WO1983001800A1 - Building construction method and device - Google Patents
Building construction method and device Download PDFInfo
- Publication number
- WO1983001800A1 WO1983001800A1 PCT/GB1982/000330 GB8200330W WO8301800A1 WO 1983001800 A1 WO1983001800 A1 WO 1983001800A1 GB 8200330 W GB8200330 W GB 8200330W WO 8301800 A1 WO8301800 A1 WO 8301800A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- support members
- members
- floor
- clamp
- building
- Prior art date
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
A building (10) is constructed by erecting on a base (11) several upright support members (12) to which at each floor level and the roof level frame members (13) are clamped. Wall panels are erected between the support members (12). The frame members (13) comprise upwardly facing channels (23) in which floor or roof attachment beams (20) are laid, the floor (21) or roof (14) structures being secured to the beams (20). During construction walkways (15) and walkway covers (17) are secured to the support members (12) by arms (16) clamped theretor so as to be height adjustable. The clamps (19) comprise two clamp elements secured to each other with a support member (12) therebetween, and the frame members (13) extend through slots (28, 30) in the clamp elements.
Description
BUILDING CONSTRUCTION METHOD AND DEVICE. TECHNICAL FIELD
This invention relates to a method of constructing a building and to a device for use in that method. In particular 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. In certain circumstances, for example, for a building erected in a locality susceptible to earthquakes or land subsidence, it may be desirable, and sometimes mandatory to build private dwellings with structural steelwork as the main load bearing structure. It is an object of the present invention to provide a simple, quick and therefore relatively cheap method of building construction, using structural steelwork which is suitable for large industrial buildings or more particularly for private dwellings. DISCLOSURE OF INVENTION.
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.
Preferably 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. Preferably 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.
BRIEF DESCRIPTION OF DRAWINGS.
The invention will now be described with reference to the accompanying drawings in which:-
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, and Fig. 7 is a perspective view of a third embodiment of clamp. BEST MODE OF CARRYING OUT THE INVENTION.
Referring now to Figs. 1 and 2 there is shown a two storey private dwelling 10 erected on a base 11. ϊhe 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.
During construction of the dwelling 10 walkways 15 are supported by arms 16 which are secured to the support members 12. By this means the need for separate scaffolding during the erection of the dwelling 10 is avoided, thus creating a saving in time and cost compared with known methods of building construction. 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. To such wooden beams 20 are secured the floor joists 21 or roof trusses 14, e.g. by means of nails, screws and/or brackets or cleats 22. Arms 16 are also secured to support members 12 by means of brackets 19, the height of which are adjustable so that the height of walkways 15 may be arranged as desired.
When the framework of support members 12 and frame members 13 is completed the walls, doors and windows may be erected and/or placed in position. 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.
The construction of a clamp 19 is more clearly shown in Figs. 4 to 6. As seen in side elevation in Fig. 4 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. In 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 meπber 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.
An alternative form of clamp 19 is shown in Fig. 7. In this case a part 34 of basewall 27 is detachably secured, e.g. by means of screws 35, to each part of
clamp 19. With parts 34 detached 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.
By means of the invention 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. Since 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. As shown in the Figures, Fig. 4 in particular, the beams 20 substantially fill the channels 23 of inner frame members 13. However 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. Alternatively such 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.
Claims
1. A method of constructing a building (10) characterised by erecting a plurality of support members (12) in spaced, upright disposition, clamping a plurality of frame members (13) to said support members (12) so as to be in one, or a plurality of upwardly spaced, substantially horizontal plane or planes, securing a floor or roof structure (21, 14) to the plurality of frame members (13) lying in the or each plane and erecting wall structures between said support members (12).
2. A method according to claim 1 characterised by laying a base (11) and erecting said support members (12) on said base (11).
3. A method according to claim 1 or claim 2 wherein said frame members (13) comprise upwardly facing channels (23), characterised by laying floor or roof attachment beams (20) in said channels (23) and securing floor or roof structures (21, 14) to said beams (20).
4. A method according to any one of claims 1 to 3, characterised by supporting at least one walkway (15) from said support members (12), said walkway (15) extending adjacent said support members (12) at the outside of a building planform defined by said support members (12).
5. A method according to claim 4, characterised in that the or each walkway (15) is supported by arms (16) clamped to said support members (12) whereby the height of the or each walkway (15) may be adjusted.
6. A method according to claim 5, characterised by supporting a cover (17) from said arms (16) providing a weather shield above the or each walkway (15).
7. A building (10) constructed by the method of claim 1, characterised by a plurality of support members (12) erected in spaced upright disposition, a plurality of frame members (13) clamped to said support members (12) so as to lie in one, or a plurality of upwardly spaced, substantially horizontal plane or planes, a floor or roof structure (21, 14) secured to the plurality of frame members (13) lying in the or each plane and wall structures erected between said support members (12).
8. A building according to claim 7, characterised by a base (11), said support members (12) being erected on said base (11).
9. A building according to claim 7 or claim 8, characterised in that said frame members (13) comprise upwardly facing channels (23).
10. A building according to claim 9, characterised by floor or roof attachment beams (20) laid in said channels (23), said floor or roof structures (21, 14) being secured to said beams (20).
11. A building according to any one of claims 7 to 10, characterised by a plurality of clamp devices (19) each adapted to clamp at least one frame member (13) to a support member (12).
12. A building according to claim 11, characterised in that each clamp device (19) comprises a pair of clamp elements, each element being adapted to be secured to the other with a support member (12) clamped therebetween, and at least one of said clamp elements having a slot (28, 30) therein adapted to receive a frame member (13) and extending therethrough substantially transversely of said frame member (13).
13. A building according to claim 12, characterised in that each clamp element has a slot (28, 30) therein adapted to receive a frame member (13), whereby two frame members (13) may be secured to said support members (12) in spaced, parallel disposition on opposed sides of said support member (12).
14. A building according to claim 12 or claim 13, characterised in that each clamp element having a slot (28, 30) therein comprises a body part and a removable slot closure part (34) providing access to said slot (28, 30) for insertion and removal of a frame member (13).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB08134991A GB2109836B (en) | 1981-11-20 | 1981-11-20 | Building method |
GB8134991811120 | 1981-11-20 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO1983001800A1 true WO1983001800A1 (en) | 1983-05-26 |
Family
ID=10526025
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/GB1982/000330 WO1983001800A1 (en) | 1981-11-20 | 1982-11-22 | Building construction method and device |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP0094397A1 (en) |
AU (1) | AU9121982A (en) |
GB (1) | GB2109836B (en) |
IT (1) | IT1153088B (en) |
WO (1) | WO1983001800A1 (en) |
ZA (1) | ZA828567B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2263053A (en) * | 1992-03-27 | 1993-07-14 | Harvey John Hoar | Walk-in incubator. |
GB2273310A (en) * | 1992-12-10 | 1994-06-15 | Thomas Steel Craik | Improvements relating to buildings |
Families Citing this family (4)
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 |
NL1026358C2 (en) * | 2004-06-08 | 2005-12-09 | Comfort Villa Nederland B V | Method is for constructing a building and involves creation of a foundation and construction of floors, walls and/or roof |
FR3012499B1 (en) * | 2013-06-13 | 2016-05-20 | Michel Metz | DETACHABLE HOUSE IN WOOD PANELS WITH VENTILATED AIR INSULATION ON METALLIC FRAMEWORK |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2279873A (en) * | 1939-02-08 | 1942-04-14 | William J Mcdermott | Building structure |
FR987416A (en) * | 1943-12-24 | 1951-08-13 | Method and means for building houses | |
US3771273A (en) * | 1971-03-04 | 1973-11-13 | J Brodie | Prefabricated building |
US4074792A (en) * | 1977-05-11 | 1978-02-21 | Zaugg Alonzo N | Portable hanging scaffold |
US4096874A (en) * | 1977-04-08 | 1978-06-27 | The Raymond Lee Organization, Inc. | Weather shelter |
DE2709643A1 (en) * | 1977-03-05 | 1978-09-07 | Rampf Kg Formen Gmbh & Co | Screw clamp connecting two formwork rails - has rail stems clamped between yoke shank and screw in other shank |
-
1981
- 1981-11-20 GB GB08134991A patent/GB2109836B/en not_active Expired
-
1982
- 1982-11-19 IT IT24337/82A patent/IT1153088B/en active
- 1982-11-19 ZA ZA828567A patent/ZA828567B/en unknown
- 1982-11-22 WO PCT/GB1982/000330 patent/WO1983001800A1/en unknown
- 1982-11-22 EP EP82903335A patent/EP0094397A1/en not_active Withdrawn
- 1982-11-22 AU AU91219/82A patent/AU9121982A/en not_active Abandoned
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2279873A (en) * | 1939-02-08 | 1942-04-14 | William J Mcdermott | Building structure |
FR987416A (en) * | 1943-12-24 | 1951-08-13 | Method and means for building houses | |
US3771273A (en) * | 1971-03-04 | 1973-11-13 | J Brodie | Prefabricated building |
DE2709643A1 (en) * | 1977-03-05 | 1978-09-07 | Rampf Kg Formen Gmbh & Co | Screw clamp connecting two formwork rails - has rail stems clamped between yoke shank and screw in other shank |
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 |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2263053A (en) * | 1992-03-27 | 1993-07-14 | Harvey John Hoar | Walk-in incubator. |
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 |
Also Published As
Publication number | Publication date |
---|---|
IT8224337A1 (en) | 1984-05-19 |
GB2109836B (en) | 1985-08-21 |
IT1153088B (en) | 1987-01-14 |
EP0094397A1 (en) | 1983-11-23 |
ZA828567B (en) | 1983-09-28 |
GB2109836A (en) | 1983-06-08 |
AU9121982A (en) | 1983-06-01 |
IT8224337A0 (en) | 1982-11-19 |
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