WO2010075855A4 - Mandrel system for concrete construction - Google Patents

Mandrel system for concrete construction Download PDF

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Publication number
WO2010075855A4
WO2010075855A4 PCT/DE2009/075071 DE2009075071W WO2010075855A4 WO 2010075855 A4 WO2010075855 A4 WO 2010075855A4 DE 2009075071 W DE2009075071 W DE 2009075071W WO 2010075855 A4 WO2010075855 A4 WO 2010075855A4
Authority
WO
WIPO (PCT)
Prior art keywords
sleeve
mandrel
dome
concrete component
foot
Prior art date
Application number
PCT/DE2009/075071
Other languages
German (de)
French (fr)
Other versions
WO2010075855A1 (en
Inventor
Simon Kropmeier
Original Assignee
Simon Kropmeier
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 Simon Kropmeier filed Critical Simon Kropmeier
Publication of WO2010075855A1 publication Critical patent/WO2010075855A1/en
Publication of WO2010075855A4 publication Critical patent/WO2010075855A4/en

Links

Classifications

    • 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
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E04B1/21—Connections specially adapted therefor
    • E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
    • 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
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E04B1/043—Connections specially adapted therefor
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483—Shear dowels to be embedded in concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention relates to a mandrel system for an embodiment of a force-fit connection in the expansion joint area between a first concrete component (17) and a second concrete component (13). The second concrete component (13) has a mandrel (24) and sleeve (43) drawn substantially concentrically on the mandrel (24). The first concrete component (17) comprises a sleeve tube (22) for receiving the sleeve (43) and the mandrel (24). The sleeve (43) comprises a sleeve cover (41) and a sleeve foot (42), wherein the sleeve cover (41) and/or sleeve foot (42) comprise a device for fixing the location of the mandrel (24).

Claims

GEÄNDERTE ANSPRÜCHE beim Internationalen Büro eingegangen am 19. Juli 2010 (19.07.2010) AMENDED CLAIMS received by the International Bureau on 19 July 2010 (19.07.2010)
1. Dornsystem zur Ausbildung eines kraftschlüssigen Anschlusses im Dehnfugenbereich zwischen einem ersten Betonbauteil (17) und einem zweiten Betonbauteil (13), wobei das zweite Betonbauteil (13) mit einem Dorn (24) und einer im wesentlichen konzentrisch auf den Dorn (24) aufgezogenen Hülse (43) ausgestattet ist und das erste Betonbauteil (17) ein Hüllrohr (22) zur Aufnahme von Hülse (43) und Dorn (24) aufweist, wobei die Hülse (43) einen Hülsendeckel (41 ) und einen Hülsenfuß (42) aufweist, dadurch gekennzeichnet, dass Hülsendeckel (41 ) und/oder Hülsenfuß (42) eine Vorrichtung zur1. mandrel system for forming a frictional connection in the expansion joint between a first concrete component (17) and a second concrete component (13), wherein the second concrete component (13) with a mandrel (24) and a substantially concentric on the mandrel (24) mounted Sleeve (43) is equipped and the first concrete component (17) has a cladding tube (22) for receiving sleeve (43) and mandrel (24), wherein the sleeve (43) has a sleeve cover (41) and a sleeve foot (42) , characterized in that sleeve cover (41) and / or sleeve foot (42) a device for
Lagefixierung des Doms (24) umfassen, wobei die Vorrichtung zur Lagefixierung des Doms (24) so ausgebildet ist, dass sie durch nach der Montage auftretende Relativbewegungen zwischen dem ersten Betonbauteil (17) und dem zweiten Betonbauteil (13) zerstört wird.Position fixation of the dome (24), wherein the device for fixing the position of the dome (24) is formed so that it is destroyed by occurring after assembly relative movements between the first concrete component (17) and the second concrete component (13).
2. Dornsystem nach Anspruch 1 , dadurch gekennzeichnet, dass der Hülsenfuß (42) eine Vorrichtung zur Lagefixierung des Doms (24) umfasst.2. mandrel system according to claim 1, characterized in that the sleeve foot (42) comprises a device for fixing the position of the dome (24).
3. Dornsystem nach zumindest einem der Ansprüche 1 und 2, dadurch gekennzeichnet, dass der Hülsendeckel (41 ) eine Vorrichtung zur Lagefixierung des Doms (24) umfasst.3. mandrel system according to at least one of claims 1 and 2, characterized in that the sleeve cover (41) comprises a device for fixing the position of the dome (24).
4. Dornsystem nach zumindest einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass der Hülsendeckel (41 ) und/oder der Hülsenfuß (42) zur Lagefixierung des Doms (24) in drei, sich im wesentlichen in Richtung der4. mandrel system according to at least one of claims 1 to 3, characterized in that the sleeve cover (41) and / or the sleeve foot (42) for fixing the position of the dome (24) in three, substantially in the direction of
Längsachse der Hülse (43) erstreckende Kammern unterteilt ist, wobei die mittlere Kammer (40) zur Aufnahme des Doms (24) vorgesehen ist.Is divided longitudinal chambers of the sleeve (43) extending chambers, wherein the central chamber (40) for receiving the dome (24) is provided.
5. Dornsystem nach zumindest einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass zur Lagefixierung des Doms (24) an der inneren5. mandrel system according to at least one of claims 1 to 4, characterized in that for fixing the position of the dome (24) on the inner
Oberfläche des Hülsendeckels (41 ) und/oder des Hülsenfußes (42) Erhebungen (44) wie Noppen oder Rillen vorgesehen sind. Surface of the sleeve cover (41) and / or the sleeve foot (42) projections (44) are provided as nubs or grooves.
6. Domsystem nach zumindest einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass der Hülsendeckel (41 ) und/oder der Hülsenfuß (42) und die Hülse (43) als separate Teile ausgebildet sind.6. Domsystem according to at least one of claims 1 to 5, characterized in that the sleeve cover (41) and / or the sleeve base (42) and the sleeve (43) are formed as separate parts.
7. Domsystem nach zumindest einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass der Hülsendeckel (41 ) und/oder der Hülsenfuß (42) an die Hülse (43) angeformt sind.7. Dome system according to at least one of claims 1 to 5, characterized in that the sleeve cover (41) and / or the sleeve foot (42) to the sleeve (43) are integrally formed.
8. Domsystem nach zumindest einem der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass Hülsendeckel (41 ), Hülsenfuß (42) und/oder Hülse (43) aus Metall, aus Kunststoff oder aus Metall und Kunststoff gefertigt sind. 8. Domsystem according to at least one of claims 1 to 7, characterized in that sleeve cover (41), sleeve base (42) and / or sleeve (43) made of metal, plastic or metal and plastic are made.
PCT/DE2009/075071 2008-12-15 2009-11-25 Mandrel system for concrete construction WO2010075855A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102008055523.1 2008-12-15
DE102008055523A DE102008055523B3 (en) 2008-12-15 2008-12-15 Bolt system for forming form-fit connection between two ferroconcrete prefabricated members, has ferroconcrete prefabricated member including bolt and sleeve with cover and base that are provided for position fixing of bolt

Publications (2)

Publication Number Publication Date
WO2010075855A1 WO2010075855A1 (en) 2010-07-08
WO2010075855A4 true WO2010075855A4 (en) 2010-09-16

Family

ID=41720100

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DE2009/075071 WO2010075855A1 (en) 2008-12-15 2009-11-25 Mandrel system for concrete construction

Country Status (2)

Country Link
DE (1) DE102008055523B3 (en)
WO (1) WO2010075855A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH713190A2 (en) * 2016-12-01 2018-06-15 Ikona Ag Device and method for connecting two components in a specific relative orientation and thus created concrete structure.
CN109281398A (en) * 2017-07-19 2019-01-29 沈阳建筑大学 Boundling half, which is in the milk, constrains slurry anchor connection method
DE102018125785A1 (en) 2018-10-17 2020-04-23 Schöck Bauteile GmbH Storage device

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2616284A (en) * 1949-04-26 1952-11-04 Leontovich Valerian Precast concrete block joint
US3585771A (en) * 1969-05-19 1971-06-22 Stewart George Pinniger Connecting precast concrete structural members
CH596397A5 (en) * 1976-09-24 1978-03-15 Traugott Schoop Car park building slabs shearing force absorption
EP0328484A1 (en) * 1988-02-11 1989-08-16 Egco Ag Slide sleeve for taking up a shear load dowel
CH679166A5 (en) * 1989-06-26 1991-12-31 Ancotech Ag
GB2285641A (en) * 1994-01-14 1995-07-19 Permaban Projects Limited Dowel bar sleeve
DE10249742A1 (en) * 2002-10-25 2004-05-19 Maack, Peter, Dr.-Ing. Jig to prepare prefabricated walls/ceilings, for the erection of a building, has rails linked by connectors with holes in a pattern to give the alignment drillings at the foundation and wall feet

Also Published As

Publication number Publication date
DE102008055523B3 (en) 2010-04-01
WO2010075855A1 (en) 2010-07-08

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