EP0101697A1 - Konstruktionsverfahren - Google Patents

Konstruktionsverfahren

Info

Publication number
EP0101697A1
EP0101697A1 EP19830900693 EP83900693A EP0101697A1 EP 0101697 A1 EP0101697 A1 EP 0101697A1 EP 19830900693 EP19830900693 EP 19830900693 EP 83900693 A EP83900693 A EP 83900693A EP 0101697 A1 EP0101697 A1 EP 0101697A1
Authority
EP
European Patent Office
Prior art keywords
support member
framework
intermediate support
construction
building panel
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Withdrawn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
EP19830900693
Other languages
English (en)
French (fr)
Inventor
Edward Michael Clayton
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
Publication of EP0101697A1 publication Critical patent/EP0101697A1/de
Withdrawn legal-status Critical Current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
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members

Definitions

  • THIS INVENTION relates to a method of construct ⁇ ion and in particular to a method of attachment of frameworks or panels to a base support.
  • the method of the invention includes the followin steps:
  • the intermediate support member is attached to the base support prior to or after step (ii) .
  • step (ii) may be repeated wherein one or more panels or frameworks may be attached to "the intermediate support member adjacent the first mentioned panel or framework.
  • the base support member is a concrete slab.
  • any other appropriate base support member could be utilized such as a metal or wooden block or sheet.
  • the intermediate support member is elongate and may comprise either a plate like member or rail member.
  • the intermediate support member is formed from wood although it may be formed from plastics, metal, concrete or any other suitable material.
  • the intermediate member may be considered to be a "tracking" rail and thus support a plurality of wall frameworks.
  • the inter ⁇ mediate member may be bolted or attached to the concrete slab in any suitable manner.
  • the intermediate member is attached to the concrete slab by expanding bolts inserted through aligned apertures in the intermediate member.
  • the expanding bolts may be applied by an appropriate triggering mechanism or gum.
  • intermediate member may be supported by chocks, spacers or suitable packing as is known in the art if the concrete slab is uneven so that
  • a top surface of the intermediate member may be relatively even or substantially planar.
  • the intermediate member in a preferred embodi ⁇ ment of the invention may be provided with a plurality of attachment cavities which are located suitably in the top surface of the intermediate member.
  • the cavities may be formed in any suitable manner such as by routing or punching.
  • the cavities are rectangular although this is not essential.
  • each cavity may be surrounded by a shallower recess or groove so as to allow installation of a fixing plate (usually although not essent ⁇ ially formed from metal) for a reason as hereinafter described
  • the intermediate rail may include a plurality of upwardly projecting locating members or bolts which may locate in corresponding apertures or recesses in the bottom frame member of the building framework when the framework is suitabl brought into engagement with the intermediate member in ;Step (ii) .
  • the building framework may be lowered manually but more effectively by crane so that the bottom frame member thereof bears against the intermediate rail and is located therein by the above described locating means.
  • the building or wall framework suitably comprises a bottom frame member or "bottom plate", top frame member or “top plate” and interconnecting studs as is known in the art.
  • a rigid panel may also be utilized as well as or in preference to a wall framework in accordance with the method of the invention
  • the "bottom frame member” would mean a bottom wall or appropriate lower portion of the rigid panel.
  • the bottom frame member of the wall framework is provided with a plurality of downwardly extending attachment bolts which engage in the above described attachment cavities of the intermediate member.
  • the bottom frame member of the wall framework is provided with a plurality of downwardly extending attachment bolts which engage in the above described attachment cavities of the intermediate member.
  • each attachment bolt is threaded and he nut suitably of hexagonal shape loosely attached thereto.
  • the abovementioned fixing plate may include a central aperture of complementary shape to the nut although this is not necessary and usually the central aperture is circular and longer than the widest dimension of the nut.
  • the fixing plate may also have one or more apertures located adjacent the central aperture which register with aligned apertures passing through the intermediate member for inserting therethrough of the abovementioned expansion bolts which attach the intermediate member to the concrete slab.
  • locking means for maintaining the attachment bolts of the bottom frame member of the wall framework in a locked position in their respective attachment cavities.
  • the locking means is usually chosen so as to prevent disengagement between the attachment bolts and the attachment cavities due to uplift or racking (e.g. lateral) forces.
  • one or more locking shims or bifurcated members or other suitable locking members which are attached to the lower end of the attachment bolt before fastening of the nut.
  • the locking shims are U shaped members which are attached to the attachment bolt in different orientations - i.e. one locking shim is located about the bolt so that the arms of the U are substantially parallel to the plane of the bottom frame member of the framework (i.e. substantially horizontal) .
  • the other locking shim may then be attached to the attachment bolt so that the arms of U are normal to the arms of the first mentioned locking shim.
  • FIG 1 is an exploded perspective view showing the building or wall framework being lowered into position so as to be attached to the intermediate member or tracking plate;
  • FIG 2 is a detailed view of the attachment means between wall framework and intermediate member.
  • FIG 3 is a top plan view of the attachment .5 means shown in FIG 2 through line 3-3;
  • FIG 4 is a top plan view of one of the locking members used in the attachment means shown in FIG 2;
  • FIG 5 is a top plan view of the other of the locking members used in the attachment means shown in FIG 2. 10
  • wall framework
  • Bottom frame member 13 has attachment members or bolts 20 projecting downwardly therefrom with bolts 20 having nuts 21 mounted thereon. 15 Intermediate member 11 is attached to concrete slab 10 by expanding bolts 18. When frame member 13 is lowered by a crane (not shown) the bottom surface of frame member 13 bears against the top surface of member 11. Locating bolts 16 engage in locating recesses 15 in frame member 13 20 and bolts 20 locate in attachment cavities 19 of member 11.
  • Member 11 may be attached to slab 10 by expans ⁇ ion bolts 18 passing through apertures 25 in fixing plate 17, passages 30 in rail 11 and aligned recesses 27 in slab 10. Plate 17 is located in opposed grooves 28 of surrounding cavity 25 19. There is also shown U shaped locking members 22 and 23 interposed between nut 21 of bolt 20 and fixing plate 17.
  • **5* to a vertical orientation, so that they align and butt evenly with adjoining panels. After this is achieved bracing and sheeting is possible.
  • Step 1 Before sheeting and bracing prefabricate wall panel 12 holes were drilled in bottom plate 13 and bolts 20 were inserted at spaced intervals in bottom plate 13. The panel 12 was aligned with its tracking member 11 and holes were drilled in both at the same time to take location bolts 16 which were inserted at a later stage. ' Step" 2. The intermediate support member or tracking plate 11 was placed on an uneven support slab 10
  • Step 4 Fixing plates 17 were located on opposed grooves 28 of cavities 19.
  • Locating bolts 16 were positioned in support member 11.
  • the tracking plate II was fastened to support surface 10 through pre-drilled holes 25 of fixing plate 17 and using expansion bolt 18.

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)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
EP19830900693 1982-03-01 1983-02-25 Konstruktionsverfahren Withdrawn EP0101697A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AU289782 1982-03-01
AU2897/82 1982-03-01

Publications (1)

Publication Number Publication Date
EP0101697A1 true EP0101697A1 (de) 1984-03-07

Family

ID=3693391

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19830900693 Withdrawn EP0101697A1 (de) 1982-03-01 1983-02-25 Konstruktionsverfahren

Country Status (2)

Country Link
EP (1) EP0101697A1 (de)
WO (1) WO1983003112A1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4989386A (en) * 1986-11-27 1991-02-05 Collis Howard G Panel building elements
DE4333939A1 (de) * 1993-10-06 1995-04-13 Stewing Kunststoff Unterbau für Telefonhäuschen

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2574074A (en) * 1945-11-28 1951-11-06 Nat Steel Corp Building construction
US2689987A (en) * 1952-02-04 1954-09-28 Joseph J Berger Coupling device for building structures
US2968374A (en) * 1957-07-05 1961-01-17 Aetna Steel Products Corp Wall-panel bases and panel supports
US3623288A (en) * 1970-07-23 1971-11-30 Stanley L Horowitz Prefabricated building construction
US3939618A (en) * 1971-07-06 1976-02-24 Vercon Products, Inc. Foundation assemblies for building structures
AU497210B2 (en) * 1974-12-18 1978-12-07 Wallcrest Pty. Ltd. Constructional wall panels
DE2627261A1 (de) * 1976-06-18 1977-12-29 Oscar Bueno Wandkonstruktion mit vorgefertigten wandelementen
US4188758A (en) * 1978-09-20 1980-02-19 Charles Swann Base for movable wall parts

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8303112A1 *

Also Published As

Publication number Publication date
WO1983003112A1 (en) 1983-09-15

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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): CH DE FR GB LI 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: 19840503