EP0183541A2 - Réalisation d'une maison - Google Patents
Réalisation d'une maison Download PDFInfo
- Publication number
- EP0183541A2 EP0183541A2 EP85308623A EP85308623A EP0183541A2 EP 0183541 A2 EP0183541 A2 EP 0183541A2 EP 85308623 A EP85308623 A EP 85308623A EP 85308623 A EP85308623 A EP 85308623A EP 0183541 A2 EP0183541 A2 EP 0183541A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- pillar
- house
- floor
- steel
- wall
- 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- Withdrawn
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
- E04B1/18—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
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/02—Dwelling houses; Buildings for temporary habitation, e.g. summer houses
-
- 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
- E04B2001/2406—Connection nodes
-
- 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
- E04B2001/2421—Socket type connectors
-
- 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
- E04B2001/2451—Connections between 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2676—Connector nodes
Definitions
- This invention relates primarily to a novel method of constructing substantially wooden houses.
- a client makes out a room arrangement plan and a builder builds the house on the basis of this room arrangement plan.
- the client demands an alteration, e.g., in the size of a room or of the location of a living room, for example, it is generally difficult to comply with such a demand by changing the size or position of the room.
- alteration is not possible without partial amendment of the structural calculation, otherwise some structural parts will be stressed undesirably.
- An alteration such as an increase or decrease in a room size, is also difficult in rebuilding or extending a house.
- the alteration requires, e.g. removal of inner walls which is improper for, or conflicts with, the structural arrangement, or fails to meet the remodelling plan.
- alteration requires a high building cost, for example constructing reinforcements which are often necessary in such cases.
- a two-by-four constructional method which uses no pillars, by using panels bonded by adhesives. According to this method, an alteration of a plan, such as removal of inner walls, is difficult and often causes an undesirable effect on the structure.
- An object of the invention is to provide a constructional method for a substantially wooden house, which enables an alteration of the size of a room, either larger or smaller, an increase in the number of rooms by sectioning a room, or other free alteration of the room arrangement so that the house is variously remodelled according to a family make-up, or owner's needs.
- Another object of the invention is to provide a constructional method for a substantially wooden house, which enables easy alteration as mentioned above, not only when a house is being constructed, but also when rebuilt or extended.
- Still another object of the invention is to provide a substantially wooden house, which can be constructed at a low cost, and which can be altered without causing any structural influence, and without any additional reinforcing construction, when an alteration of the room arrangement or remodelling or extension as mentioned above, are required to be performed, e.g., even by pulling down all inside room walls.
- a further object of the invention is to provide a substantially wooden house which can follow the recent open plan tendency of installing less walls and sectioning a room by furniture, and to provide a constructional method which offers, in addition to the above-described advantages such as free rearrangement of rooms, an adaptability to future needs and styles of house utilization.
- a still further objection of the invention is to provide a constructional method for a substantially wooden house which permits a variety in the shape and size of the peripheral walls, thus enabling building of wooden houses of a variety of design.
- a method of constructing a substantially wooden house comprises erecting a vertical steel pillar on a foundation; forming an outer wall around and spaced apart from the pillar; and providing a floor without providing any further vertical support in the space inside the outer wall.
- a constructional method for a substantially wooden house having a single full-length-pillar constituated by a steel pipe comprising: vertically situating the steel pipe on a foundation; forming outer walls around and apart from the steel pipe; joining at least one arm member to the full-length-pillar, the arm member having a means for adjusting the distance between the full-length-pillar and the associated outer wall; and forming a floor without providing any pillar in the space defined by the outer walls except the full-length-pillar constituted by the steel pipe.
- the invention also includes a substantially wooden house comprising a steel pillar which is, or is arranged to be, erected vertically on a foundation; outer wall parts which are, or are arranged to be, erected around, but spaced from, the pillar; and a floor which is, or is arranged to be, supported by and between the pillar and the outer wall parts without any further vertical support inside the outer wall parts.
- one steel pipe 2 is installed as a full height pillar on a foundation l, as shown in Figure 2.
- This steel pipe may be hollow and have a circular section, as shown in Figure 1, or may have rectangular section as shown in Figure 4.
- Figure 3 shows the details of the foundation 1.
- a ground still 3 is fastened by anchor bolts 4 on the foundation 1 placed on the ground, and the steel pipe 2 is connected thereto.
- lines 5 represent foundation reinforcement.
- Outer walls 6 are erected around the above steel pipe 2, as shown in Figure 1.
- Outer walls 6, e.g. panels of plywood or other essentially wooden construction are arranged in a regular square, as shown in Figure 1, and supported by eight pillars 7, e.g.
- the outer walls 6 are, for example, arranged in a 7.2 m square, with the pillars 7 arranged at an interval of 3.6 m.
- the walls are preferably constructed in the manner of prefabricated houses, from wall panels of 3.6 m width.
- the steel pipe 2 forming the pillar is installed vertically at the very middle, and the outer walls 6 are in the regular square around the steel pipe 2.
- no pillar is provided except the steel pipe 2, as will be seen from Figure 1.
- Essentially wooden floors 9 extend from the steel pipe 2, as shown in Figure 2 and Figure 5. That is, the floors 9 are constructed and secured to the steel pipe 2 with fastening bolts.
- the invention provides a basic constitution wherein the one steel pipe 2 is vertically installed at the centre, as shown in Figure 2, followed by finishing the outer walls 6 and the floors 9. Accordingly, the inner space 8 is not provided with any pillar except the steel pipe 2 so that the space can be used in accordance with any desired room arrangement.
- the central steel pipe 2 therefore sustains with surplus strength the load including the weights of the floors 9 and a ceiling 10 which are constructed as shown in Figure 5.
- an attic space 12 (refer to Fig. 5) defined by the ceiling 10 of the second floor and a roof 11 is constructed so as to provide a storage space.
- Figure 6 shows the finished state of the essentially wooden house, but partially having a steel construction. Conventional timber structure for wooden houses can be applied for the finish.
- a steel member is provided at the middle of a house around which outer walls are finished, whereby the space includes no pillars except the steel member, so that it is possible for the space to be freely varied according to choice and needs.
- the space can be partitioned and varied from its basic form to optional forms.
- the second floor may be partitioned into rooms 13, 14 and a living room 15, as shown in Figure 7 and it is possible for the space 8 to be provided with a variety of different sections (not shown).
- the method of the invention ensures that the inner space of the house is easily rearranged according to the change of a family make-up or house owners' needs, the basic form of the space being divided into a smaller or larger number of rooms.
- the invention enables the residential space matching present and future life styles to be provided by properly siting partition furniture and by partitioning the space to taste, because the space includes no pillars.
- the invention thus provides a substantially wooden house, which has a partial steel construction and is durable and advantageous.
- Conventional wooden houses are sometimes provided with especially thick and long wooden pillars, as well as a multiplicity of studs, resulting in high building cost, and cannot be altered without undesirably influencing, the structural state of the house.
- the invention thus also provides a house which can be constructed in the manner of semi-prefabrication by using members of 3.6 m width for the outer walls and furniture for partitions, thus shortening the construction period remarkably by virture of the simple construction method.
- the full height pillar may be a hollow pipe having circular section, which can then advantageously be utilized for ventilation.
- outer walls need not be arranged in a regular square, but may be arranged in a circle, a polygon such as an octagon, or a rectangle.
- the house according to the invention is not restricted within this size and the floor area can be further increased by devising a bearing means for flooring to a steel member.
- the first example however, has shortcomings in that the outer configuration of the house tends to be limited to a square shape as shown in Figure 1, and in that it is rather difficult to comply with a demand for a variation in the house size.
- Figure 13 is a partial sectional view of the portion marked at "A" in Figure 5 as viewed from the upper side thereof.
- the floor 9 is omitted from this Figure for the purpose of clarification. It will be seen that four beams 16 are directly welded to the full-length-pillar and extend in all four directions. This arrangement does not allow free change of the outer configuration and the size of the house.
- FIG 8 is a detailed perspective view of the portion marked at B in Figure 9 which in turn shows, possibly steel but preferably wooden, beams combined with arm members.
- a beam is shown in a state separated from the arm member.
- Figure 9 shows a portion of the house shown in Figure 5, wherein beams 16 are inserted and connected to arm members 17 which are joined to the pillar 2, which is similar to that of the first example.
- the pillar 2 is constitued by a heavy-duty steel pillar having a substantially square cross-section and capable of withstanding a heavy vertical load of, for example, 56 tons.
- the arm member 17 may be made of tubular steel having a rectangular cross-section as illustrated.
- Figure 10 shows a section taken on the line II-II of Figure 9.
- the arm members 17 are joined to the pillar 2 by, for example, welding.
- the length and the number of the arm members 17 are suitably selected in accordance with the configuration and size of the house to be constructed.
- the upper wall portion of each arm member 17 is partially removed at its end such as to provide a receptacle portion of U-shaped cross-section as shown in Figure 8, and the beam is inserted into the receptacle portion from the upper side thereof.
- the beam 16 is fixed to the arm member 17 by means of, for example, bolts.
- a plate member 18 In order to ensure a high strength at the juncture between the pillar 2 and the arm members 17, it is useful to secure a plate member 18 as shown in Figure 11. Needless to say, for attaining a higher rigidity of the connection, a plate member 18 may be secured at both the upper and lower sides of the connection, although in the illustrated case the plate member 18 is provided only on the upper side of the arm members 17.
- This second example offers the following advantages.
- the beams are connected to the central pillar through the intermediaries of arm members which permits a free selection in the distance between the pillar and the outer walls and, hence, a free selection in the outside dimensions and configuration of the house, thus allowing construction of a variety of house designs.
- the distance between the pillar and the outer wall can be increased such as to allow the overall house size to be upwards from a minimum size of, for example, 100 m 2 .
- the essentially wooden house constructed in accordance with this second method can have a generally rectangular plan, provided that two types of arm members 17 having different lengths are used as shown in Figure 12. It is possible even to obtain a polygonal plan, such as octagonal, or a substantially circular plan by suitably selecting the number and positions of the arm members, thus meeting a variety of demand.
- the provisions of the arm members facilitate the connection of the beam to the central pillar and contributes to the shortening of the construction period.
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24969184A JPS61130535A (ja) | 1984-11-28 | 1984-11-28 | 木造住宅の組立工法 |
JP249691/84 | 1984-11-28 | ||
JP22041/85 | 1985-02-08 | ||
JP2204185A JPS61183534A (ja) | 1985-02-08 | 1985-02-08 | 木造住宅の組立工法 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0183541A2 true EP0183541A2 (fr) | 1986-06-04 |
EP0183541A3 EP0183541A3 (fr) | 1987-08-05 |
Family
ID=26359202
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP85308623A Withdrawn EP0183541A3 (fr) | 1984-11-28 | 1985-11-27 | Réalisation d'une maison |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP0183541A3 (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1998038395A1 (fr) | 1997-02-25 | 1998-09-03 | Reinaldo Perez Rayon | Module d'habitation prefabrique empilable |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2651034A1 (de) * | 1976-11-09 | 1978-05-18 | Alois Pfaff | Vorrichtung zur knotenpunktartigen verbindung von holz- bzw. dachlatten |
DE2945279A1 (de) * | 1979-11-09 | 1981-05-21 | Manfred 6341 Lixfeld Glagau | Gebaeude |
FR2479880A1 (fr) * | 1980-04-04 | 1981-10-09 | George Roger | Structure de chalet a base polygonale |
US4442639A (en) * | 1981-11-27 | 1984-04-17 | Lindsey Stanley D | Building structure method |
-
1985
- 1985-11-27 EP EP85308623A patent/EP0183541A3/fr not_active Withdrawn
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE2651034A1 (de) * | 1976-11-09 | 1978-05-18 | Alois Pfaff | Vorrichtung zur knotenpunktartigen verbindung von holz- bzw. dachlatten |
DE2945279A1 (de) * | 1979-11-09 | 1981-05-21 | Manfred 6341 Lixfeld Glagau | Gebaeude |
FR2479880A1 (fr) * | 1980-04-04 | 1981-10-09 | George Roger | Structure de chalet a base polygonale |
US4442639A (en) * | 1981-11-27 | 1984-04-17 | Lindsey Stanley D | Building structure method |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1998038395A1 (fr) | 1997-02-25 | 1998-09-03 | Reinaldo Perez Rayon | Module d'habitation prefabrique empilable |
Also Published As
Publication number | Publication date |
---|---|
EP0183541A3 (fr) | 1987-08-05 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR102334938B1 (ko) | 조립식 체적 건축 모듈의 연결 시스템 및 연결 방법 | |
RU2120002C1 (ru) | Каркас здания | |
US6393774B1 (en) | Construction system for modular apartments, hotels and the like | |
US4525975A (en) | Modular high rise construction utilizing assembly line modules | |
US5640814A (en) | Floor frame assembly for a manufactured home | |
US6076311A (en) | Floor frame assembly for a manufactured home | |
EP1443156A1 (fr) | Structure comprennant des profilés principaux et profilés de croisillon | |
EP0183541A2 (fr) | Réalisation d'une maison | |
US4137679A (en) | Inverted, doubly-curved umbrella, hyperbolic paraboloid shells with structurally integrated upper diaphragm | |
CA1078640A (fr) | Systeme de construction et module prefabrique utilise dans ce systeme | |
JP3754612B2 (ja) | 集合住宅 | |
DE10005872C1 (de) | Raumzelle und aus gleichartigen Raumzellen zusammengesetztes Gebäude | |
US4078344A (en) | Prefabricated building sections or room units and methods for their use in erecting buildings | |
US3975873A (en) | Prefabricated building sections or room units and methods for their use in erecting buildings | |
JPH11247288A (ja) | 柱梁主筋先組中空プレキャストコンクリート柱ユニットおよびこの柱ユニットを用いた柱構築方法 | |
JPH0559229B2 (fr) | ||
JPH06193133A (ja) | 鉄筋コンクリート造を主体とした建物の混合構造 | |
KR950032934A (ko) | 고층 건축물의 시공방법 | |
KR200325599Y1 (ko) | 컨테이너를 이용한 조립식 건물 | |
JPH0235136A (ja) | プレキャスト・プレストレスコンクリート造りの低層住宅及びその工法 | |
JPS6139452B2 (fr) | ||
JP4248349B2 (ja) | ユニット式建物 | |
JPH0536584B2 (fr) | ||
JPH0893137A (ja) | 型枠兼用のプレキャスト柱及びその施工方法 | |
EP1532330A2 (fr) | Construction in situ d'un batiment en beton |
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 |
|
17P | Request for examination filed |
Effective date: 19851209 |
|
AK | Designated contracting states |
Kind code of ref document: A2 Designated state(s): DE FR GB |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): DE FR GB |
|
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: 19880531 |