EP0094397A1 - Procede et dispositif de construction d'un batiment - Google Patents

Procede et dispositif de construction d'un batiment

Info

Publication number
EP0094397A1
EP0094397A1 EP82903335A EP82903335A EP0094397A1 EP 0094397 A1 EP0094397 A1 EP 0094397A1 EP 82903335 A EP82903335 A EP 82903335A EP 82903335 A EP82903335 A EP 82903335A EP 0094397 A1 EP0094397 A1 EP 0094397A1
Authority
EP
European Patent Office
Prior art keywords
support members
members
floor
clamp
building
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Withdrawn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
EP82903335A
Other languages
German (de)
English (en)
Inventor
Allan Glassbrook
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 EP0094397A1 publication Critical patent/EP0094397A1/fr
Withdrawn legal-status Critical Current

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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2409—Hooks, dovetails or other interlocking connections
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2424—Clamping connections other than bolting or riveting
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2454—Connections between open and closed section profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481—Details of wall panels
    • 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
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof

Definitions

  • This invention relates to a method of constructing a building and to a device for use in that method.
  • the invention relates to a building construction method wherein the principal load bearing structure comprises structural steelwork and the building is completed by means of preformed panels, brickwork or the like as desired.
  • BACKGROUND ART Such a method of construction is known for the purpose of factories and other industrial properties and large buildings such as blocks of flats or offices. However such a method of construction is generally not used for the purpose of private dwellings since the loads involved do not warrant the use of structural steelwork in the fabric of the property.
  • the invention provides a method of constructing a building,comprising erecting a plurality of support members in spaced, upright disposition, clamping a plurality of frame members to said support members so as to lie in one, or a plurality of upwardly spaced substantially horizontal planes, securing a floor or roof structure to the plurality of frame members lying within the or each plane and erecting wall structures between said support members.
  • the method comprises laying a base and erecting said support members on said base.
  • the frame members may comprise upwardly facing channels whereby floor or roof supporting beams may be laid in said channels and said floor or roof structures secured to said beams.
  • the method may also include supporting at least one walkway from said support members, said walkway extending adjacent said support members at the outside of a building planform defined by said support members.
  • said walkway is supported by means of arms clamped to said support members whereby the height of said walkway may be adjusted.
  • the method may also include supporting a cover from said arms so as to provide a weather shield for persons on said walkway.
  • the invention also provides a clamp device for use in the above method comprising a pair of clamp elements, each being adapted to be secured to the other with said support member clamped therebetween and at least one of said clamp elements having a slot therein adapted to receive a frame member extending therethrough substantially transversely of said frame member.
  • Each clamp element may have a slot therein adapted to receive a frame member, whereby two frame members may be secured to said support member in spaced parallel disposition on opposed sides of said frame member.
  • Each clamp element having a slot therein may comprise a body part and a slot closure part providing access to said slot for insertion and removal of said frame member.
  • Fig. 1 is a general schematic front elevation of a dwelling being built by the method of the invention
  • Fig. 2 is a schematic end elevation of the dwelling of Fig. 1
  • Fig. 3 is a perspective part section cutaway view of the dwelling of Figs. 1 and 2
  • Pig. 4 is a side elevation of one embodiment of clamp
  • Fig. 5 is a plan view of the clamp of Fig. 4
  • Fig. 6 is a plan view of a second embodiment of clamp
  • Fig. 7 is a perspective view of a third embodiment of clamp.
  • ⁇ he dwelling 10 is constructed using upright support members 12 and horizontal frame members 13 in the form of steel joists which are clamped together to form a load bearing framework.
  • Supported by the support members 12 are roof trusses 14, and the dwelling construction is completed by means of wall, roof, window and door structures of. any conventional form.
  • the wall structures may be preformed panels as will be referred to hereinafter.
  • walkways 15 are supported by arms 16 which are secured to the support members 12.
  • arms 16 are also supported by arms 16 are weatherproof sheets 17, for example sheets of polythene material, so that working can continue on the erection of the building in virtually any weather conditions after erection of the support members 12.
  • the construction of the dwelling 10 is shown in greater detail in Fig. 3. Firstly concrete foundations or a raft are laid to form a base 11, into which spigots IS are set so as to project therefrom upwardly at the desired locations of the support members 12.
  • the support members 12 which are of hollow, square or rectangular section steel, are placed over the spigots 18 and may be secured thereto by means of studs, bolts, pins or the like (not shown).
  • Frame members 13 are then clamped to support members 12 at first floor and roof height by means of clamps 19, the frame members 13 being arranged in pairs which are disposed in parallel relationship on opposed sides of a support member 12 and clamped thereto by a single clamp 19.
  • the support members 12 and the frame members 13 form a rigid load bearing framework for the dwelling 10.
  • the frame members 13 are steel I-section joists and are disposed with upwardly facing channels 23 into which wooden beams 20 are located in the case of the frame members 13 located inwardly of the support members 12.
  • the walls may be of conventional brick built construction or may be preformed panels. In the latter case the lower part of the walls is supported by the base 11 whilst the upper wall panels may be located in and supported by the upwardly facing channels of 24 of the frame members 13 located outwardly of the support members 12.
  • the head 26 of window 25 is secured to and located by the frame member 13. In this way the need for a separate lintel is avoided thus providing a further saving in cost in comparison with conventionally constructed dwellings.
  • a clamp 19 is more clearly shown in Figs. 4 to 6.
  • the clamp 19 may be of square or rectangular planform, and Figs. 5 and 6 show such a clamp 19 of rectangular planform with respectively the long and short sides thereof extending parallel with the frame members 13 clamped thereby.
  • the construction of the clamps shown in the Figs. 4 to 6 are identical in all respects (other than relative dimensions).
  • Each clamp 19 comprises two parts of outwardly flanged channel section.
  • the basswall 27 of each clamp part has a slot 28 therein extending between and into the sidewalls 29.
  • each sidewall 29 is a slot 30 extending parallel with the basewall 27 and slot 28 extends into slots 30 at their mid points so as to form a T-shaped slot arrangement in each sidewall 29.
  • a part of a clamp 19 may thus be slid onto a frame me ⁇ ber 13 with web 31 and flanges 32 thereof extending through the slots 28, 30 respectively.
  • the respective two parts of a clamp 19, in each of which is engaged a frame member 13, are placed in position on opposed sides of a support member 12 and clamping is effected by the insertion and tightening of bolts 33. In this way the flanges 32 of frame members 13 are pressed firmly against the support member 12 to effect a secure clamping of the members together.
  • FIG. 7 An alternative form of clamp 19 is shown in Fig. 7.
  • a part 34 of basewall 27 is detachably secured, e.g. by means of screws 35, to each part of clamp 19.
  • the clamps 19 may be secured to the support members 12 in their desired positions and the frame members 13 then offered to and slotted into the lower parts of slots 30 of each clamp 19.
  • Parts 34 are then secured in position to effect positive location of the frame members 13, and further tightening of bolts 33 may be required to provide adequate clamping of the members together.
  • the framework of members 12, 13 is a load bearing rigid structure which is easily and quickly assembled, thus saving time and labour costs.
  • the walls may be of preformed panel sections which are easily and quickly located and secured in position, thus saving further time and labour costs.
  • the framework is a load bearing structure the internal walls downstairs as well as upstairs may be party walls instead of conventionally of brick or block construction, thus saving material costs and building costs.
  • the beams 20 substantially fill the channels 23 of inner frame members 13.
  • the channels 13 may be wider than beams 20 so as to allow space within channels 13 for location of central heating pipes and/or electrical wires.
  • pipes 36 and/or wires 37 may be conveniently located in further channels 38 which are secured to or integral with the frame member 13, as shown in Fig. 4.
  • a cover 39 is clipped to channels 38 to provide a skirting board at the base of inner wall 40. In this way there is provided means for easy access to the pipes 36 and/or wires 37 for repair or for moving existing or installing new radiators, electrical sockets or the like.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Floor Finish (AREA)

Abstract

Un batiment (10) est construit en dressant sur une base (11) plusieurs organes de support verticaux (12) auxquels sont fixés des organes de structure à chaque niveau de plancher et au niveau du toit. Des panneaux de paroi sont dressés entre les organes de support (12). Les organes de structure (13) comprennent des canaux regardant vers le haut (23) dans lesquels des poutres de fixation de plancher ou du toit (20) sont posés, les structures de plancher (21) ou du toit (14) étant fixées aux poutres (20). Pendant la construction, des passerelles (15) et des couvertures (17) des passerelles sont fixées aux organes de support (12) par des bras (16) fixés aux organes de support de manière à être réglables en hauteur. Les brides de fixation (19) comprennent deux éléments de bridage fixés l'un à l'autre avec un organe de support (12) passant entre les deux, et les organes de structure (13) s'étendent au travers de fentes (28, 30) dans les éléments de bridage.
EP82903335A 1981-11-20 1982-11-22 Procede et dispositif de construction d'un batiment Withdrawn EP0094397A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB8134991 1981-11-20
GB08134991A GB2109836B (en) 1981-11-20 1981-11-20 Building method

Publications (1)

Publication Number Publication Date
EP0094397A1 true EP0094397A1 (fr) 1983-11-23

Family

ID=10526025

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82903335A Withdrawn EP0094397A1 (fr) 1981-11-20 1982-11-22 Procede et dispositif de construction d'un batiment

Country Status (6)

Country Link
EP (1) EP0094397A1 (fr)
AU (1) AU9121982A (fr)
GB (1) GB2109836B (fr)
IT (1) IT1153088B (fr)
WO (1) WO1983001800A1 (fr)
ZA (1) ZA828567B (fr)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2147345B (en) * 1983-09-28 1987-08-12 Roy Rackham Scaffolding apparatus
GB2164969A (en) * 1984-09-28 1986-04-03 Tartan Buildings Limited Prefabricated building with service feed passages
GB2263053B (en) * 1992-03-27 1994-05-11 Harvey John Hoar Walk-in incubator
GB2273310A (en) * 1992-12-10 1994-06-15 Thomas Steel Craik Improvements relating to buildings
NL1026358C2 (nl) * 2004-06-08 2005-12-09 Comfort Villa Nederland B V Werkwijze om een gebouw te bouwen.
FR3012499B1 (fr) * 2013-06-13 2016-05-20 Michel Metz Maison demontable en panneaux de bois avec isolation par air ventile sur ossature metallique

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2279873A (en) * 1939-02-08 1942-04-14 William J Mcdermott Building structure
FR987416A (fr) * 1943-12-24 1951-08-13 Procédé et moyens pour l'édification de maisons
US3771273A (en) * 1971-03-04 1973-11-13 J Brodie Prefabricated building
DE2709643A1 (de) * 1977-03-05 1978-09-07 Rampf Kg Formen Gmbh & Co Klemmvorrichtung zur verbindung zweier profilstahlschienen
US4096874A (en) * 1977-04-08 1978-06-27 The Raymond Lee Organization, Inc. Weather shelter
US4074792A (en) * 1977-05-11 1978-02-21 Zaugg Alonzo N Portable hanging scaffold

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8301800A1 *

Also Published As

Publication number Publication date
GB2109836A (en) 1983-06-08
WO1983001800A1 (fr) 1983-05-26
AU9121982A (en) 1983-06-01
GB2109836B (en) 1985-08-21
IT1153088B (it) 1987-01-14
IT8224337A1 (it) 1984-05-19
ZA828567B (en) 1983-09-28
IT8224337A0 (it) 1982-11-19

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Legal Events

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

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AK Designated contracting states

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

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18D Application deemed to be withdrawn

Effective date: 19840124