the seventh embodiment of the steel beam 1 illustrated in figures 19 to 21.
  • Said plurality of apertures 5 through the base plate 2 are preferably, but not necessarily, spaced by regular intervals between the opposite ends of the steel beam 1 so as to allow moisture effectively to escape from concrete in the space 4 of the steel beam 1 over the whole length of the steel beam 1.
  • the cross-section area of an individual apertures 5 through the base plate 2 can be between 50 mm 2 and 5000 mm 2 , such as between 75 mm 2 and 1500 mm 2 .
  • At least one aperture of said plurality of apertures 5 can have one of a round configuration and an elongated configuration.
  • the apertures 5 in said plurality of apertures 5 through the base plate 2 of the steel beam 1 are preferably, but not necessarily, provided essentially evenly between opposite ends of the steel beam 1 so as to allow moisture effectively to escape from concrete in the space 4 of the steel beam 1 over the whole length of the steel beam 1.
  • At least one perforated channel element 13 can, as in the sixth embodiment of the steel beam 1 illustrated in figures 16 to 18 and in the ninth embodiment of the steel beam 1 illustrated in figures 25 to 29, be provided inside the space 4 of the steel beam 1 so that said at least one perforated channel element 13 is in fluid connection with the space 4 of the steel beam 1 and in fluid connection with said plurality of apertures 5 in the base plate 2 of the steel beam 1 so as to enhance drying of concrete in the space 4 of the steel beam 1.
  • Said at least one perforated channel element 13 is configured to form a space section 14 in the space 4 of the steel beam 1 and is configured to prevent concrete that is cast into the space 4 of the steel beam 1 from entering the space section 14. Vapor and/or liquid from concrete that is cast into the space 4 of the steel beam
  • one perforated channel element 13 can be attached to the base plate 2 of the steel beam 1 along the length of said one perforated channel element 13.
  • one perforated channel element 13 can, as in the sixth embodiment of the steel beam 1 illustrated in figures 16 to 18, be in the form of an open-sided perforated channel element that is attached to the base plate 2 and that limits a space section 14 together with the base plate 2 of the steel beam 1 in the space 4 of the steel beam 1, which space section 14 is in fluid communication with the exterior of the steel beam 1 via apertures 5 in the base plate 2 of the steel beam 1. Said at least one perforated channel element 13 will prevent concrete that is cast into the space 4 of the steel beam 1 from entering the space section 14.
  • one perforated channel element 13 can, as in the ninth embodiment of the steel beam 1 illustrated in figures 25 to 29, be attached between the base plate 2 of the steel beam 1 and the top plate 12 of the steel beam 1.
  • the space 4 can additionally be in direct fluid communication with the exterior of the steel beam 1 via said plurality of apertures 5 in the base plate 2.
  • the steel beam 1 can, as in the seventh embodiment of the steel beam 1 illustrated in figures 19 to 21 and in the eight embodiment of the steel beam 1 illustrated in figures 22 to 24, be provided with at least one closing member 15 that is attached to the steel beam 1 and that is configured to close at least partly at least one aperture of said plurality of apertures 5.
  • Said at least one closing member 15 can, as in the seventh embodiment of the steel beam 1 illustrated in figures 19 to 21, be attached to the base plate 2 inside the space 4 of the steel beam 1 , or be attached to the base plate 2 outside the space 4 of the steel beam 1 as in the eight embodiment of the steel beam 1 illustrated in figures 22 to 24.
  • Said at least one closing member 15 can additionally or alternatively be provided at least partly in at least one aperture 5 of said plurality of apertures 5.
  • said at least one closing member 15 can comprise semipermeable material. It is also possible that said at least one closing member 15 can comprise impermeable material and that said at least one closing member 15 is intended to be removed when the concrete in the space 4 of the steel beam 1 has hardened to a sufficient degree so that there is no risk that matter in other phase form than vapor can pass from the space 4 of the steel beam 1 through said plurality of apertures 5 in the base plate 2 of the steel beam 1 to the outside of the steel beam 1.
  • said at least one closing member 15 can comprise water vapor-permeable, liquid-impermeable material so as to only permit vapor to pass through the closing member 15 and so as to prevent material in other phases to pass through the closing member 15.
  • said at least one closing member 15 can be removable attached to the steel beam 1 by at least one of an openable adhesive connection and an openable mechanical connection so as to allow, if so desired, to remove said at least one closing member 15.
  • said at least one member can comprise or be in the form of at least one of a rigid plate member and a flexible sheet member.
  • the steel beam 1 can comprise at least one heating arrangement such as a heating cable provided in the space 4 for concrete so as to promote faster drying of the concrete in the space 4 for concrete.
  • the steel-concrete composite beam can be in the form of a prefabricated steel-concrete composite beam that is produced off-site in a factory prior transportation and installation at a building site or in the form of a steel-concrete composite beam that is partly produced on-site at a building site.
  • a prefabricated steel-concrete composite beam is casted before it is installed to a final location in a building. Casting is typically done in precast factory in controlled conditions.
  • the prefabricated steel-concrete composite beam is transported to building site after concrete is hardened enough to stand the lifting and transportation action.
  • a steel beam 1 is initially provided and installed to final location in the building and casted either before, together or after installing of slabs such as hollow-core slabs or other parts of the floor so that the steel-concrete composite beam is produced. It is also possible to do casting on-site eq. next to the building before prefabricated steel-concrete composite beam is installed to a final location in a building.
  • the apertures 5 in the base plate 2 for drying will do their work despite if on-site or off- site production of the steel-concrete composite beam is used.
  • a heating arrangement such as heating cables can be installed in the space 4 of the steel beam 1 if a need to dry the concrete in the space 1 of the beam 1 faster exists.
  • the method comprising providing a steel beam 1 according to any embodiment or variant presented earlier in this text.
  • the method comprises a filling step for filling the space 4 of the steel beam 1 with concrete.
  • the filling step can be performed either off- or on-site as presented.
  • the method comprises a closing step for in an openable manner closing at least one aperture 5 of said plurality of apertures 5 at least partly with at least one closing member 15 prior feeding concrete into said space 4 in said filling step.
  • the closing step comprise in some embodiments and variants of the method attaching said at least one closing member 15 to the base plate 2 of the steel beam 1 outside the space 4 of the steel beam 1 by at least one of an openable adhesive connection and an openable mechanical connection so as to allow, if so desired, to remove said at least one closing member 15.
  • the method can comprise removing the closing member 15 after performing the filling step, preferable when the concrete has hardened to a sufficient degree.
  • the closing member 15 that is used in the method can comprise semipermeable material.
  • the closing member 15 that is used in the method can comprise water vapor-permeable, liquid-impermeable so as to only permit vapor to pass through the closing member 15 and so as to prevent material in other phases to pass through the closing member 15.
  • the closing member 15 that is used in the method can comprise or be in the form at least one of a rigid plate member and a flexible sheet member.
  • the method can comprise providing at least one heating arrangement such as a heating cable provided in the space 4 for concrete so as to promote faster drying of the concrete in the space 4 for concrete.
  • at least one heating arrangement such as a heating cable provided in the space 4 for concrete so as to promote faster drying of the concrete in the space 4 for concrete.

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  • Engineering & Computer Science (AREA)
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  • Chemical & Material Sciences (AREA)
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  • Joining Of Building Structures In Genera (AREA)

Abstract

L'invention concerne une poutre d'acier (1) agencée pour servir, conjointement à du béton, de structure composite porteuse pour divers systèmes de dalle. La poutre d'acier (1) comprend une plaque de base (2) et une partie poutre (3). La plaque de base (2) et la partie poutre (3) sont reliées l'une à l'autre de telle sorte qu'un espace (4) pour le béton est formé entre la plaque de base (2) et la partie poutre (3), la plaque de base (2) est pourvue d'une pluralité d'ouvertures (5) pour former des passages à partir dudit espace (4) à travers la plaque de base (2) vers l'extérieur de la poutre d'acier (1) de telle sorte que ledit espace (4) est en liaison fluidique avec l'extérieur de la poutre d'acier (1) par l'intermédiaire de ladite pluralité d'ouvertures (5) dans la plaque de base (2).
PCT/FI2022/050529 2021-08-20 2022-08-16 Poutre d'acier et procédé de fabrication d'une poutre composite acier-béton WO2023021238A1 (fr)

Priority Applications (1)

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FI20245215A FI20245215A1 (fi) 2021-08-20 2022-08-16 Teräspalkki ja menetelmä teräs-betoniliittopalkin valmistamiseksi

Applications Claiming Priority (2)

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FI20215876 2021-08-20
FI20215876 2021-08-20

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WO2023021238A1 true WO2023021238A1 (fr) 2023-02-23

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FI (1) FI20245215A1 (fr)
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2017725A (en) 1978-02-27 1979-10-10 Kansai Paint Co Ltd Thermosetting high solid coating composition
WO1988009850A1 (fr) * 1987-06-05 1988-12-15 John Lysaght (Australia) Limited Ancrages realises dans des elements structurels d'acier et de beton composites
WO2003100186A1 (fr) 2002-05-29 2003-12-04 Teräspeikko Oy Procede et moyen de fabrication d'une poutre d'acier
US20090120025A1 (en) * 2004-10-05 2009-05-14 Halil Sezen Prefabricated concrete reinforcement system
KR101589866B1 (ko) 2015-01-16 2016-01-29 유재천 층고 절감이 가능한 슬래브 시공용 빔
EP3332932A2 (fr) 2016-12-08 2018-06-13 Anstar Oy Faisceau et procédé de fabrication d'un faisceau

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2017725A (en) 1978-02-27 1979-10-10 Kansai Paint Co Ltd Thermosetting high solid coating composition
WO1988009850A1 (fr) * 1987-06-05 1988-12-15 John Lysaght (Australia) Limited Ancrages realises dans des elements structurels d'acier et de beton composites
WO2003100186A1 (fr) 2002-05-29 2003-12-04 Teräspeikko Oy Procede et moyen de fabrication d'une poutre d'acier
US20090120025A1 (en) * 2004-10-05 2009-05-14 Halil Sezen Prefabricated concrete reinforcement system
KR101589866B1 (ko) 2015-01-16 2016-01-29 유재천 층고 절감이 가능한 슬래브 시공용 빔
EP3332932A2 (fr) 2016-12-08 2018-06-13 Anstar Oy Faisceau et procédé de fabrication d'un faisceau

Also Published As

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