EP0118957A2 - Method for constructing a building, and building constructed in accordance with said method - Google Patents
Method for constructing a building, and building constructed in accordance with said method Download PDFInfo
- Publication number
- EP0118957A2 EP0118957A2 EP84200330A EP84200330A EP0118957A2 EP 0118957 A2 EP0118957 A2 EP 0118957A2 EP 84200330 A EP84200330 A EP 84200330A EP 84200330 A EP84200330 A EP 84200330A EP 0118957 A2 EP0118957 A2 EP 0118957A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- building
- houses
- supporting
- house
- floor
- 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.)
- Granted
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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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
- E04B1/34807—Elements integrated in a skeleton
Abstract
Description
- The invention relates to a method for constructing a building with two or more stories, of which at least the first story comprises one or more houses, and to a building constructed in accordance with said method.
- Although nowadays at constructing such a building prefabricated building elements are already often used, which building elements are included in the construction, the main portion of the work nevertheless is done at the building site with the known building methods. Due to the circumstances at this building site the work is relatively time consuming, while further time is lost by the movements of the working-men through the building and moving the required tools. Moreover, the work can be made impossible by the weather conditions.
- The invention aimes to provide a method of the above-mentioned kind, by which said disadvantages are obviated in a simple but nevertheless effective manner.
- To this end the method of the above-mentioned kind is characterized in that at least two supporting contructions extending along the whole depth and heigth of the building are erected at a distance from each other each on a corresponding main foundation, wherein-at least for the first and next stories a bearing floor is provided between two adjacent supporting constructions,wherein fully prefabricated houses each having its own supporting floor, upstanding walls and a ceiling are placed on supporting blocks on the bearing floors, wherein main lines for electricity, sewerage and the like are led through vertical line shafts provided in the supporting constructions, and each house is connected to these main lines by means of connection lines which are led through the space between the floor of the house and the bearing floor.
- Because the main supporting structure of the building, the houses and the required lines are completely separated from each other in accordance with the invention, at least the houses can be supplied to the building site as fully prefabricated parts so that the most labour intensive work can take place under ideal circumstances in a factory and the building time at the building site can be restricted to a minimum. Of course, the supporting constructions also can be builded up with prefabricated concrete elements in a known manner.
- Preferably, each house is composed of one or more prefabricated sections, wherein the sections of one house are joiningly placed on the bearing floor and are coupled with each other. Thereby, different house types can be simply manufactured in the factory, while the transport from the factory to the building site will give no problems.
- The invention further relates to a building,comprising two or more stories, of which at least the first story comprises one or more houses, which building in accordance with the invention is characterized in that at least two supporting constructions extending along the whole depth and heigth of the building and lying at a distance from each other each are supported on a corresponding main foundation, wherein at least for the first and next stories a bearing floor is provided between at least substantially each two adjacent supporting constructions, while each bearing floor sup- ports at least one house on supporting blocks, said house having its own supporting floor, upstanding walls and a ceiling, wherein connection lines of each house for electricity, sewerage and the like are led to a vertical line shaft through the space between the floor of the house and the bearing floor, which line shaft is formed in an adjacent supporting construction and in which line shaft the connection lines are connected to corresponding main lines.
- Besides the advantages of the method according to I the invention already mentioned, the building according to the invention shows the advantage that each house can be removed from the building in a simple manner so that, for example at fire-damage in a house, said house can be taken away and be replaced immediately by a new house. At a change of the needs 35 of the users, it further is possible to easily adapt the houses to the new needs. Because each house already is provided with its own supporting floor, upstanding walls and a ceiling, the heat and sound insulation of the house are very good.
- The sound insulation between houses lying above each other can be improved if blocks having a felt layer are provided between the floor of each house and the corresponding supporting blocks.
- The invention will hereinafter be further explained by reference to the drawings in which an embodiment of the building according to the invention is shown.
-
- Fig. 1 is a schematical partially shown cross-section of an embodiment of the building according to the invention.
- Fig. 2 schematically shows a cross-section of the building of fig.l according to the line II-II.
- Fig. 3 shows a floor-plan of two houses with adjacent supporting constructions.
- Fig. 4 partially shows a cross-section of a section of a house during placing the same.
- Fig. 1 partially shows a cross-section of a building comprising three stories. The building shown includes a plurality of supporting
constructions 1, only two of which can be seen in fig. 1. The supportingconstructions 1 lie at a distance from each other and extend along the whole depth and heigth of the building as appears from fig. 1 and 2. The supportingconstructions 1 which are builded up from prefabricated concrete elements for example, each are supported on a corresponding main foundation 2. - Between two adjacent supporting constructions 1 a ; bearing
floor 3 is provided on the first and second story, which bearing floor is made of prestressed hollow floor elements. The bearingfloor 3 of the upper story supports on supportingblocks 4 onehouse 5 composed of four sections 6 coupled with each other. The bearingfloor 3 of the first story supports on supportingblocks 4 twohouses 7, 8 each composed of two sections 6. - At the ground story two
houses constructions 1, wherein thehouse 9 is composed of three sections 6 and thehouse 10 consists of one section. Thehouses secundary foundation 11. It is noted that as an alternative it is possible to provide a self-supporting floor at the ground story between the supporting constructions l,whereby a business accommodation, for example a shop, can be formed at the ground story. - As appears from fig. 3, a house may also include a portion of a section 6 so that a number of house types can be formed.
- Preferably, the sections 6 have a width of 270 cm, while the inside depth of the sections 6 amount up to + 1080 cm. At the embodiment shown, the distance between two adjacent supporting
constructions 1 amounts up to 1080 cm so that four sections can be accommodated between two adjacent supportingconstructions 1. The distance between two adjacent supportingconstructions 1 can be varied between 270-1350 cm in steps of 270 cm, as desired. - As shown in fig. 1, 2 and 3 each section 6 comprises its own supporting
floor 12,upstanding walls 13 and aceiling 14 and thus forms an independent unit which can completely be prefabricated in a factory so that the sections 6 can be supplied to the building site as prefabricated units. - The supporting structure of the building shown, which consists of the supporting
constructions 1 and the intermediate bearingfloors 3 and thesecundary foundations 11, is completely separated from the houses of the building. Said supporting structure can be builded up from prefabricated concrete elements in a known manner. - The construction of the building described takes place as follows:
- When the piling is done in a usual manner and the foundation is poured, the supporting
constructions 1 are built up on the corresponding main foundations 2. Between two adjacent supportingconstructions 1 bearingfloors 3 are provided for the first and next stories. Supporting blocks for supporting the houses are placed upon these bearing floors. Subsequently two guidingrails 15 extending in the depth direction of the building are placed at the location of a section 6 to be mounted, which guidingrails 15 rest upon adjusting blocks 16 (see fig. 2 and 4). The section 6 to be mounted is placed with its supportingfloor 12 upon aframe 17 equipped withwheels 18 on both sides. By means of a crane or the like, theframe 17 with the section 6 is put with itswheels 18 upon the guidingrails 15 projecting out of the building, whereafter the frame is rolled into the building. Theframe 17 is provided with schematically indicatedjacks 19, by means of which the section 6 can be raised with respect to the frame so thatblocks 20 with afelt layer 21 can be mounted between the supportingblocks 4 and the floor l2 of the section, upon whichblocks 20 the section 6 is lowered subsequently. Thereafter, theframe 17, the guidingrails 15, and the adjustingblocks 16 can be removed again. - The sections 6 of the houses at the ground story can be placed in a corresponding manner wherein, however, the guiding rails are supported by brackets (not shown) which are carried by supporting
blocks secundary foundation 11, respectively. - When the sections 6 are mounted at a story between two supporting
constructions 1, the joints between the sections belonging to one house can be finished, whereafter the work within the house is ready. Further, the houses can be provided with a usual face boarding at the building site. - The houses further have to be connected to the electricity supply, the sewerage and the like. To this end, main lines (not shown) for electricity, sewerage and the like are led through
vertical line shafts 24 in the supportingconstructions 1. Each house on the first and next stories are connected to these main lines by means of connection lines (not shown), which are led through the space between thefloor 12 of the house and the bearingfloor 3 to the line shafts -24 in a simple manner. The houses at the ground story can be connected to the main lines extending under these houses at any location. - From the above it will be clear that the work to be done at the building site is restricted to a minimum. Especially the labour intensive finishing of the houses can be avoided completely because the houses are supplied to the i building site in the form of fully prefabricated sections.
- Because the houses are composed of one or more sections, many house types can be manufactured in the factory. Moreover, it is possible to remove a house from the building, for example when the house is seriously damaged by fire. At a change of the needs of the user, the houses may easily be adapted to the new needs.
- For the houses at the first and second stories a
balcony 25 is suspended between the adjacent supporting constructions. Thebalconies 25 are preferably made from prestressed concrete elements. - At the building shown in the drawings each supporting
construction 1 is made as a staircase-well, through which staircase-well the separate houses are accessible. As shown in fig. 3,storages 26 for the adjacent houses are provided in the staircase-wells. Further,cupboards 27 for utility meters are mounted in the staircase-wells, in which cupboards the usual meters of the public utilities are accommodated. - As shown in fig. 1 and 2 the supporting
constructions 1 between which the houses are lying support aroof 28 which is built up from plastic panels having a width of 240 cm for example, which plastic panels are made in a factory and only have to be mounted in site. Each supportingconstruction 1 also supports acorresponding roof 29. - From the cross-section of fig. 2 it appears that the houses of the successive stories are staggered in the depth direction of the building. At one side of the building the
balconies 25 project and at the other side of the building the bearingfloors 3 project outwardly with respect to the underlying houses. Moreover, theroof 28 projects outwardly at both said sides with respect to the underlying houses. By this staggered construction the direct sun irradiation of the houses during the hot periods of the year is substantially reduced. - It is noted that the sound insulation between the houses, in particular in vertical direction is extremely well because the houses are suspendently placed.
- As the sections can be manufactured in a factory under ideal circumstances it is also possible to pay good attention to the heat insulation of the houses. Preferably, the sections are manufactured according to the wood construction method, wherein a rockwool insulation layer with a thickness of 95 mm is applied in the walls, the ceiling and the floor.
- By the application of the method described buildings of different types can be constructed. It is possible to construct both buildings with houses and office buildings and the like. Because the connection lines can be led freely through the space under the floor of the sections the designer of the building is completely free in designing the houses or offices.
- Further, the building shows the advantage that if the building is made as a gallery flat, the gallery can be suspended between each two adjacent supporting constructions at the level of the corresponding bearing floor in order to prevent passing people from looking in.
- The invention is not restricted to the above-described embodiment which can be varied in a number of ways within the scope of the invention.
Claims (12)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL8300888A NL8300888A (en) | 1983-03-11 | 1983-03-11 | METHOD OF CONSTRUCTING A BUILDING AND APPLICATION OF THIS METHOD OF CONSTRUCTIONED BUILDING |
NL8300888 | 1983-03-11 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0118957A2 true EP0118957A2 (en) | 1984-09-19 |
EP0118957A3 EP0118957A3 (en) | 1986-02-19 |
EP0118957B1 EP0118957B1 (en) | 1988-12-28 |
Family
ID=19841536
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19840200330 Expired EP0118957B1 (en) | 1983-03-11 | 1984-03-09 | Method for constructing a building, and building constructed in accordance with said method |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0118957B1 (en) |
DE (1) | DE3475809D1 (en) |
NL (1) | NL8300888A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0462790A1 (en) * | 1990-06-19 | 1991-12-27 | Masa-Yards Oy | A building and building method |
ITAQ20130002A1 (en) * | 2013-02-06 | 2014-08-07 | Berardinis Pierluigi De | TEMPORARY STRUCTURE FOR BUILDING |
WO2015097226A3 (en) * | 2013-12-23 | 2015-09-24 | GEIGER, Gunter, Grant | Building, in particular a hospital |
CN115413438A (en) * | 2022-09-02 | 2022-12-02 | 江苏徐工工程机械研究院有限公司 | Rear suspension micro-motion control system and method and tractor |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1445710A (en) * | 1965-06-04 | 1966-07-15 | Multi-storey building | |
GB1067888A (en) * | 1965-10-15 | 1967-05-03 | Robert Nunan | A prefabricated building system |
FR1514909A (en) * | 1962-01-11 | 1968-03-01 | Truscon Ltd | Method of constructing buildings and a construction element suitable for this method |
DE2013044A1 (en) * | 1969-03-20 | 1970-11-05 | National House Industrial Company, Ltd., Kadoma-City, Osaka; Nihon Architects Engineers & Consultant, Inc., Tokio;; (Japan) | building |
US3712008A (en) * | 1970-10-16 | 1973-01-23 | T Georgiev | Modular building construction system |
FR2142887A1 (en) * | 1971-06-25 | 1973-02-02 | Ortmann Frank | |
US3721056A (en) * | 1970-09-03 | 1973-03-20 | Warner | Vertical modular construction having insertable units |
-
1983
- 1983-03-11 NL NL8300888A patent/NL8300888A/en not_active Application Discontinuation
-
1984
- 1984-03-09 DE DE8484200330T patent/DE3475809D1/en not_active Expired
- 1984-03-09 EP EP19840200330 patent/EP0118957B1/en not_active Expired
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1514909A (en) * | 1962-01-11 | 1968-03-01 | Truscon Ltd | Method of constructing buildings and a construction element suitable for this method |
FR1445710A (en) * | 1965-06-04 | 1966-07-15 | Multi-storey building | |
GB1067888A (en) * | 1965-10-15 | 1967-05-03 | Robert Nunan | A prefabricated building system |
DE2013044A1 (en) * | 1969-03-20 | 1970-11-05 | National House Industrial Company, Ltd., Kadoma-City, Osaka; Nihon Architects Engineers & Consultant, Inc., Tokio;; (Japan) | building |
US3721056A (en) * | 1970-09-03 | 1973-03-20 | Warner | Vertical modular construction having insertable units |
US3712008A (en) * | 1970-10-16 | 1973-01-23 | T Georgiev | Modular building construction system |
FR2142887A1 (en) * | 1971-06-25 | 1973-02-02 | Ortmann Frank |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0462790A1 (en) * | 1990-06-19 | 1991-12-27 | Masa-Yards Oy | A building and building method |
ITAQ20130002A1 (en) * | 2013-02-06 | 2014-08-07 | Berardinis Pierluigi De | TEMPORARY STRUCTURE FOR BUILDING |
WO2015097226A3 (en) * | 2013-12-23 | 2015-09-24 | GEIGER, Gunter, Grant | Building, in particular a hospital |
US10167645B2 (en) | 2013-12-23 | 2019-01-01 | Gunter Geiger | Building, in particular a hospital |
US10883287B2 (en) | 2013-12-23 | 2021-01-05 | Gunter Geiger | Building, in particular a hospital |
CN115413438A (en) * | 2022-09-02 | 2022-12-02 | 江苏徐工工程机械研究院有限公司 | Rear suspension micro-motion control system and method and tractor |
CN115413438B (en) * | 2022-09-02 | 2023-07-04 | 江苏徐工工程机械研究院有限公司 | Rear suspension inching control system, method and tractor |
Also Published As
Publication number | Publication date |
---|---|
DE3475809D1 (en) | 1989-02-02 |
EP0118957B1 (en) | 1988-12-28 |
EP0118957A3 (en) | 1986-02-19 |
NL8300888A (en) | 1984-10-01 |
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