EP0280050A2 - Konstruktionselemente, Rahmen daraus, Wände und vorgefertigte Bauelemente - Google Patents

Konstruktionselemente, Rahmen daraus, Wände und vorgefertigte Bauelemente Download PDF

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Publication number
EP0280050A2
EP0280050A2 EP88101076A EP88101076A EP0280050A2 EP 0280050 A2 EP0280050 A2 EP 0280050A2 EP 88101076 A EP88101076 A EP 88101076A EP 88101076 A EP88101076 A EP 88101076A EP 0280050 A2 EP0280050 A2 EP 0280050A2
Authority
EP
European Patent Office
Prior art keywords
elements
structural
panels
angle
peripheral
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.)
Withdrawn
Application number
EP88101076A
Other languages
English (en)
French (fr)
Other versions
EP0280050A3 (de
Inventor
Momcilo M. Milovanovic
Dragan B. Jovanovic
Vesna T. Milicevic
Vladislav M. Matic
Milovan S. Krsikapa
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.)
JOVANOVIC DRAGAN B
KRSIKAPA MILOVAN S
MATIC VLADISLAV M
MILICEVIC VESNA T
Original Assignee
JOVANOVIC DRAGAN B
KRSIKAPA MILOVAN S
MATIC VLADISLAV M
MILICEVIC VESNA T
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 JOVANOVIC DRAGAN B, KRSIKAPA MILOVAN S, MATIC VLADISLAV M, MILICEVIC VESNA T filed Critical JOVANOVIC DRAGAN B
Publication of EP0280050A2 publication Critical patent/EP0280050A2/de
Publication of EP0280050A3 publication Critical patent/EP0280050A3/de
Withdrawn legal-status Critical Current

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Classifications

    • 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
    • E04C2/38—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 with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384—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 with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/08—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission

Definitions

  • This invention relates to building structures in general and more particularly to prefabricated steel building structures.
  • Conventional steel frame building structures generally require a primary skeleton structure including, inter alia, vertical supporting columns, horizontal beams, roof trusses and the like, with secondary paneling elements, for example, being attached in various ways to the primary frame structure to provide both vertical walls, horizontal floors, ceilings, roofing elements and the like.
  • the present invention offers the possibility of constructing a prefabricated steel building construction without the need for separate primary and secondary structures.
  • the present invention is based on the novel concept of providing elongate metal profiled elements, of specified cross-sectional profile, which may be used as edge elements for prefabricated metal frames and panels and which maybe interconnected to corresponding elements of adjacent such frames or panels both vertically and horizontally to form an integrated metal building structure with the interconnected profiled elements forming vertical support columns, horizontal beams of the structure, and the like.
  • self-supporting prefabricated modular metal building panels having peripheral elements which are shaped in profile for interconnecting adjacent panels together with the profiled elements forming a load-supporting building frame or skeleton.
  • the elongate metal profiles which can be used as peripheral elements for structural panels, may alternatively be connected together individually to form box-shaped and like support columns and beams.
  • the system uses prefabricated panels with the profiled peripheral edge elements to construct vertical, horizontal and inclined structural walls.
  • the invention is based on a universal node, that is, on a system of connecting two, three or four of the profiled elements in such a manner that a load-supporting column is provided vertically or horizontally at the juncture of the elements.
  • the particular profiles of the elements allow for this form of construction.
  • the geometry of the elements may be reduced to two elementary shapes which may be combined to form rectangular or triangular frames panels
  • the essence of the inventive system may be said to comprise a universal form of box-section joint formed by connecting together three or more of the profiled elements, any one or more of which may itself form a peripheral element of a prefabricated panel.
  • one particularly useful form of profiled element in accordance with the invention has a profile substantially in the form of an elongated C with a linear web and symmetrical end portions. The end portions may have a first part extending from the web at an angle of about 135° and a second terminal part angled at about 90° with respect to the first part.
  • a box­section column may be formed by combining four of the C sections together with the end portions facing outwardly and preferably with distance pieces or spacers therebetween.
  • the structure provides a substantially rectangular box-section column or beam.
  • the joints between the respective profiled elements which may include bolts and the like extending through the distance pieces have multiple functions, namely, the distance pieces provide for interruptions in a thermal bridge between elements and provide a space for the positioning of seals and the like. Further, the joints enable a link between vertical panels and beams to be provided and represent points for receiving additional strengthening should this become necessary for certain applications.
  • the above-described joint of four back-to-back C-shaped profiled elements represents a basic node structure of the inventicn which may be formed, for example, from vertical or horizontal panels with one or more of the individual profiled elements forming the periphery thereof.
  • prefabricated vertical building panels may be formed from two frames having respective peripheral elements comprising the C-shaped profiled elements described above.
  • the frames are connected together so that the respective profiled elements assume the required positions for connecting together with an adjacent panel in a manner whereby the four profiled elements together combine to provide the box-section node described above.
  • the respective inner and outer frames comprise secondary bracing structure in different directions.
  • the secondary structure of an external frame may be horizontally disposed while the secondary structure of an internal frame may be vertical. Braces are thus created within the panels providing stiffness for resisting vertical and horizontal forces. Portions of the secondary structure may be interconnected by distance pieces and the like at their points of intersection.
  • Outer panels may be filled with mineral wool and the like for insulation and like purposes between the secondary structure of the two frames.
  • Final lining material may comprise exterior type plywood for the exterior of such panels and plasterboard or the like for the interior thereof.
  • the panels may also be apertured for window openings and the like where required.
  • Horizontal beams in accordance with the invention may likewise comprise box-like or other composite sections made from combinations of the profiled elements which again may form peripheral edges of horizontal panels forming floor panels or ceiling panels.
  • Beams are permanent structures by means of which one-way spans are overcome and they are disposed at modular distances corresponding to the panels.
  • the top cord of a beam may carry floor panels while the bottom cord carries a suspended ceiling.
  • Self-supporting floor panels which may combine to form the beams at the edges thereof, may comprise the above­described C sections as the peripheral elements in similar manner to the previously described vertical panels and may include secondary panel structure with plywood flooring or the like.
  • the secondary structure may in this case comprise corrugated steel sheet or may comprise U-section bracing elements as in the vertical panels.
  • Horizontal universal node joints may be formed in like manner to the previously described vertical nodes.
  • Roof panels may be formed in similar manner to the previously described floor panels and various roof pitches may be obtained by placing appropriate inserts within the universal node structure.
  • the inventive system is primarily intended for the production of various building structures, particularly structures having first, second floor and loft storeys. It is also possible for the structure to be utilized for larger buildings.
  • the system allows for the production of load-supporting panels at a manufacturing site so that there is subsequently a minimal need for labor, machinery and construction time during on-site assembly.
  • the system is easily and fully dismantleable so that buildings may be constructed and moved from one site to another.
  • Figure 1 is an end view of a basic elongate steel structural element 1 in accordance with the invention which has a profile substantially in the form of an elongated C.
  • the profile comprises a central linear web 1a and symmetrical end flanges 1b.
  • Each end flange has an inner portion 1c bent substantially at a 135° to web 1a and terminal outer portions 1d bent substantially at right angles to portions 1c.
  • the basic structural element shown in Figure 1 may be used to form peripheral elements of structural panels as will be described and may be combined edge-to-edge with other like elements to form node joints for building structures as will also be described.
  • the respective flanges of element 1 may accordingly be provided with suitable bolt holes and the like (not shown in Figure 1).
  • the elements may have an overall height and width of about 2 3/8" and the element may be formed, for example, of 1/8" thick steel plate.
  • Figure 2 shows a secondary elongate structural steel element 2 in accordance with the invention of substantially channel or U-shaped profile with a linear web 2a and right angle flanges 2b.
  • the element 2 may, for example, have an overall height of about l 7/8", a width of about 3/4" and may also be made of 1/8" steel plate.
  • Figure 3 is an-end view of a typical node structure or joint formed from four basic structural elements 1 placed substantially back-to-back to form a rectangular box-section supporting element which, in use, may constitute a vertical building column or horizontal beam with the individual structural elements 1 themselves forming peripheral edges of respective panels as will be described but not shown in Figure 3.
  • the respective elements 1 may be spaced apart by distancing elements 3 which may comprise insulation or other suitable building material depending on the application of the structure.
  • the respective elements may be connected together by bolt and nut connectors C.
  • Figure 4 shows an alternative form of joint structure using a single C-shaped structural element 1 and a pair of secondary elements 2 joined by their respective flanges. Spacing elements 3 are again provided between the structural elements which are again connected by bolt and nut-type connectors C.
  • Figure 5 shows another combination of elements in accordance with the invention in which a structural steel element 4 is connected between opposite pairs of the basic elements 1.
  • the respective pairs of elements 1 may each form sections of a respective box-section node joint previously described.
  • Figure 6 shows alternative forms-of joint structures utilizing the sections 1 and 2 as previously described.
  • Figures 7 through 10 show a structural frame 5 made from the previously described structural elements 1 and 2.
  • the frame has a periphery formed from the structural elements 1 and vertically extending bracing elements formed from the structural elements 2.
  • FIGs 11 through 14 show a basic load-bearing structural panel in accordance with the invention which is formed by connecting together a pair of the previously described frames 5 in back-to-back relation. It will thus be evident that the respective peripheral members 1 of the panels are disposed so as to form one-half of a node joint of the type previously described in connection with Figure 3.
  • the outer profile of the panel which is formed by the two back-to-back elements l is particularly evident in Figure 11 and it will be further evident that connecting together two like panels end-to-end will provide therebetween the basic box-section node structure shown in Figure 3.
  • respective support columns will be integrally formed therewith by the connection of the peripheral elements which form the column and node joints.
  • the respective bracing measured 2 may be perpendicularly oriented in the respective frames 5 and may be interconnected by spacer pieces or the like at their junction points.
  • Figure 15 is a sectional view of a typical building structure incorporating the principles of the invention and which has, for example, a vertical column formed from a node-type joint of four basic profiled ele­ments 1 positioned in back-to-back relation as in Figure 3.
  • the respective elements 1 form peripheral elements of respective vertical panels forming wall structure as illustrated which includes an external lining 7, an internal lining 8 and filler material 9, such as insula­tion, between the respective linings.
  • Fig.16 shows a sectional view of a typical floor struc­ture incorporating the principles of the invention and which has, for example. a horizontal beam formed from a node type joint of four basic profiled elements 1 positioned in back-to-back relation as in Figure 3.
  • the respective elements form peripheral elements of respective horizontal floor panels and the top cord of an element shown in Fig.5.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP88101076A 1987-01-26 1988-01-26 Konstruktionselemente, Rahmen daraus, Wände und vorgefertigte Bauelemente Withdrawn EP0280050A3 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
YU98/87 1987-01-26
YU9887A YU44708B (en) 1987-01-26 1987-01-26 Construction assembly of steel panels

Publications (2)

Publication Number Publication Date
EP0280050A2 true EP0280050A2 (de) 1988-08-31
EP0280050A3 EP0280050A3 (de) 1989-05-10

Family

ID=25548324

Family Applications (1)

Application Number Title Priority Date Filing Date
EP88101076A Withdrawn EP0280050A3 (de) 1987-01-26 1988-01-26 Konstruktionselemente, Rahmen daraus, Wände und vorgefertigte Bauelemente

Country Status (5)

Country Link
EP (1) EP0280050A3 (de)
JP (1) JPS63277338A (de)
CN (1) CN88100327A (de)
AU (1) AU1022788A (de)
YU (1) YU44708B (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITCT20100001A1 (it) * 2010-02-05 2010-05-07 Salvatore Cali Profili strutturali in metallo a rapido assemblaggio.
CN110043788A (zh) * 2019-05-05 2019-07-23 浙江海迈材料科技有限公司 一种建筑支架用双拼槽钢

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2196624A1 (en) * 1996-02-23 1997-08-24 Allen S. Sparks Riveted structural channel assembly and method for making same
CN109058730A (zh) * 2018-07-16 2018-12-21 国网山西长治电力勘测设计有限公司 用于钢结构厂房的固定金具

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1110447A (fr) * 1954-09-02 1956-02-13 Profil pour barres profilées
DE7138467U (de) * 1972-01-20 Boonen P I Profilträger, bestehend aus mehreren miteinander verbundenen Walzprofilen
FR2171875A1 (de) * 1972-02-14 1973-09-28 Valette Claude
GB1596021A (en) * 1978-01-24 1981-08-19 Xfam Building component
EP0040792A2 (de) * 1980-05-24 1981-12-02 Studio Rensch Montreux S.A. Skelett für Bauwerke

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2178776B (en) * 1985-08-07 1989-08-23 Mah Const & Eng Pty Ltd Silo construction system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE7138467U (de) * 1972-01-20 Boonen P I Profilträger, bestehend aus mehreren miteinander verbundenen Walzprofilen
FR1110447A (fr) * 1954-09-02 1956-02-13 Profil pour barres profilées
FR2171875A1 (de) * 1972-02-14 1973-09-28 Valette Claude
GB1596021A (en) * 1978-01-24 1981-08-19 Xfam Building component
EP0040792A2 (de) * 1980-05-24 1981-12-02 Studio Rensch Montreux S.A. Skelett für Bauwerke

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITCT20100001A1 (it) * 2010-02-05 2010-05-07 Salvatore Cali Profili strutturali in metallo a rapido assemblaggio.
CN110043788A (zh) * 2019-05-05 2019-07-23 浙江海迈材料科技有限公司 一种建筑支架用双拼槽钢
CN110043788B (zh) * 2019-05-05 2024-02-27 浙江海迈材料科技股份有限公司 一种建筑支架用双拼槽钢

Also Published As

Publication number Publication date
YU9887A (en) 1989-10-31
YU44708B (en) 1990-12-31
EP0280050A3 (de) 1989-05-10
AU1022788A (en) 1988-07-28
JPS63277338A (ja) 1988-11-15
CN88100327A (zh) 1988-11-02

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