DE20006417U1 - Sleeve for a shear pin for power transmission between two adjacent concrete components - Google Patents

Sleeve for a shear pin for power transmission between two adjacent concrete components

Info

Publication number
DE20006417U1
DE20006417U1 DE20006417U DE20006417U DE20006417U1 DE 20006417 U1 DE20006417 U1 DE 20006417U1 DE 20006417 U DE20006417 U DE 20006417U DE 20006417 U DE20006417 U DE 20006417U DE 20006417 U1 DE20006417 U1 DE 20006417U1
Authority
DE
Germany
Prior art keywords
sleeve
shear pin
pin according
individual parts
shear
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
DE20006417U
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.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
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 Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Priority to DE20006417U priority Critical patent/DE20006417U1/en
Publication of DE20006417U1 publication Critical patent/DE20006417U1/en
Priority to EP01102530A priority patent/EP1146177A3/en
Priority to PL01346826A priority patent/PL346826A1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
    • E04B1/483Shear 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)
  • Snaps, Bayonet Connections, Set Pins, And Snap Rings (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (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 (8)

1. Hülse für einen Schubdorn zur Kraftübertragung zwischen zwei benachbarten Betonbauteilen, wobei die Hülse (1, 6, 11, 16, 20, 27, 34, 39, 45) in einem Bauteil, der Schubdorn teilweise im anderen Bauteil einbetoniert wird, und mit seinem überstehenden Ende in die Hülse (1, 6, 11, 16, 20, 27, 34, 39, 45) einsteckbar ist, dadurch gekennzeichnet, dass die Hülse (1, 6, 11, 16, 20, 27, 34, 39, 45) etwa in Axialrichtung geteilt ist, derart, dass ihre Einzelteile (2, 3; 7, 8; 12, 13; 17, 18; 21-24; 28-31, 35, 36; 40- 43; 46) sich in Umfangsrichtung ergänzen und zumindest ein Paar im Wesentlichen gleichförmiger Einzelteile (2, 3; 7, 8; 12, 13; 17, 18; 21-24; 28-31; 35, 36; 40, 41; 46) aufweist, die zur Bildung der Hülse (1, 6, 11, 16, 20, 27, 34, 39, 45) mit­ einander verbunden sind.1. sleeve for a shear mandrel for power transmission between two adjacent concrete components, the sleeve (1, 6, 11, 16, 20, 27, 34, 39, 45) in one component, the shear mandrel is partially concreted in the other component, and with its projecting end can be inserted into the sleeve (1, 6, 11, 16, 20, 27, 34, 39, 45), characterized in that the sleeve (1, 6, 11, 16, 20, 27, 34, 39 , 45) is divided approximately in the axial direction in such a way that its individual parts (2, 3; 7, 8; 12, 13; 17, 18; 21-24; 28-31, 35, 36; 40- 43; 46) supplement in the circumferential direction and have at least one pair of substantially uniform individual parts (2, 3; 7, 8; 12, 13; 17, 18; 21-24; 28-31; 35, 36; 40, 41; 46) which are used for Forming the sleeve (1, 6, 11, 16, 20, 27, 34, 39, 45) are connected to each other. 2. Hülse für einen Schubdorn gemäss Anspruch 1, dadurch gekennzeichnet, dass die Hülse (1, 6, 11, 16, 34, 45) aus zwei im Wesentlichen gleichförmigen Ein­ zelteilen (2, 3; 7, 8; 12, 13; 17, 18; 35, 36; 46) besteht.2. sleeve for a shear pin according to claim 1, characterized, that the sleeve (1, 6, 11, 16, 34, 45) consists of two substantially uniform ones parts (2, 3; 7, 8; 12, 13; 17, 18; 35, 36; 46). 3. Hülse für einen Schubdorn gemäss Anspruch 1, dadurch gekennzeichnet, dass die Hülse (1, 6, 11, 16, 34, 45) aus zwei im Wesentlichen U- oder L-förmigen Einzelteilen (2, 3; 7, 8; 12, 13; 17, 18; 35, 36; 46) besteht. 3. sleeve for a shear pin according to claim 1, characterized, that the sleeve (1, 6, 11, 16, 34, 45) consists of two essentially U-shaped or L-shaped Individual parts (2, 3; 7, 8; 12, 13; 17, 18; 35, 36; 46).   4. Hülse für einen Schubdorn gemäss Anspruch 1 dadurch gekennzeichnet, dass die Hülse (20, 27) aus zwei Paaren im Wesentlichen gleichförmiger Einzel­ teile (21, 22 u. 23, 24; 28, 29 u. 30, 31), insbesondere aus zwei im Wesentlichen U- oder L-förmigen und zwei ebenen Einzelteilen.4. sleeve for a shear pin according to claim 1 characterized, that the sleeve (20, 27) consists of two pairs of substantially uniform single parts (21, 22 and 23, 24; 28, 29 and 30, 31), in particular from two essentially U or L-shaped and two flat individual parts. 5. Hülse für einen Schubdorn gemäss Anspruch 1, dadurch gekennzeichnet, dass benachbarte Einzelteile (1, 3; 7, 8; 12, 13; 21, 23, 24; 22, 23, 24; 28, 29, 30; 28, 29, 31) an ihren Stoß- und/oder Überlappungsbereichen (5, 10, 14, 19, 26, 32) zur Veränderung des Hülsenquerschnittes vor ihrer Verbindung quer zueinander verschiebbar sind.5. sleeve for a shear pin according to claim 1, characterized, that adjacent individual parts (1, 3; 7, 8; 12, 13; 21, 23, 24; 22, 23, 24; 28, 29, 30; 28, 29, 31) at their abutting and / or overlapping areas (5, 10, 14, 19, 26, 32) to change the sleeve cross-section before connecting them transversely are movable. 6. Hülse für einen Schubdorn gemäß Anspruch 1, dadurch gekennzeichnet, dass die Einzelteile (2, 3; 17, 18; 30, 31; 35, 36; 40, 41; 45) an zumindest einem Ende (2b, 3b; 17a, 17b, 18a, 18b; 30a, 30b, 31a, 31b; 35a, 35b; 40a, 40b, 41a, 41b; 46a, 46b, 46c) zur Bildung von Stoßflächen (5, 19, 32, 38, 44) abgewinkelt sind.6. sleeve for a shear pin according to claim 1, characterized, that the individual parts (2, 3; 17, 18; 30, 31; 35, 36; 40, 41; 45) on at least one End (2b, 3b; 17a, 17b, 18a, 18b; 30a, 30b, 31a, 31b; 35a, 35b; 40a, 40b, 41a, 41b; 46a, 46b, 46c) to form abutting surfaces (5, 19, 32, 38, 44) are. 7. Hülse für einen Schubdorn gemäss Anspruch 1, dadurch gekennzeichnet, dass die Verbindung der Einzelteile durch Schweißen, Kleben oder Verprägen er­ folgt.7. sleeve for a shear pin according to claim 1, characterized, that the connection of the individual parts by welding, gluing or stamping follows. 8. Hülse für einen Schubdorn gemäß Anspruch 1, dadurch gekennzeichnet, dass zumindest ein Einzelteil (46) eine Verlängerung (47) aufweist, die zur Bildung eines Hülsenbodens abbiegbar ist.8. sleeve for a shear pin according to claim 1, characterized, that at least one individual part (46) has an extension (47) which is used for formation a sleeve base is bendable.
DE20006417U 2000-04-11 2000-04-11 Sleeve for a shear pin for power transmission between two adjacent concrete components Expired - Lifetime DE20006417U1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
DE20006417U DE20006417U1 (en) 2000-04-11 2000-04-11 Sleeve for a shear pin for power transmission between two adjacent concrete components
EP01102530A EP1146177A3 (en) 2000-04-11 2001-02-06 Sleeve for a shear pin for the force transfer between two neighbouring concrete elements
PL01346826A PL346826A1 (en) 2000-04-11 2001-04-03 Sleeve for seating a pin transmitting transverse forces between two adjacent building units

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20006417U DE20006417U1 (en) 2000-04-11 2000-04-11 Sleeve for a shear pin for power transmission between two adjacent concrete components

Publications (1)

Publication Number Publication Date
DE20006417U1 true DE20006417U1 (en) 2000-06-08

Family

ID=7939938

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20006417U Expired - Lifetime DE20006417U1 (en) 2000-04-11 2000-04-11 Sleeve for a shear pin for power transmission between two adjacent concrete components

Country Status (3)

Country Link
EP (1) EP1146177A3 (en)
DE (1) DE20006417U1 (en)
PL (1) PL346826A1 (en)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB504405A (en) * 1937-11-03 1939-04-25 Frederick John Weakley Improvements relating to welded construction
US2323026A (en) * 1938-12-02 1943-06-29 Henry A Taubensee Roadway formation unit
US3045565A (en) * 1957-06-25 1962-07-24 Felix L Nettleton Expansion joint kit
DE1759568A1 (en) * 1968-05-15 1971-06-16 Transnorm Foerderanlagen Und S Beam-like component with a box-shaped hollow profile
FR2151641A6 (en) * 1971-09-07 1973-04-20 Goutheraud Et Cie
EP0328484A1 (en) * 1988-02-11 1989-08-16 Egco Ag Slide sleeve for taking up a shear load dowel

Also Published As

Publication number Publication date
PL346826A1 (en) 2001-10-22
EP1146177A3 (en) 2003-10-08
EP1146177A2 (en) 2001-10-17

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20000713

R150 Term of protection extended to 6 years

Effective date: 20030428

R151 Term of protection extended to 8 years

Effective date: 20060425

R152 Term of protection extended to 10 years

Effective date: 20080417

R071 Expiry of right