EP2116660A2 - Plancher en acier et béton - Google Patents
Plancher en acier et béton Download PDFInfo
- Publication number
- EP2116660A2 EP2116660A2 EP09006209A EP09006209A EP2116660A2 EP 2116660 A2 EP2116660 A2 EP 2116660A2 EP 09006209 A EP09006209 A EP 09006209A EP 09006209 A EP09006209 A EP 09006209A EP 2116660 A2 EP2116660 A2 EP 2116660A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- steel
- ceiling
- concrete
- trapezoidal
- ceiling support
- 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.)
- Granted
Links
Images
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
- 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
- E04C2003/0443—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
- E04C2003/0452—H- or I-shaped
Definitions
- a steel-concrete ribbed ceiling or composite ceiling usually has several parallel ceiling beams made of steel or concrete.
- profiled steel sheets in particular in the form of trapezoidal profiled sheets, were placed on the ceiling beams transversely to their longitudinal extension and fastened on the upper side of the ceiling beams.
- the ceiling support is made of steel, several head bolt dowels are additionally attached on its upper side, which serve for thrust transmission.
- the trapezoidal profiled sheets are filled with Ortbetow far enough that the entire trapezoidal sheet metal is sufficiently covered with concrete, i. the troughs of the profile are completely filled and also the wave crests are covered with a sufficient layer of concrete.
- the height of the trapezoidal sheet metal to be covered by the concrete is very large for large spans, whereby the ceilings are very heavy and have a relatively large height.
- a disadvantage of this construction is that the open end faces of the trapezoidal profile sheets, in particular in the region of the troughs, must be sealed by means of special sealing bodies in order to prevent the liquid concrete from leaking to the side until it has hardened. This additional lateral sealing of the trapezoidal sheet is laborious and time consuming and thus costly.
- the invention has for its object to provide a steel-concrete ribbed or composite ceiling of the type mentioned, in which, while maintaining the above advantages with a structurally simple design an end-face seal between the troughs of the trapezoidal profile sheet and the bracket-like bearing parts is given.
- each bearing part has a receiving space having a substantially U-shaped, upwardly open cross-section, comprising a bottom portion and two side walls, and that the trapezoidal profile sheet with its trough inserted into contact with the side walls and the bottom portion in the receiving space is.
- the invention is based on the basic idea not only to provide the console-like support parts with a flat support surface, but to provide a trough-like or trough-like receiving space, in which the trapezoidal profile sheet is used with its wave trough.
- the trapezoidal profile sheet attaches to the underside of its wave trough the bottom portion of the receiving space and with the side walls of the wave trough on the side walls of the receiving space, whereby between the wave trough and the bearing part a sufficient at least for concrete sealing is achieved.
- the bearing part is preferably mounted on its side facing away from the trapezoidal sheet metal sheet in a sealed manner to the ceiling support and in particular welded, so that the liquid concrete, which is filled on the top of the trapezoidal sheet in its troughs, at the front ends of the troughs in the receiving space of the respective Warehouse parts occurs, but can not escape from this.
- the inner contour of the bearing part is complementary to the outer contour of the wave trough of the trapezoidal profile sheet.
- a plurality of bearing parts are arranged in the longitudinal direction of the ceiling support at a mutual distance one behind the other.
- the distance between two adjacent bearing parts may correspond to the spacing of adjacent troughs of the trapezoidal profile sheet, so that each corrugation trough is received and held in a bearing part.
- the distance between two adjacent bearing parts corresponds to an integer multiple, for example twice the distance between adjacent troughs of the trapezoidal sheet metal, so that only every second, third or fourth trough of the trapezoidal sheet is received in a bearing part.
- the ceiling support is a steel beam with an I-profile, wherein the bearing parts, which are also made of steel, are laterally welded to the web of the ceiling support preferably circumferentially.
- FIGS. 1 to 4 a partial construction of a steel-concrete ceiling 10 has a plurality of parallel ceiling support 11, of which only one is shown.
- the ceiling support 11 is made of steel and has an I-profile with a lower flange 13, a top flange 14 and a vertical web 12.
- each laterally projecting steel bearing members 15 are mounted, which protrude laterally like a bracket transverse to the longitudinal extent of the ceiling support 11.
- Each bearing member 15 is bent from sheet steel and has a trough-like shape with a trapezoidal, substantially U-shaped, upwardly open cross-section with a bottom portion 15a and two side walls 15b.
- the bearing part 15 is open at its ends.
- the bearing part 15 For attachment of the bearing part 15 this is placed with an open end on the side surface of the web 12 of the ceiling support 11 and welded to a weld 17, the upper edges of the side walls 15b of the bearing part 15 abut or close to the underside of the upper belt 14 of the ceiling support 11 are arranged at this.
- the mounted on the ceiling support 11 bearing member 15 forms between its side walls 15b and above the bottom portion 15a a receiving space 16 which is open on its upper side and on the ceiling support 11 facing away from the end of the bearing part 15.
- Trapezoidal sheet 18 with its troughs 18a in each case a receiving space 16 of a bearing part 15 can be used and in the inserted state both on the bottom portion 15a of the bearing part 15 rests as well as over the entire surface on the inside of the side walls 15b.
- the concrete 23 is within the receiving space 16 of the bearing part 15 in direct contact with the side walls of the web 12 of the ceiling support 11, whereby the ceiling support 11 is additionally stabilized laterally.
- the upper longitudinal reinforcement 20 is guided away in the illustrated embodiment as a continuous reinforcement on the ceiling support 11. This limits the formation of cracks in the concrete 23.
- the lower longitudinal reinforcement may be at least partially formed as a continuous reinforcement by penetrating the ceiling support 11. This is according to FIG. 5 provided in the web 12 of the ceiling support 11 in the area within the receiving space 16 of the bearing part 15, a through hole 24 is formed, through which the lower longitudinal reinforcement 11 can be passed.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Floor Finish (AREA)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL09006209T PL2116660T3 (pl) | 2008-05-08 | 2009-05-07 | Strop stalowo-betonowy |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102008022647A DE102008022647A1 (de) | 2008-05-08 | 2008-05-08 | Stahl-Beton-Decke |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2116660A2 true EP2116660A2 (fr) | 2009-11-11 |
EP2116660A3 EP2116660A3 (fr) | 2011-09-28 |
EP2116660B1 EP2116660B1 (fr) | 2013-02-13 |
Family
ID=40459442
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09006209A Active EP2116660B1 (fr) | 2008-05-08 | 2009-05-07 | Plancher en acier et béton |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP2116660B1 (fr) |
DE (2) | DE202008016244U1 (fr) |
PL (1) | PL2116660T3 (fr) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101839033A (zh) * | 2010-06-22 | 2010-09-22 | 中国建筑第二工程局有限公司 | 闭口型压型钢板-混凝土组合楼板及其施工方法 |
CN104929289A (zh) * | 2015-06-15 | 2015-09-23 | 殷诗宝 | 一种轻质混凝土组合预制叠合楼板 |
CN105064577A (zh) * | 2015-08-05 | 2015-11-18 | 北京建工华创科技发展股份有限公司 | 一种预制混凝土组合楼板 |
CN109914602A (zh) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | 多内置斜壁矩形钢管腔-混凝土组合结构及其施工方法 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102013019497B4 (de) * | 2013-11-21 | 2020-08-06 | Kingspan GmbH | Als Beton-Stahl-Verbundkonstruktion ausgebildete Dach- oder Deckenplatte |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29922279U1 (de) | 1999-12-18 | 2001-01-25 | Ermer Josef | Vorrichtung zum aufrechten Haltern von Schirmstangen |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US602274A (en) * | 1898-04-12 | Sheet or plate girder | ||
US3093932A (en) * | 1960-04-22 | 1963-06-18 | Dreier Sidney | Floor construction and method of providing same |
LU60740A1 (fr) * | 1970-04-16 | 1972-03-03 | ||
US4653237A (en) * | 1984-02-29 | 1987-03-31 | Steel Research Incorporated | Composite steel and concrete truss floor construction |
GB9603165D0 (en) * | 1996-02-15 | 1996-04-17 | British Steel Plc | Floor and ceiling structures |
DE29922297U1 (de) * | 1999-12-20 | 2000-03-02 | Pab Gmbh | Stahl-Beton-Decke |
ATE369469T1 (de) * | 2003-05-13 | 2007-08-15 | Offshield Ltd | Verbunddecke |
-
2008
- 2008-05-08 DE DE202008016244U patent/DE202008016244U1/de not_active Expired - Lifetime
- 2008-05-08 DE DE102008022647A patent/DE102008022647A1/de not_active Withdrawn
-
2009
- 2009-05-07 EP EP09006209A patent/EP2116660B1/fr active Active
- 2009-05-07 PL PL09006209T patent/PL2116660T3/pl unknown
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE29922279U1 (de) | 1999-12-18 | 2001-01-25 | Ermer Josef | Vorrichtung zum aufrechten Haltern von Schirmstangen |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101839033A (zh) * | 2010-06-22 | 2010-09-22 | 中国建筑第二工程局有限公司 | 闭口型压型钢板-混凝土组合楼板及其施工方法 |
CN104929289A (zh) * | 2015-06-15 | 2015-09-23 | 殷诗宝 | 一种轻质混凝土组合预制叠合楼板 |
CN105064577A (zh) * | 2015-08-05 | 2015-11-18 | 北京建工华创科技发展股份有限公司 | 一种预制混凝土组合楼板 |
CN109914602A (zh) * | 2019-04-12 | 2019-06-21 | 西安建筑科技大学 | 多内置斜壁矩形钢管腔-混凝土组合结构及其施工方法 |
Also Published As
Publication number | Publication date |
---|---|
EP2116660A3 (fr) | 2011-09-28 |
DE102008022647A1 (de) | 2009-11-12 |
PL2116660T3 (pl) | 2013-07-31 |
EP2116660B1 (fr) | 2013-02-13 |
DE202008016244U1 (de) | 2009-03-19 |
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