FI20075207A0 - Composite beam - Google Patents
Composite beamInfo
- Publication number
- FI20075207A0 FI20075207A0 FI20075207A FI20075207A FI20075207A0 FI 20075207 A0 FI20075207 A0 FI 20075207A0 FI 20075207 A FI20075207 A FI 20075207A FI 20075207 A FI20075207 A FI 20075207A FI 20075207 A0 FI20075207 A0 FI 20075207A0
- Authority
- FI
- Finland
- Prior art keywords
- lower flange
- distance
- web plates
- flange
- fastened
- Prior art date
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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
- E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
-
- 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
-
- 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
- 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
- E04C2003/0426—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 material distribution in cross section
- E04C2003/0439—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 material distribution in cross section the cross-section comprising open parts and hollow 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—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 substantial shape of the cross-section
- E04C2003/0465—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 substantial shape of the cross-section square- or rectangular-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Glass Compositions (AREA)
- Diaphragms For Electromechanical Transducers (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
A connector beam for forming a combined structure consisting of a steel beam and concrete structure comprises a lower flange (1), at least two web plates (2) fastened on the lower flange (1) at a distance from the long sides of the lower flange (1) and at a distance from each other and an upper flange (3) fastened at a distance from the lower flange (1) and a distance from the opposite sides of the web plates (2) in relation to the lower flange (2). Brackets (4) formed as extensions of the web plates (2) extending from the upper flange (3). According to the invention at least one cut (5) open in the direction of the bracket (4) is formed on each bracket (4) so as to align with each other, into which cut a reinforcing (7) can be arranged.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI20075207A FI20075207L (en) | 2007-03-30 | 2007-03-30 | Union beam |
PCT/FI2008/050139 WO2008119876A1 (en) | 2007-03-30 | 2008-03-27 | Composite beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI20075207A FI20075207L (en) | 2007-03-30 | 2007-03-30 | Union beam |
Publications (2)
Publication Number | Publication Date |
---|---|
FI20075207A0 true FI20075207A0 (en) | 2007-03-30 |
FI20075207L FI20075207L (en) | 2008-10-01 |
Family
ID=37930117
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
FI20075207A FI20075207L (en) | 2007-03-30 | 2007-03-30 | Union beam |
Country Status (2)
Country | Link |
---|---|
FI (1) | FI20075207L (en) |
WO (1) | WO2008119876A1 (en) |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103061442B (en) * | 2012-12-31 | 2016-02-10 | 合肥工业大学 | A kind of novel Steel-encased Concrete Composite Beams |
CN104100037B (en) * | 2014-06-26 | 2017-01-18 | 同济大学 | Combined flat beam |
ES2681568A1 (en) * | 2018-05-23 | 2018-09-13 | Universitat Politècnica De València | FLAT BEAM WITH IMPROVED FIRE RESISTANCE FOR STEEL-CONCRETE FORGINGS AND ITS MANUFACTURING PROCEDURE (Machine-translation by Google Translate, not legally binding) |
SE543184C2 (en) * | 2019-02-14 | 2020-10-20 | Vaestsvenska Staalkonstruktioner Ab | Fire-resistant steel joist beam with vertical webs, horizontal flanges and a heat-insulating material in a space between the flanges |
CN110984454B (en) * | 2019-12-06 | 2020-12-08 | 中北大学 | Prefabricated composite hollow floor slab based on box-shaped folding internal mold and preparation method thereof |
CN114193635B (en) * | 2021-12-23 | 2024-03-12 | 国泰新点软件股份有限公司 | Method and device for cutting middle beam of constructional engineering |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3503410A1 (en) * | 1984-02-07 | 1985-08-08 | Irmfried Dipl.-Ing. 7847 Badenweiler Brendel | Composite steel girder |
DE3836592A1 (en) * | 1987-10-31 | 1989-05-18 | Kombi Tragwerk Gmbh | Load-bearing structure |
FI1466U1 (en) * | 1994-05-20 | 1994-08-15 | Ss Teracon Oy | Samverkansbalk |
NL1020608C2 (en) * | 2002-05-16 | 2003-11-18 | Constructiewerkplaats G C Gr N | System incorporates at least steel girders, particularly for use in steel and/or concrete skeletal structures |
-
2007
- 2007-03-30 FI FI20075207A patent/FI20075207L/en not_active Application Discontinuation
-
2008
- 2008-03-27 WO PCT/FI2008/050139 patent/WO2008119876A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
FI20075207L (en) | 2008-10-01 |
WO2008119876A1 (en) | 2008-10-09 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
FD | Application lapsed |