WO2021245739A1 - Cadre de construction - Google Patents

Cadre de construction Download PDF

Info

Publication number
WO2021245739A1
WO2021245739A1 PCT/JP2020/021589 JP2020021589W WO2021245739A1 WO 2021245739 A1 WO2021245739 A1 WO 2021245739A1 JP 2020021589 W JP2020021589 W JP 2020021589W WO 2021245739 A1 WO2021245739 A1 WO 2021245739A1
Authority
WO
WIPO (PCT)
Prior art keywords
floor
gable
ridge
roof
building
Prior art date
Application number
PCT/JP2020/021589
Other languages
English (en)
Japanese (ja)
Inventor
淳 御厨
和己 土方
輝 広瀬
昭彦 木野村
昇平 木村
Original Assignee
積水ハウス株式会社
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 積水ハウス株式会社 filed Critical 積水ハウス株式会社
Priority to GB2200445.1A priority Critical patent/GB2610450A/en
Priority to AU2020451353A priority patent/AU2020451353A1/en
Priority to PCT/JP2020/021589 priority patent/WO2021245739A1/fr
Priority to US17/627,753 priority patent/US20230077703A1/en
Publication of WO2021245739A1 publication Critical patent/WO2021245739A1/fr

Links

Images

Classifications

    • 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
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
    • E04B7/024—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames the trusses or frames supporting load-bearing purlins, e.g. braced purlins

Definitions

  • the present invention relates to a building frame of a wooden building (or a part thereof) in which at least a part of the roof is a gable roof, including the gable surface.
  • Japanese Unexamined Patent Publication No. 7-54402 Japanese Unexamined Patent Publication No. 7-62900 Japanese Unexamined Patent Publication No. 2002-364189
  • a part of the roof may have an unnatural shape and the appearance may be out of proportion or the harmony with the cityscape may be impaired.
  • the present invention has been made in view of such circumstances, and among houses and other buildings built on sites where restrictions on the height and diagonal lines of the building are strict, in particular, a building built with a wooden frame structure or a similar wooden structure.
  • a building frame suitable for realizing a living room space with a three-dimensional sense of spaciousness and openness in a compact appearance with a reduced height.
  • the present invention is a front-view pentagonal building structure configured including at least one end face of the gable roof in a wooden building in which at least a part of the roof is a gable roof. Therefore, the floor structure surface having a rectangular plan view provided on the floor directly below the gable roof, the side pillars erected at the four corners of the floor structure surface, and the upper ends of the side pillars are connected in the girder direction and are relative to each other.
  • a ridge-bearing pillar that is erected directly under the ridge including at least one end of the roof and supports the ridge tree on the floor structure, and a ridge-holding pillar on the left and right sides of the ridge-holding pillar on the end face are appropriately spaced apart from each other.
  • the floor is provided with a wife surface sub-pillar on the floor structure surface to support a sloped beam on the upper part of the end face, and the floor is provided between the ridge-holding pillar and each end face sub-pillar on the end face.
  • the gabled roof is formed on the floor structure by providing a window that opens from the structure surface to the height of the gust of wind on the gabled surface and bearing the vertical load acting on the gabled roof by the ridge-bearing pillar.
  • the structure is adopted that a beamless space is formed so that the lower chord material of the hut does not cross.
  • a tall window extending from the vicinity of the floor surface of the floor directly below the gable roof to the vicinity of the ridge can be provided in the central portion of at least one gable surface of the gable roof.
  • This window is a continuous window in the vertical direction in which the intermediate portion in the height direction is not divided by the hut beam or other structural materials.
  • the stiffening surface material can be stretched on the portion of the gable surface sandwiched between the gable surface sub-column and the gable surface sub-column.
  • the portion where the stiffening surface material is stretched serves as a structural bearing wall and improves the rigidity of the end surface in the above-mentioned building frame.
  • the floor structure of the directly below floor is supported by the floor beams of the directly below floor arranged around the four circumferences, and the floor structure of the directly below floor is substantially half a floor below the floor structure surface of the directly below floor.
  • the floor structure of the lower floors, which is supported by the floor beams of the lower floors, may be provided at a height of less than a minute.
  • This configuration consists of a floor structure directly below the gable roof and a floor structure on the lower floors below which is separated by a height within approximately half a floor (1.0 to 1.5 m as a guide).
  • the double-floor structure of the building supports the building structure.
  • the floor structure of the floor directly below and the floor structure of the lower floor are structurally integrated by connecting the floor beams surrounding the four circumferences of each floor structure with short columns or face materials.
  • the part between the floor structure of the floor directly below and the floor structure of the lower floor on the wife side is the same as the above-mentioned window extending from the floor directly below to the vicinity of the building. It is also possible to provide a wide window.
  • a stiffening surface material is dropped between the sloped beam at the upper part of the end face and the sloped beam adjacent thereto, and the stiffening surface material is joined to the both sloped beams.
  • the roof surface on which the stiffening surface material is stretched enhances the overall horizontal rigidity of the above-mentioned building frame as a horizontal bearing element of the hut structure.
  • the building frame of the present invention adopts a structure in which the ridge tree is directly supported by the ridge pillars erected on the floor structure of the floor directly below the gable roof, so that the lower strings of the hut beams and the like are directly above the floor directly below.
  • a space with tall windows extending to the vicinity of the ridge between the pillars on the gable side and the sub-pillars on the gable side.
  • It is a 2nd floor plan view of the house. It is a top view of the high 2nd floor and the back floor of a hut of the house. It is a ridge direction sectional view of the house. It is sectional drawing in the direction between beams of the house.
  • It is an elevation view which looked at the house from the front road side.
  • It is a perspective view which shows the building frame of the house schematicly.
  • It is an elevation view of the gable surface of the building frame.
  • It is an elevation view which shows the other structural example of the wall surface of the building frame.
  • It is a partial perspective view which shows the structural example of the sloped roof surface of the building frame.
  • FIG. 1 to 7 and 9 to 11 show a wooden house adopting a building frame according to an embodiment of the present invention.
  • the illustrated house 1 is assumed to be built on a substantially flat site with a site area of about 140 to 200 m 2 located in a type 1 or type 2 low-rise residential area in an urban area or a suburb of the city. ..
  • the right side of the site is in contact with the front road R, and the other three sides are in contact with the adjacent land.
  • This house 1 is built so that it fits in a standard double-decker height, for example, by the wooden frame construction method.
  • 1 to 3 show a planar structure of each floor
  • FIGS. 4 to 7 show a structure of each part of the building in the height direction.
  • This house 1 has a gable roof 12 that flows down from one building 11 on both sides.
  • the slope of the gable roof 12 is, for example, 6/10 (6 inch slope), and a part of the roof on one side (right side in FIG. 6) is laid down slightly below the standard height of the eaves on the second floor. There is.
  • the plan shape of the building body is substantially L-shaped, the building 11 is arranged in the direction orthogonal to the front road R, and the gable surface 13 having the narrower frontage faces the front road R. is doing.
  • the frontage of the gable 13 on the R side of the front road is about 6 m, and the frontage of the gable 14 including the down-roofed portion on the opposite side is about 8 m.
  • the elevation view of FIG. 6 shows the appearance of the wife surface 13 having a narrower frontage from the front road R side.
  • the floor surface of the 1st floor (1F) is about 0.5m above the ground surface of the site and is provided at almost the same level.
  • an entrance hall 101 a living room 102, a dining room 103, a kitchen 104, a Japanese-style room 105, a bathroom 106, a washroom / dressing room 107, a toilet 108, a storage room 109, and the like are provided.
  • the living room 102 is arranged facing the wife surface 13 on the R side of the front road, and is spatially integrated with the dining room 103 and the kitchen 104.
  • a staircase 110 leading to the second floor (2F) is provided between the Japanese-style room 105 and the toilet 108.
  • the floor surface of the 2nd floor is arranged so as to overlap a part of the upper area of the 1st floor.
  • the floor surface of the second floor is provided at a position about 3.0 m higher than the floor surface of the first floor, and the ceiling height of the first floor directly below the second floor is about 2.5 m.
  • a staircase hall 201 On the second floor, a staircase hall 201, a Western-style room 202 used as a master bedroom, a walk-in closet 203, a study corner 204, a toilet 205, etc. are provided.
  • a stairwell 206 Above the living room 102 on the first floor is a stairwell 206.
  • a storage room 207 on the second floor is provided above the entrance hall 101 on the first floor.
  • This second floor is continuous to the second floor (H2F), which is located approximately half a floor higher, through the skip stairs 208.
  • the floor surface of the second floor which is substantially equivalent to the 2.5th floor, overlaps the atrium 206 above the living room 102 and the storage room 207 on the second floor, and covers the entire frontage of the gable 13 on the R side of the front road. It is arranged like this.
  • the floor surface of the second floor is provided at a position about 1.3 m higher than the floor surface of the second floor, and the ceiling height of the first floor directly below the second floor is about 3.8 m.
  • the ceiling height of the second floor storage room 207 provided at the position where the floor surface of the second floor and the floor surface of the second floor partially overlap each other is about 1.0 m.
  • the storage room provided under the floor of the skip floor in this way has a ceiling height of 1.4 m or less, its horizontal projection area is less than half of the floor area of the floor (second floor), and is directly below. If it is less than 1/2 of each floor area of the floor (1st floor) and the floor directly above (high 2nd floor), the floor area is not included in principle. (Handling may differ depending on the municipality.)
  • the staircase hall 301, Western-style room 302, storage room 303, 304, etc. are provided on the second floor.
  • the Western-style room 302 is arranged so as to cover the frontage of the gable 13 including the portion directly below the building 11, and is used as, for example, a children's room.
  • the ceilings of the Western-style room 302 and the storage cases 303 and 304 are formed as a ship bottom-shaped sloped ceiling (worship ceiling, house-shaped ceiling) along the slope of the gable roof 12, and are integrated with the back of the hut of the gable roof 12.
  • the height of the ceiling is about 1.6 m near both ends of the gable surface 13 and about 3.3 m directly under the ridge 11.
  • the second floor of the high school is connected to the back floor (LF) of the hut through the skip stairs 305 installed just below the building 11.
  • the floor of the back floor of the hut is provided at a position about 1.5 m higher than the floor of the second floor, and the ceiling height of the second floor directly below the back floor of the hut is about 2.5 m.
  • a storage compartment 401 behind the cabin is provided, which has a frontage of about 3.0 m centering directly under the building 11.
  • the ceiling of the hut back storage room 401 is also a sloped ceiling along the slope of the gable roof 12, and the height of the ceiling is about 0.9 m on both sides in the flow direction of the roof and about 1.8 m directly under the ridge 11. ..
  • the height of the floor surface of the first floor (1F) is about 0.5 m
  • the height of the floor surface of the second floor (2F) is about 3.5 m.
  • the height of the floor on the second floor (H2F) is about 4.8 m
  • the height of the eaves (the height to the upper surface of the eaves girder 15 that supports the hut) is about 6.5 m
  • the height of the floor is about 8.3m.
  • FIG. 7 is a diagram schematically showing the configuration of the floor surface of each floor of the house 1.
  • a space composition that combines a skip floor in which the height of the floor surface is changed by approximately half a floor along the direction of the building 11 and a sloping ceiling along the slope of the gable roof 12, the entire space is adopted.
  • it has a standard two-story height, it is possible to provide a high ceiling space (living room 102 on the first floor and Western room 302 on the second floor) that overlaps two layers above and below along one of the wife faces 13. It will be possible.
  • These high-ceiling spaces are 1.3 to 1.5 times as high as the living rooms provided in a standard double-decker building, and are full of openness. Further, the high ceiling space and the other rooms are continuous in a skip shape, so that a feeling of expansion in the vertical direction is formed in the entire room.
  • the main part of the present invention is the building frame for realizing such a space.
  • the building frame of the house 1 according to the embodiment will be described in detail.
  • a hut frame frame with a triangular cross section is placed on a wooden frame frame, a hut beam, a land beam, a connecting beam, etc. are usually placed at the base of the triangle, as schematically shown in FIG. 8 (a).
  • a lower chord member 91 called is bridged to prevent both ends of the triangle from opening.
  • the bundle members 92 and 93 are erected on the lower chord member 91 to support the purlin 94 arranged at the apex of the triangle and the slope beam 95 erected on the hypotenuse of the triangle.
  • the lower chord member 91 will cross the ceiling portion of the space directly under the cabin.
  • a ridge-holding pillar 97 is erected on the floor structure surface 96 on the floor directly below the gable roof, and the ridge-holding pillar 97 directly supports the purlin 94.
  • the structure is adopted.
  • the pentagonal structure surface is stably maintained, and the triangular lower chord member 91 can be omitted.
  • the floor structure 33 on the second floor (H2F), which is the floor directly below the girder roof 12, and the floor structure 33 are erected at the four corners.
  • a pentagonal building structure with a front view is formed by a plurality of erected slope beams 21 and a ridge tree (building girder) 34 connecting the upper ends of the slope beams 21 in the direction of the ridge 11.
  • this building frame is configured to include at least one gable surface 13 located on the outer periphery of the building, the gable surface on the opposite side of the floor structure surface 33 may be continuous with the other part of the building.
  • the side pillar 23 may be a through pillar erected from the first floor or a pipe pillar erected on the floor structure 33 on the second floor.
  • the center of the side of the floor structure 33 on the second floor on the wife side 13 and the ridge pillar 17 erected in the center of the opposite side about 3 m away from the ridge 11 are the purlin 34. It directly supports both ends of the.
  • the lower end of the ridge-holding pillar 17 is erected on the floor beam 24 surrounding the floor structure 33 on the second floor in a beam-winning state, and the upper end of the ridge-holding pillar 17 is relative to the ridge tree 34. It is joined to the pillar win.
  • the lower end of the ridge-holding pillar 17 may be joined to the floor beam 24 in a pillar-winning manner, and the upper end of the ridge-holding pillar 17 may be joined to the ridge-bearing pillar 17 in a ridge-winning manner (girder-winning). May be good.
  • the length of the ridge-holding pillar 17 in the exemplary embodiment is 3.3 to 3.4 m, and the cross-sectional shape is substantially square.
  • the wind resistance can be improved by forming the cross-sectional shape into a rectangle long in the ridge 11 direction. If the length of the floor structure 33 on the second floor along the direction of the ridge 11 exceeds 5 m as a guide, an additional ridge pillar (not shown) will be erected in the middle of the ridge 34. It is preferable to support the middle part of the.
  • the gable sub-pillar 19 is erected at appropriate intervals (about 1 m in the exemplary embodiment). Similar to the ridge-holding pillar 17 of the gable surface 13, the gable surface sub-pillar 19 also has its lower end erected on the floor beam 24 surrounding the floor structure surface 33 on the second floor in a beam-winning state, and the upper end thereof. Is joined to the inclined beam 21 on the upper part of the gable surface 13 in a pillar-like manner.
  • the lower end of the gable sub-column 19 may be joined to the floor beam 24 in a column-winning manner, or the upper end of the gable-face sub-column 19 may be joined to the slope beam 21 in a beam-winning manner. good.
  • a vertically long window 51 extending from the floor structure 33 on the second floor to the height of the gable of the gable 13 is provided.
  • the "height of the gable" is at least a position higher than the line connecting the eaves girders 15 horizontally (the bottom of the triangle of the hut: see FIG. 5).
  • the window 51 is a window having continuity in the vertical direction in which the intermediate portion thereof is not divided by the hut beam or other structural materials.
  • the wall surface having a width of about 2 m sandwiched between the portion of the gable surface 13 other than the window 51, that is, the gable surface sub-pillar 19 and the side pillars 23 erected at both corners of the gable surface 13, is appropriately short.
  • Beams 22 and the like are joined to each other, and stiffening surface materials such as structural plywood are stretched to form bearing walls 35 that sandwich the window 51 from the left and right.
  • stiffening surface materials such as structural plywood
  • the floor structure 33 on the second floor (H2F) supporting the ridge-holding pillar 17 and the wife side sub-pillar 19 is the second floor (lower floor) which is approximately half a floor lower than that. It is erected so as to overlap the floor structure 32 on the 2nd floor). Then, the floor beam 24 surrounding the floor structure 33 on the second floor and the floor beam 25 surrounding the floor structure 32 on the second floor are integrated via the short pillar material 18 and the stiffening surface material (not shown). A bearing wall 36 is also formed between the second floor and the second floor.
  • the front surface while suppressing the cross-sectional dimensions of the members such as the floor beams 24 and 25.
  • the stability of the pentagonal building frame can be further improved.
  • the shaded portion in FIG. 10 shows the portion of the gable surface 13 that becomes the bearing wall 35, 36.
  • the floor structure of the back floor (LF) of the hut which is located approximately half a floor higher than the second floor, is supported by the hut beams 16 (see FIG. 9) erected at the height of the lower chord material of the hut assembly. Has been done.
  • the window 51 of the gable surface 13 described above can be extended downward to the vicinity of the floor surface on the second floor. That is, if the bearing wall 36 provided between the floor structure 33 on the second floor and the floor structure 32 on the second floor is arranged so as to have the same width as the portion above the second floor, it becomes the second floor.
  • a short window 52 having the same width as the above-mentioned window 51 can also be provided in the portion between the second floor and the second floor.
  • the window 51 further enhances the feeling of openness of the living room 102 on the first floor.
  • the window 52 and the window 51 above the second floor of the high floor are structurally separated by a floor beam 24 supporting the floor structure surface 33 of the second floor of the high floor, but they are visually divided. The impression is that they are continuous in the vertical direction with the same width.
  • FIG. 11 shows other configuration examples of windows 51 and 52 and bearing walls 35 and 36 provided on the gable surface 13 of this building frame.
  • two gable-faced sub-pillars 19 are erected on the left and right sides of the ridge-holding pillar 17 at approximately equal intervals (0.75 m in the exemplary embodiment), and a total of four locations are located between them.
  • Window 51 is formed.
  • a total of four windows 52 are formed between the floor structure 33 on the second floor and the floor structure 32 on the second floor so as to have the same width as the upper window 51.
  • the opening width of these windows 51 and 52 is about 3 m in total, and extends to about 1/2 of the frontage of the gable surface 13.
  • the wall surface having a width of about 1.5 m sandwiched between the outer side pillar 19 and the side pillars 23 at both corners is a bearing wall 35 similar to the above-mentioned form.
  • the gable surface 13 having a frontage of approximately 6 m or less
  • a tall window 51 having a width of up to about 1/2 of the frontage can be provided in the center thereof so that the lower chord material of the hut does not cross.
  • this building frame can enhance the horizontal resistance of the entire frame against wind power or the like by attaching the stiffening surface material 37 to the sloped roof surface.
  • the stiffening surface material 37 to the sloped roof surface.
  • Stiffening surface members 37 are attached to a total of three places between the inclined beam 21) so as to be symmetrical in both flow directions with the ridge 11 interposed therebetween.
  • the arrangement of the roof end portion other than the stiffening surface member 37 attached along the end surface 13 may be appropriately set according to the size of the roof surface, the arrangement interval of the slope beams 21, and the like.
  • the stiffening surface member 37 is made of structural plywood or the like, is dropped between the opposing inclined beams 21, and each long side is joined to a receiving member 38 attached to the side surface of each inclined beam 21. .. In some cases, in addition to this, the short side of the stiffening surface member 37 may be joined to an appropriate receiving member or the like attached to the purlin 34, the eaves girder 15, or the like.
  • the corner portion of the bottom surface of the hut (in the exemplary embodiment, the short beam 22) is normally used. It is possible to omit the flint member and other reinforcing members attached to the joint portion with the eaves girder 15. As a result, the beamless space formed above the second floor can be made even more refreshing.
  • the present invention is applied to a building structure in which at least a part of the roof is a gable roof, and the part directly below the gable roof ridge, including at least one side of the gable surface, is applicable.
  • the structure of the building structure other than the part is not particularly limited.
  • the floor corresponding to the "directly lower floor" of the gable roof may be substantially the first floor or the third floor or higher.
  • the present invention can be applied not only to a building structure in which the shape of the gable is symmetrical across the ridge, but also to a building structure in which the shape of the gable is slightly asymmetrical.
  • the present invention can be applied not only to a building frame made of a wooden frame structure, but also to various wooden building structures having a panel structure, a two-by-four structure, or a composite structure thereof, etc.
  • the detailed shape and joining form of the member can also be appropriately modified without departing from the gist of the present invention.
  • the usage and floor plan of each part of the building are not particularly limited to the exemplary form.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Residential Or Office Buildings (AREA)

Abstract

La présente invention concerne la construction stable d'un cadre de construction ayant une forme pentagonale en vue de face en soutenant directement un faîte (11) avec un pilier de support de faîte (17) érigé sur une surface de structure de sol (33) sur un sol situé immédiatement au-dessous d'un toit à pignon (12), et permet d'obtenir un espace sans poutres où des éléments de membrure inférieurs tels que des longrines ne s'étendent pas au-dessus du sol situé immédiatement au-dessous. La présente invention permet également de fournir des fenêtres de grande taille (51), s'étendant de façon continue à proximité du faîte (11), entre le pilier de support de faîte (17) sur une face de pignon (13) et des sous-piliers de face de pignon (19) érigés de chaque côté de celui-ci. Ainsi, un espace de salon offrant une sensation d'étendue tridimensionnelle et une sensation d'ouverture peuvent être obtenus avec un aspect compact.
PCT/JP2020/021589 2020-06-01 2020-06-01 Cadre de construction WO2021245739A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
GB2200445.1A GB2610450A (en) 2020-06-01 2020-06-01 Building frame
AU2020451353A AU2020451353A1 (en) 2020-06-01 2020-06-01 Building frame
PCT/JP2020/021589 WO2021245739A1 (fr) 2020-06-01 2020-06-01 Cadre de construction
US17/627,753 US20230077703A1 (en) 2020-06-01 2020-06-01 Building frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/JP2020/021589 WO2021245739A1 (fr) 2020-06-01 2020-06-01 Cadre de construction

Publications (1)

Publication Number Publication Date
WO2021245739A1 true WO2021245739A1 (fr) 2021-12-09

Family

ID=78830926

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/JP2020/021589 WO2021245739A1 (fr) 2020-06-01 2020-06-01 Cadre de construction

Country Status (4)

Country Link
US (1) US20230077703A1 (fr)
AU (1) AU2020451353A1 (fr)
GB (1) GB2610450A (fr)
WO (1) WO2021245739A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021245740A1 (fr) * 2020-06-01 2021-12-09 積水ハウス株式会社 Maison

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017106220A (ja) * 2015-12-09 2017-06-15 積水ハウス株式会社 建物架構

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1656545A (en) * 1926-10-14 1928-01-17 F D Tuthill Company Inc Camp house
US2541784A (en) * 1946-06-22 1951-02-13 Nat Steel Corp Roof construction
US2815831A (en) * 1956-01-09 1957-12-10 Butler Manufacturing Co Column and rafter assembly for rigid frame buildings
US4272930A (en) * 1975-11-04 1981-06-16 Roy H. Smith, Jr. Modular housing system
US4513545A (en) * 1982-09-20 1985-04-30 Hopkins Jr George D Apparatus for and method of constructing, transporting and erecting a structure of two or more stories comprised of a plurality of prefabricated core modules and panelized room elements
CA2193030A1 (fr) * 1996-12-16 1998-06-16 Gerald Robinson Systeme de construction
US5966890A (en) * 1998-02-09 1999-10-19 Inman; Michael J. Building frame structure
US7665251B1 (en) * 2004-06-09 2010-02-23 Steven Lang Structural steel framed houses with gable end frames, intermediate frames, and wall and roof panels having perimeters of C-shaped steel channels
US7712265B2 (en) * 2006-05-22 2010-05-11 Overmyer Jr Douglas Special cement-like coated mobile building and process to manufacture
US7814727B2 (en) * 2008-11-17 2010-10-19 Jake & Elwood Holding Company Wall structure assembly
WO2011088113A1 (fr) * 2010-01-12 2011-07-21 Cabreeco Companies Llc Enceinte mobile
SE535637C2 (sv) * 2010-07-08 2012-10-23 Brod N Bengt-Inge Mobilt hus med i höjdled justerbara fötter och golv med ett övre och undre skikt
US8505246B1 (en) * 2011-10-06 2013-08-13 Cadorath Leisure Products Ltd. Screen room with pivoting roof panels

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017106220A (ja) * 2015-12-09 2017-06-15 積水ハウス株式会社 建物架構

Also Published As

Publication number Publication date
GB2610450A (en) 2023-03-08
US20230077703A1 (en) 2023-03-16
AU2020451353A1 (en) 2022-02-10

Similar Documents

Publication Publication Date Title
JP4648736B2 (ja) ユニット式建物
WO2021245738A1 (fr) Maison
WO2021245739A1 (fr) Cadre de construction
JP6233395B2 (ja) 建物架構
JP6233394B2 (ja) 住宅
JP4927472B2 (ja) 採光構造部分を備える建物
JP3391445B2 (ja) 建物及び建物の設計方法
JP2003013619A (ja) 集合住宅の外階段
JP3924050B2 (ja) ユニット式建物
JP6075341B2 (ja) 木造軸組建物
JP2963507B2 (ja) スキップフロア用住宅ユニット
JP2003336312A (ja) 建 物
JPH11222939A (ja) ユニット式建物
JP3494372B2 (ja) 建 物
JP4246078B2 (ja) 集合住宅
JP5198670B1 (ja) 木造住宅および木造住宅の設計方法
JP2000073594A (ja) 太陽電池屋根付建物
JP3792211B2 (ja) ユニット式建物
JP2843287B2 (ja) 建築物
JPH07331895A (ja) 建物の平面構造
JPS6236881Y2 (fr)
JP3079927U (ja) 建 物
JPH08158483A (ja) 階段室ユニット
JP5845164B2 (ja) ユニット式建物の屋根構造
JP3953354B2 (ja) ユニット式建物およびユニット式建物の施工方法

Legal Events

Date Code Title Description
ENP Entry into the national phase

Ref document number: 202200445

Country of ref document: GB

Kind code of ref document: A

Free format text: PCT FILING DATE = 20200601

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 20939292

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

ENPC Correction to former announcement of entry into national phase, pct application did not enter into the national phase

Ref country code: GB

122 Ep: pct application non-entry in european phase

Ref document number: 20939292

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: JP