[go: up one dir, main page]

EP0076345A1 - Liaison d'ancrage pour châssis de construction - Google Patents

Liaison d'ancrage pour châssis de construction Download PDF

Info

Publication number
EP0076345A1
EP0076345A1 EP81304629A EP81304629A EP0076345A1 EP 0076345 A1 EP0076345 A1 EP 0076345A1 EP 81304629 A EP81304629 A EP 81304629A EP 81304629 A EP81304629 A EP 81304629A EP 0076345 A1 EP0076345 A1 EP 0076345A1
Authority
EP
European Patent Office
Prior art keywords
sleeve
rod
joint
frame
foundation
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.)
Withdrawn
Application number
EP81304629A
Other languages
German (de)
English (en)
Inventor
Jean-Marie Goffinet
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.)
INTEGRAL BUILDING TECHNICS Pty Ltd
Original Assignee
INTEGRAL BUILDING TECHNICS Pty Ltd
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 INTEGRAL BUILDING TECHNICS Pty Ltd filed Critical INTEGRAL BUILDING TECHNICS Pty Ltd
Priority to EP81304629A priority Critical patent/EP0076345A1/fr
Publication of EP0076345A1 publication Critical patent/EP0076345A1/fr
Withdrawn legal-status Critical Current

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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • 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
    • 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

Definitions

  • the present invention relates to the manufacture and erection of prefabricated frames for buildings, and more particularly to timber frames of such buildings and attachment thereof to foundations.
  • an anchorage joint to secure a timber frame of a building to concrete foundations comprising: a bar adapted to have one end portion securely embedded within the foundation so as to extend generally vertically therefrom, a sleeve to encompass the exposed portion of said bar and adapted to abut said foundation so as to extend generally vertically therefrom, said sleeve defining a hollow having a transverse cross-section greater than the transverse cross-section of said rod to thereby allow transverse relative movement between the rod and sleeve, tensioning means coupling an upper portion of said rod and an upper portion of said sleeve, said means being adapted to engage said rod so as to tension same while applying the resulting reaction force to said sleeve to thereby secure the sleeve to the foundation, and frame engaging means fixed to said sleeve to which said frame is to be fixed.
  • FIG. 1 there is schematically depicted a timber frame 10 having a plurality of generally vertical timber members 11 joined by a plurality of horizontal members 14.
  • the frame 10 is secured to concrete or brick foundations 15 by way of anchorage joints 16.
  • an anchorage joint 20 adapted to engage a timber member 13 to secure it to the foundation 15.
  • the anchorage joint 20 includes a rod 21 which is bent so as to have a generally L-shaped lower section 22 which is securely embedded within the foundation 15.
  • the rod 21 extends upwardly from the foundation 15 and includes a threaded portion 23 which is adapted to engage a nut 24.
  • the joint 20 further includes a sleeve 25 which encompasses the exposed portion of the rod 21 and abuts the foundation 15 by means of a flange 26. Connecting the sleeve 25 and rod 21 is a transverse member 28 which transfers tension forces in the rod 21 to the sleeve 25 so as to secure the sleeve 25 to the foundation 15.
  • the bolt 27 extends through a passage 29 formed in the member 13 and openings 30 formed in the sleeve 25. It should be appreciated that the rod 21 is not straight but is bent so as to be located spaced from the longitudinal axis of the sleeve 25 to allow the bolt 27 to pass through the centre of the sleeve 25.
  • the anchorage joint 40 which secures the vertical timber member and horizontal timber members 14 to the foundation 15.
  • the anchorage joint 40 includes a rod 41 which as previously, is secured within the concrete foundation 15, a sleeve 42 which is engaged by a transverse member 43 which transfers tension forces in the bolt 41 to the sleeve 42 so as to secure the sleeve 42 to the foundation 15.
  • the rod 41 is provided with an upper threaded part 44 which is engaged by a nut 45.
  • the joint 40 is provided with passages 46 which allow a bolt 47 to pass through the sleeve 42 and passage 48 formed in the member 13 to secure the member 13 to the sleeve 42.
  • the lower portion of the anchorage joint 40 includes a plurality of fins 49 which are located within slots 50 formed in the timber members 14.
  • the fins 49 are provided with holes 51 which allow a bolt 52 to pass therethrough to thereby secure the members 14 to the anchorage joint 40 by way of a passage 53 formed in the timber members 14.
  • Figures 6 to 11 there are depicted alternative forms of the sleeve which forms part of the anchorage joints, which various forms enable the timber members 13 and 14 to be fixed to the foundations 15.
  • the sleeve depicted therein enables four horizontal members 14 together with a vertical member 13 to be secured to the foundation 15.
  • the sleeve of Figures 8 and 9 is adapted to secure two horizontal members 14 and a vertical member 13 to the foundation 15 while lastly, in Figures 10 and 11, the sleeve depicted therein enables three horizontal members 14 and a vertical member 13 to be secured to the foundation member 15.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP81304629A 1981-10-06 1981-10-06 Liaison d'ancrage pour châssis de construction Withdrawn EP0076345A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP81304629A EP0076345A1 (fr) 1981-10-06 1981-10-06 Liaison d'ancrage pour châssis de construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP81304629A EP0076345A1 (fr) 1981-10-06 1981-10-06 Liaison d'ancrage pour châssis de construction

Publications (1)

Publication Number Publication Date
EP0076345A1 true EP0076345A1 (fr) 1983-04-13

Family

ID=8188429

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81304629A Withdrawn EP0076345A1 (fr) 1981-10-06 1981-10-06 Liaison d'ancrage pour châssis de construction

Country Status (1)

Country Link
EP (1) EP0076345A1 (fr)

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH293955A (fr) * 1951-07-07 1953-10-31 Ind De L Aluminium Sa Procédé de construction d'une baraque et gabarit pour la mise en oeuvre de ce procédé.
US2689987A (en) * 1952-02-04 1954-09-28 Joseph J Berger Coupling device for building structures
US2797446A (en) * 1952-06-19 1957-07-02 Miller Rudi Building construction
FR1402673A (fr) * 1963-09-16 1965-06-11 Construction formée d'éléments préfabriqués
US3458184A (en) * 1967-04-03 1969-07-29 Pfaff & Kendall Positioner-aligner structure for anchor bolts
GB1238852A (fr) * 1967-12-02 1971-07-14
FR2082024A5 (fr) * 1969-12-24 1971-12-10 Salefran Jean Paul
GB1262330A (en) * 1969-07-22 1972-02-02 Misawa Homes Co Improvements in or relating to a prefabricated building

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH293955A (fr) * 1951-07-07 1953-10-31 Ind De L Aluminium Sa Procédé de construction d'une baraque et gabarit pour la mise en oeuvre de ce procédé.
US2689987A (en) * 1952-02-04 1954-09-28 Joseph J Berger Coupling device for building structures
US2797446A (en) * 1952-06-19 1957-07-02 Miller Rudi Building construction
FR1402673A (fr) * 1963-09-16 1965-06-11 Construction formée d'éléments préfabriqués
US3458184A (en) * 1967-04-03 1969-07-29 Pfaff & Kendall Positioner-aligner structure for anchor bolts
GB1238852A (fr) * 1967-12-02 1971-07-14
GB1262330A (en) * 1969-07-22 1972-02-02 Misawa Homes Co Improvements in or relating to a prefabricated building
FR2082024A5 (fr) * 1969-12-24 1971-12-10 Salefran Jean Paul

Similar Documents

Publication Publication Date Title
US4329826A (en) Fastener for joining a structural member to masonry or concrete
US8141320B2 (en) Construction connector anchor cage system
US3000145A (en) Truss anchor
US5505033A (en) Column base structure and connection arrangement
US3621626A (en) System for connecting precast concrete slabs together
US5134815A (en) Barrier structure
EP0076345A1 (fr) Liaison d'ancrage pour châssis de construction
US5649404A (en) Beam anchoring device
CA1225815A (fr) Element d'isolation thermique pour le batiment
EP0086798A1 (fr) Construction amelioree d'un batiment
KR102054990B1 (ko) 커플링근과 t형 보강 부재를 이용한 단부보강 빔 및 이를 이용한 기둥과의 연결구조
EP0058851B1 (fr) Structure de construction constituée d'éléments préfabriqués
EP1126091A2 (fr) Support de montage et procédé utilisant ce support pour monter un élément préfabriqué sur une partie de bâtiment
DE3602308C2 (de) Verankerung von Vormauerwerk im Attikabereich
KR100509262B1 (ko) 철근콘크리트와 철골구조부재의 상호부착방법
JPS63197736A (ja) Ｐｃ梁のピン接合法
JP3011939U (ja) 押し引きサポートの取付用治具および取付構造
JPS60152755A (ja) 持出し床の高強度構築工法
KR200285281Y1 (ko) 콘크리트 합벽 지지대
JPH0135048Y2 (fr)
KR100458945B1 (ko) 피시빔교용 가설브래킷 및 그 설치방법
KR960008845Y1 (ko) 가설용 조립식 안전 난간대
JPH05112985A (ja) 鉄骨柱脚部の接合構造
SU924288A1 (ru) Стыковое соединение ригелей с колонной железобетонного каркаса1
JP3047743B2 (ja) 工事用組立式足場

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Designated state(s): AT BE CH DE FR GB IT LI LU NL SE

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 19840319

RIN1 Information on inventor provided before grant (corrected)

Inventor name: GOFFINET, JEAN-MARIE