DE20118342U1 - Metal cable connector, in particular for fastening wall elements in prefabricated houses - Google Patents

Metal cable connector, in particular for fastening wall elements in prefabricated houses

Info

Publication number
DE20118342U1
DE20118342U1 DE20118342U DE20118342U DE20118342U1 DE 20118342 U1 DE20118342 U1 DE 20118342U1 DE 20118342 U DE20118342 U DE 20118342U DE 20118342 U DE20118342 U DE 20118342U DE 20118342 U1 DE20118342 U1 DE 20118342U1
Authority
DE
Germany
Prior art keywords
tab
section
connector according
train
train connector
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
DE20118342U
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.)
Simpson Strong Tie GmbH
Original Assignee
BMF SIMPSON 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 BMF SIMPSON GmbH filed Critical BMF SIMPSON GmbH
Priority to DE20118342U priority Critical patent/DE20118342U1/en
Publication of DE20118342U1 publication Critical patent/DE20118342U1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • 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
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations
    • E04B2001/2684—Connection to foundations with metal connectors

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Details Of Connecting Devices For Male And Female Coupling (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 erfaßt The description text was not recorded electronically  

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

Claims (16)

1. Metall-Zugverbinder ("Zuganker") (1) insb. zum Befestigen von Wandelementen (2) u. dgl. insb. im Fertighausbau, mit einer gelochten Zuglasche, die bei der Fertigung eines Wandelementes (2) vor Anbringung dessen i. a. vorgesehener Beplankung (14 und/oder 15) an ihrem einen Endabschnitt (= erster Laschenabschnitt) (4) mit Befestigungsmitteln (13) wie Kammnägeln, Schrauben od. dgl. an einem Randabschnitt des Wandelementes (2) zu befesti­ gen ist, und die im fertigen Montagezustand mit einem ebenfalls gelochten, mit dem ersten Laschenabschnitt (4) einen (i. a. rechten) Winkel (a) anschließenden zweiten Laschenabschnitt (7) mittels wenigstens eines Befestigungsmittels (20) wie insb. einer Schraube an einem unter diesem Winkel (a) zum ersten Laschenabschnitt (4) verlaufenden Bauteil wie insb. einem Böden (21) bzw. einer Decke zu befestigen ist, dadurch gekennzeichnet, daß der zweite La­ schenabschnitt als gesondertes Verbinderelement (7) ausgebildet ist, welches an seinem dem ersten Laschenabschnitt (4) zugekehrten Ende mittels wenigstens eines i. w. stabförmigen Verbindungsmittels (18; 24) mit dem ersten Laschenabschnitt (4) so zu verbinden ist, daß die der Zuglasche (4, 7) im montierten Zustand eingeprägten Zugkräfte über den zweiten La­ schenabschnitt (7) abzutragen sind.1. Metal pull connector ("tie rod") ( 1 ) esp. For attaching wall elements ( 2 ) and. The like. Especially in prefabricated houses, with a perforated pull tab, which in the manufacture of a wall element ( 2 ) before attaching its generally provided planking ( 14 and / or 15 ) at one end section (= first tab section) ( 4 ) with fastening means ( 13 ) such as comb nails, screws or the like. To be attached to an edge section of the wall element ( 2 ), and which, in the finished assembly state, also has a perforated, with the first tab section ( 4 ) a (generally right) angle (a) subsequent second tab portion (7) as esp. a screw at one extending at said angle (a) to the first tab portion (4) component such as esp. a bottoms (21) and a blanket to be attached by at least one fastener (20), characterized that the second tab portion is designed as a separate connector element ( 7 ) which at its end facing the first tab portion ( 4 ) by means of at least one iw rod shaped connecting means ( 18 ; 24 ) is to be connected to the first tab section ( 4 ) in such a way that the tensile forces impressed on the pull tab ( 4 , 7 ) in the assembled state are to be removed via the second tab section ( 7 ). 2. Zugverbinder nach Anspruch 1, dadurch gekennzeichnet, daß der zweite Laschenab­ schnitt (7) an seinem dem ersten Laschenabschnitt (4) zugekehrten Querrand (9) einen inte­ gral ausgebildeten, hochstehenden, gelochten Montagesteg (10) aufweist, der parallel zum ersten Laschenabschnitt (4) verläuft, und diesen an einem Abschnitt überlappt, wobei die Bohrungen (11) des Montagesteges (10) im Montagezustand zu Bohrungen (6) des ersten Laschenabschnittes (4) fluchten.2. Train connector according to claim 1, characterized in that the second tab section ( 7 ) at its first tab section ( 4 ) facing transverse edge ( 9 ) has an integrally designed, upstanding, perforated mounting web ( 10 ) which is parallel to the first tab section ( 4 ) runs, and this overlaps in one section, the bores ( 11 ) of the assembly web ( 10 ) being aligned with the bores ( 6 ) of the first tab section ( 4 ) in the assembled state. 3. Zugverbinder nach Anspruch 2, dadurch gekennzeichnet, daß auch von wenigstens einem weiteren Rand des zweiten Laschenabschnittes (7) ein Versteifungssteg (12) hochsteht.3. Train connector according to claim 2, characterized in that a stiffening web ( 12 ) also stands up from at least one further edge of the second tab section ( 7 ). 4. Zugverbinder nach Anspruch 3, dadurch gekennzeichnet, daß an beiden Längsrändern des zweiten Laschenabschnittes (7) ein Versteifungssteg (12, 12) angeordnet ist.4. Train connector according to claim 3, characterized in that a stiffening web ( 12 , 12 ) is arranged on both longitudinal edges of the second tab portion ( 7 ). 5. Zugverbinder nach Anspruch 1, dadurch gekennzeichnet, daß der erste Laschenab­ schnitt (4) an seinem dem zweiten Laschenabschnitt (7) zugekehrten Endabschnitt buchsen­ förmig (s. 22) verformt ist; daß der zweite Laschenabschnitt (7) an seinem dem ersten La­ schenabschnitt (4) zugekehrten Endabschnitt mit einer der Buchsenbreite (c) entsprechenden Ausnehmung (23) versehen ist; und daß die die Ausnehmung (23) einschließenden Schenkel des zweiten Laschenabschnittes (7) i. w. zentrisch zu der Buchse (22) des ersten Laschenabschnittes (4) mit einer Durchgangsbohrung versehen sind, in welcher bei der Montage ein Bolzen (24) anzuordnen ist.5. Train connector according to claim 1, characterized in that the first tab section ( 4 ) at its end section facing the second tab section ( 7 ) is bush-shaped (see FIG. 22); that the second tab section ( 7 ) is provided at its end section facing the first section ( 4 ) with a section corresponding to the bushing width (c) ( 23 ); and that the legs of the second tab portion ( 7 ) enclosing the recess ( 23 ) are provided centrally with the bushing ( 22 ) of the first tab portion ( 4 ) with a through hole in which a bolt ( 24 ) is to be arranged during assembly. 6. Zugverbinder nach Anspruch 5, dadurch gekennzeichnet, daß der buchsenförmig ver­ formte Abschnitt (22) des ersten Laschenabschnittes (4) schmaler ist als der übrige Abschnitt des ersten Laschenabschnittes (4).6. Train connector according to claim 5, characterized in that the bush-shaped ver portion ( 22 ) of the first tab portion ( 4 ) is narrower than the remaining portion of the first tab portion ( 4 ). 7. Zugverbinder nach Anspruch 6, dadurch gekennzeichnet, daß die Breite (b) des nicht verformten übrigen Abschnittes des ersten Laschenabschnittes (4) i. w. gleich der Breite des zweiten Laschenabschnittes ist.7. Train connector according to claim 6, characterized in that the width (b) of the undeformed remaining portion of the first tab portion ( 4 ) iw is equal to the width of the second tab portion. 8. Zugverbinder nach einem oder mehreren der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß beide Laschenabschnitte (4, 7) aus Blech bestehen.8. Train connector according to one or more of the preceding claims, characterized in that both tab sections ( 4 , 7 ) consist of sheet metal. 9. Zugverbinder nach Anspruch 8, dadurch gekennzeichnet, daß die Laschenabschnitte (4, 7) aus Stahlblech bestehen.9. Train connector according to claim 8, characterized in that the tab sections ( 4 , 7 ) consist of sheet steel. 10. Zugverbinder nach einem oder mehreren der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß der zweite Laschenabschnitt (7) eine größere Wandstärke aufweist als der erste Laschenabschnitt (4).10. Train connector according to one or more of the preceding claims, characterized in that the second tab section ( 7 ) has a greater wall thickness than the first tab section ( 4 ). 11. Zugverbinder nach Anspruch 10, dadurch gekennzeichnet, daß der erste Laschenab­ schnitt (4) eine Blechbreite von ca. 1,5-3 mm aufweist.11. Train connector according to claim 10, characterized in that the first Laschenab section ( 4 ) has a sheet width of approximately 1.5-3 mm. 12. Zugverbinder nach Anspruch 11, gekennzeichnet durch eine Blechstärke von ca. 2 mm.12. Train connector according to claim 11, characterized by a sheet thickness of approximately 2 mm. 13. Zugverbinder nach einem oder mehreren der Ansprüche 10-12, dadurch gekenn­ zeichnet, daß der zweite Laschenabschnitt (7) eine Blechstärke von 2-5 mm aufweist. 13. Train connector according to one or more of claims 10-12, characterized in that the second tab section ( 7 ) has a sheet thickness of 2-5 mm. 14. Zugverbinder nach Anspruch 3, gekennzeichnet durch eine Blechstärke von ca. 4 mm.14. Train connector according to claim 3, characterized by a sheet thickness of about 4 mm. 15. Fertigbau-Wandelement (2) mit einer Innenbeplankung (14) und/oder einer Außenbe­ plankung (15), gekennzeichnet durch wenigstens einen Metall-Zugverbinder (1; 1') nach ei­ nem oder mehreren der vorhergehenden Ansprüche.15. prefabricated wall element ( 2 ) with an inner paneling ( 14 ) and / or an outer paneling ( 15 ), characterized by at least one metal cable connector ( 1 ; 1 ') according to one or more of the preceding claims. 16. Wandelement nach Anspruch 15, dadurch gekennzeichnet, daß die Beplankung (14; 15) des Wandelementes (2) an der mit einem Zugverbinder (1; 1') versehenen Seite im Be­ reich des Montagesteges (10) des zweiten Laschenabschnittes (7) bzw. der buchsenförmigen Verformung (22) des ersten Laschenabschnittes (4) mit einer (Montage-)Ausnehmung (14') versehen ist.16. Wall element according to claim 15, characterized in that the planking ( 14 ; 15 ) of the wall element ( 2 ) on the side provided with a tension connector ( 1 ; 1 ') in the loading area of the assembly web ( 10 ) of the second tab section ( 7 ) or the bush-shaped deformation ( 22 ) of the first tab section ( 4 ) is provided with a (mounting) recess ( 14 ').
DE20118342U 2001-11-12 2001-11-12 Metal cable connector, in particular for fastening wall elements in prefabricated houses Expired - Lifetime DE20118342U1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
DE20118342U DE20118342U1 (en) 2001-11-12 2001-11-12 Metal cable connector, in particular for fastening wall elements in prefabricated houses

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE20118342U DE20118342U1 (en) 2001-11-12 2001-11-12 Metal cable connector, in particular for fastening wall elements in prefabricated houses

Publications (1)

Publication Number Publication Date
DE20118342U1 true DE20118342U1 (en) 2002-04-11

Family

ID=7963839

Family Applications (1)

Application Number Title Priority Date Filing Date
DE20118342U Expired - Lifetime DE20118342U1 (en) 2001-11-12 2001-11-12 Metal cable connector, in particular for fastening wall elements in prefabricated houses

Country Status (1)

Country Link
DE (1) DE20118342U1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008008405U1 (en) 2008-06-23 2008-09-04 Simpson Strong-Tie Gmbh connecting fitting
EP2642035A2 (en) 2012-03-22 2013-09-25 Gerhard Kälber Anchors for fixing pre-fabricated walls of wood framed houses on a concrete slab
DE102012104748A1 (en) 2012-06-01 2013-12-05 Gerhard Kälber Tension rod for connecting prefabricated wall of prefabricated house on concrete slab as foundation, has horizontal mounting plate whose height at anchor plate is vertically adjustable using laterally displaceable control panel
CN108301516A (en) * 2017-12-19 2018-07-20 山西云度知识产权服务有限公司 A kind of assembled arthitecutral structure board connecting structure

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202008008405U1 (en) 2008-06-23 2008-09-04 Simpson Strong-Tie Gmbh connecting fitting
EP2138643A2 (en) 2008-06-23 2009-12-30 Simpson Strong-Tie Company, Inc. Connector assembly
EP2138643A3 (en) * 2008-06-23 2012-07-11 Simpson Strong-Tie Company, Inc. Connector assembly
EP2642035A2 (en) 2012-03-22 2013-09-25 Gerhard Kälber Anchors for fixing pre-fabricated walls of wood framed houses on a concrete slab
DE102012104748A1 (en) 2012-06-01 2013-12-05 Gerhard Kälber Tension rod for connecting prefabricated wall of prefabricated house on concrete slab as foundation, has horizontal mounting plate whose height at anchor plate is vertically adjustable using laterally displaceable control panel
CN108301516A (en) * 2017-12-19 2018-07-20 山西云度知识产权服务有限公司 A kind of assembled arthitecutral structure board connecting structure

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Legal Events

Date Code Title Description
R207 Utility model specification

Effective date: 20020516

R081 Change of applicant/patentee

Owner name: SIMPSON STRONG-TIE GMBH, DE

Free format text: FORMER OWNER: BMF-SIMPSON GMBH, 24939 FLENSBURG, DE

Effective date: 20020301

Owner name: SIMPSON STRONG-TIE GMBH, DE

Free format text: FORMER OWNER: BMF-SIMPSON GMBH, 28857 SYKE, DE

Effective date: 20040623

R150 Term of protection extended to 6 years

Effective date: 20041217

R151 Term of protection extended to 8 years

Effective date: 20071123

R152 Term of protection extended to 10 years

Effective date: 20091217

R071 Expiry of right
R071 Expiry of right