DE20022861U1 - Steel core support for use in multi-storey buildings - Google Patents

Steel core support for use in multi-storey buildings

Info

Publication number
DE20022861U1
DE20022861U1 DE20022861U DE20022861U DE20022861U1 DE 20022861 U1 DE20022861 U1 DE 20022861U1 DE 20022861 U DE20022861 U DE 20022861U DE 20022861 U DE20022861 U DE 20022861U DE 20022861 U1 DE20022861 U1 DE 20022861U1
Authority
DE
Germany
Prior art keywords
support according
steel core
core support
steel
jacket
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.)
Expired - Lifetime
Application number
DE20022861U
Other languages
German (de)
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to DE20022861U priority Critical patent/DE20022861U1/en
Priority claimed from DE2000104768 external-priority patent/DE10004768B4/en
Publication of DE20022861U1 publication Critical patent/DE20022861U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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
    • E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)

Description

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßt The description text was not recorded electronically  

Der Beschreibungstext wurde nicht elektronisch erfaßtThe description text was not recorded electronically

Claims (10)

1. Stahlkernstütze mit einem Vollkern (1), einem Betonmantel (2) und einem Stahlrohrman­ tel (3), dadurch gekennzeichnet, daß als Aufstandselement für den Vollkern eine Plat­ te (8) aus einem weicheren Material als dem des Vollkerns vorgesehen ist und daß das untere Ende des Betonmantels (2) bis über den Bereich der Platte (8) hinweg und tiefer reicht als das untere Ende des Stahlrohrmantels (3).1. Steel core support with a solid core ( 1 ), a concrete jacket ( 2 ) and a Stahlrohrman tel ( 3 ), characterized in that a plat te ( 8 ) is provided from a softer material than that of the solid core as a support element for the solid core and that the lower end of the concrete jacket ( 2 ) extends beyond the area of the plate ( 8 ) and deeper than the lower end of the tubular steel jacket ( 3 ). 2. Stahlkernstütze nach Anspruch 1, dadurch gekennzeichnet, daß der Betonmantel (2) auf einem Fundament bzw. einer Geschoßdecke aufsitzt, während der Stahlrohrmantel (3) mit seinem unterem Ende in geringem Abstand oberhalb des Fundamentes bzw. der Geschoßdecke endet.2. Steel core support according to claim 1, characterized in that the concrete jacket ( 2 ) sits on a foundation or a floor ceiling, while the tubular steel jacket ( 3 ) ends with its lower end at a short distance above the foundation or the floor ceiling. 3. Stahlkernstütze nach Anspruch 2, dadurch gekennzeichnet, daß Abstandhalter am unteren Ende des Stahlrohrmantels (3) vorgesehen sind, die auf dem Fundament bzw. der Geschoßdecke aufsitzen.3. Steel core support according to claim 2, characterized in that spacers are provided at the lower end of the tubular steel jacket ( 3 ), which sit on the foundation or the floor ceiling. 4. Stahlkernstütze nach Anspruch 2 oder 3, dadurch gekennzeichnet, daß der Abstand des unteren Endes, abgesehen von etwaigen Abstandshaltern, zwischen 5 und 50 mm, vorzugsweise zwischen 10 und 30 mm beträgt.4. Steel core support according to claim 2 or 3, characterized in that the distance the lower end, apart from any spacers, between 5 and 50 mm, is preferably between 10 and 30 mm. 5. Stahlkernstütze nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß un­ ter der Platte ein Auflager vorgesehen ist, welches aus dem gleichen Material besteht wie der Vollkern.5. Steel core support according to one of claims 1 to 4, characterized in that un ter the plate a support is provided, which consists of the same material like the solid core. 6. Stahlkernstütze nach Anspruch 5, dadurch gekennzeichnet, daß das Auflager vom oberen Ende eines Vollkerns eines darunter liegenden Geschosses gebildet wird.6. Steel core support according to claim 5, characterized in that the support from upper end of a solid core of an underlying floor is formed. 7. Stahlkernstütze nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, daß die oberen und unteren Enden der Vollkerne, ebenso wie die Platte eine zentrale Bohrung zur Aufnahme eines Positionierdollens aufweisen.7. Steel core support according to one of claims 1 to 6, characterized in that the upper and lower ends of the solid cores, as well as the plate has a central hole have to accommodate a positioning oar. 8. Stahlkernstütze nach Anspruch 7, dadurch gekennzeichnet, daß eine der Bohrungen im Vollkern als Gewindebohrung ausgebildet und der Dollen in diese Bohrung einschraubbar ist. 8. Steel core support according to claim 7, characterized in that one of the holes formed in the solid core as a threaded hole and the oarlock in this hole can be screwed in.   9. Stahlkernstütze nach einem der Ansprüche 1 bis 8, dadurch gekennzeichnet, daß die Härte des Plattenmaterials derart abgestimmt ist, daß es mindestens bei nicht gleich­ mäßiger bzw. nicht ganzflächiger Belastung durch die Stützlast des darüber angeordne­ ten Vollkerns zu fließen beginnt (plastisch deformiert wird).9. Steel core support according to one of claims 1 to 8, characterized in that the Hardness of the plate material is matched so that it is at least not the same moderate or not all-over load due to the vertical load of the above ten solid core begins to flow (plastically deformed). 10. Stahlkernstütze nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, daß die Härte des Plattenmateriais bei geringerer Stützlast ebenfalls geringer gewählt wird.10. Steel core support according to one of claims 1 to 9, characterized in that the Hardness of the plate material is also chosen to be lower with a lower drawbar load.
DE20022861U 2000-02-03 2000-02-03 Steel core support for use in multi-storey buildings Expired - Lifetime DE20022861U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20022861U DE20022861U1 (en) 2000-02-03 2000-02-03 Steel core support for use in multi-storey buildings

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE20022861U DE20022861U1 (en) 2000-02-03 2000-02-03 Steel core support for use in multi-storey buildings
DE2000104768 DE10004768B4 (en) 2000-02-03 2000-02-03 Steel core support, in particular for use in multi-storey construction, and manufacturing method

Publications (1)

Publication Number Publication Date
DE20022861U1 true DE20022861U1 (en) 2002-07-25

Family

ID=26004181

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20022861U Expired - Lifetime DE20022861U1 (en) 2000-02-03 2000-02-03 Steel core support for use in multi-storey buildings

Country Status (1)

Country Link
DE (1) DE20022861U1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1751368A1 (en) * 2004-05-03 2007-02-14 Rocla Pty Ltd A building column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1751368A1 (en) * 2004-05-03 2007-02-14 Rocla Pty Ltd A building column
EP1751368A4 (en) * 2004-05-03 2009-03-04 Rocla Pty Ltd A building column

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20020829

R150 Term of protection extended to 6 years

Effective date: 20030515

R157 Lapse of ip right after 6 years

Effective date: 20060901