JPS5851284Y2 - prefabricated buildings - Google Patents
prefabricated buildingsInfo
- Publication number
- JPS5851284Y2 JPS5851284Y2 JP5638679U JP5638679U JPS5851284Y2 JP S5851284 Y2 JPS5851284 Y2 JP S5851284Y2 JP 5638679 U JP5638679 U JP 5638679U JP 5638679 U JP5638679 U JP 5638679U JP S5851284 Y2 JPS5851284 Y2 JP S5851284Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- roof
- columns
- plates
- integrally formed
- 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.)
- Expired
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【考案の詳細な説明】
この考案は、鉄筋コンクリート構造のプレキャスト部材
を組み立てて建築したプレハブ建築物に関する。[Detailed Description of the Invention] This invention relates to a prefabricated building constructed by assembling precast members having a reinforced concrete structure.
低層の住宅等においてプレキャスト鉄筋コンクノートの
壁板およびスラブ板の組立による構造、すなわち壁構造
のプレハブ鉄筋コンクリート建築物においては壁板相互
の治まり、特に隅角部の治まりを体裁よくすることは困
難であり、また屋根の出、すなわち軒先を長くした場合
張出した屋根板を支承するために構造的にも意匠的にも
梁型を設けることが好ましい場合がある。In low-rise housing, etc., it is difficult to make the wall panels fit together well, especially at the corners, in a prefabricated reinforced concrete building that is constructed by assembling precast reinforced concrete wall plates and slab plates. In addition, when the roof protrusion, that is, the eaves is made long, it may be preferable to provide a beam type from both a structural and design point of view in order to support the overhanging roof panels.
この考案は前記要望に対処すべく考案されたもので以下
、この考案を図示する実施例によって説明する。This invention was devised to meet the above-mentioned need, and will be explained below with reference to illustrated embodiments.
この考案のプレハブ住宅1は、複数の鉄筋コンクリート
構造のプレキャスト部材からなる柱2゜2′、壁板3.
屋根板4を組立てて建築されている。The prefabricated house 1 of this invention consists of pillars 2.2', wall plates 3.
It is constructed by assembling roof plates 4.
プレハブ住宅1の外壁面6はその隅角部に配置される柱
2と、その中間に配置される柱2′と、これら柱2,2
′間に配置される壁板3とから構成されている。The outer wall surface 6 of the prefabricated house 1 has pillars 2 placed at its corners, pillars 2' placed in the middle, and these pillars 2, 2.
' and a wall plate 3 disposed between them.
前記隅角部に配置される柱2は、その上端に互いに直角
をなし、かつ外壁面6より突出するようにした片持梁7
,7が一体に形成されており、また中間に配置される柱
2′はその上端に外壁面6より突出するようにした片持
梁7′が一体に形成されている。The pillars 2 placed at the corners have cantilever beams 7 at their upper ends that are perpendicular to each other and project from the outer wall surface 6.
, 7 are integrally formed, and a cantilever beam 7' projecting from the outer wall surface 6 is integrally formed at the upper end of the pillar 2' disposed in the middle.
そして、柱2,2間、または柱2,2′間には壁板3が
配置され、このようにしてコンクリート面が表面に現わ
れた外壁面6が構成される。A wall board 3 is arranged between the columns 2 and 2 or between the columns 2 and 2', and in this way an outer wall surface 6 with a concrete surface appearing on the surface is constructed.
さらに柱上端の片持梁7,7、または片持梁7,7間に
屋根板4が掛は渡され、軒先を長く張出し、かつコンク
リート面が表面に現われた屋根が構成される。Furthermore, a roof plate 4 is placed between the cantilever beams 7, 7 at the upper end of the columns or between the cantilever beams 7, 7, thereby forming a roof with a long eave extending out and a concrete surface appearing on the surface.
なお、第3図は片持梁7,7と柱との継手部に曲面部8
を設けることによって意匠的効果を上げたものである。In addition, in Fig. 3, there is a curved surface part 8 at the joint between the cantilever beams 7, 7 and the column.
The design effect is increased by providing the .
この考案は以上の構成からなり、複数のプレキャスト鉄
筋コンクリートの壁板および屋根板を組み立てて建築し
た建築物の隅角部、あるいは壁面の一部にプレキャスト
柱材が介在され、かつ軒下面に外壁面から軒先に向って
片持梁が柱から一体に突設しであるので壁板相互の連結
部、特に隅角部の治まりがよく、また屋根板は柱から突
設した片持梁に支承され、治まり体裁が優れているとと
もに相当長く突設した屋根板であっても確実に支承され
る。This idea consists of the above-mentioned structure, and precast columns are interposed in the corners or part of the wall of a building constructed by assembling multiple precast reinforced concrete wall plates and roof plates, and the outer wall surface is placed under the eaves. Since the cantilever beams are integrally protruded from the pillars toward the eaves, the joints between the wall panels, especially at the corners, are well-aligned, and the roof panels are supported by the cantilever beams that protrude from the columns. , it has an excellent fit and appearance, and can be reliably supported even on roof plates that protrude for a considerable length.
なおこの建物は全体としては壁構造であり、室内には柱
型、梁型が現われず室内の治まりは体裁よくすることが
できる。Furthermore, this building has a wall structure as a whole, and there are no pillars or beams inside the building, allowing for a good-looking interior.
第1図〜第3図はこの考案の実施例を示すものであり、
第1図はプレハブ住宅の隅柱に一体形成された片持梁を
示すプレハブ住宅の一部斜視図、第2図はプレハブ住宅
の妻壁または平壁の中央部にある柱に一体形成された片
持梁を示すプレハブ住宅の一部斜視図、第3図は継手部
に曲面部を設けて隅柱に一体形成された片持梁を示すプ
レハブ住宅の一部斜視図である。
1・・・・・・プレハブ住宅、2,2′・・・・・・柱
、3・・・・・・壁板、4・・・・・・屋根板、5・・
・・・・軒下面、6・・・・・・外壁面、7,7′・・
・・・・片持梁、8・・・・・・曲面部。Figures 1 to 3 show examples of this invention.
Figure 1 is a partial perspective view of a prefabricated house showing a cantilever integrally formed on the corner pillar of the prefabricated house, and Figure 2 is a partial perspective view of a cantilever beam integrally formed on a column in the center of the gable or flat wall of the prefabricated house. A partial perspective view of a prefabricated house showing a cantilever beam. FIG. 3 is a partial perspective view of a prefabricated house showing a cantilever beam integrally formed with a corner post with a curved surface part provided at a joint part. 1... Prefabricated house, 2, 2'... Pillar, 3... Wall board, 4... Roof board, 5...
...Eave bottom surface, 6...Outer wall surface, 7,7'...
...Cantilever beam, 8...Curved surface part.
Claims (1)
壁板、屋根板を組立て構成したプレハブ建築物において
、その外壁面隅角に配置される柱には上部に互いに直角
をなす片持梁を一体に形成し、その外壁面中間に配置さ
れる柱には上部に片持梁を一体に形成し、これら片持梁
間に支持した屋根板部材により軒先を張出し形成しであ
ることを特徴とするプレハブ建築物。Columns made of precast members of reinforced concrete structure,
In a prefabricated building constructed by assembling wall plates and roof plates, the columns placed at the corners of the outer wall are integrally formed with cantilevers at right angles to each other at the top, and the columns placed in the middle of the outer wall. A prefabricated building characterized in that cantilever beams are integrally formed in the upper part, and the eaves are formed to overhang by roof plate members supported between these cantilever beams.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5638679U JPS5851284Y2 (en) | 1979-04-26 | 1979-04-26 | prefabricated buildings |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5638679U JPS5851284Y2 (en) | 1979-04-26 | 1979-04-26 | prefabricated buildings |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS55156102U JPS55156102U (en) | 1980-11-10 |
JPS5851284Y2 true JPS5851284Y2 (en) | 1983-11-22 |
Family
ID=29290520
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5638679U Expired JPS5851284Y2 (en) | 1979-04-26 | 1979-04-26 | prefabricated buildings |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5851284Y2 (en) |
-
1979
- 1979-04-26 JP JP5638679U patent/JPS5851284Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS55156102U (en) | 1980-11-10 |
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