JPS5846614B2 - entrance unit - Google Patents
entrance unitInfo
- Publication number
- JPS5846614B2 JPS5846614B2 JP10282076A JP10282076A JPS5846614B2 JP S5846614 B2 JPS5846614 B2 JP S5846614B2 JP 10282076 A JP10282076 A JP 10282076A JP 10282076 A JP10282076 A JP 10282076A JP S5846614 B2 JPS5846614 B2 JP S5846614B2
- Authority
- JP
- Japan
- Prior art keywords
- entrance
- gable
- unit
- beams
- pillars
- 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
【発明の詳細な説明】
本発明はユニット型住宅に於ける玄関用ユニットの構造
に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to the structure of an entrance unit in a unit type house.
ユニット型住宅では1戸の住宅を構成するのに6〜10
個のユニットを組み合わせるが、各々のユニットともそ
れぞれ構造的に同じ強度が必要である。In unit-type housing, it takes 6 to 10 units to make up one house.
Each unit must have the same structural strength.
玄関用ユニットでは玄関の土間と上りか1ちとで高低差
をとることが望ましいので、従来、玄関下部妻梁をとり
外し7できるようvcl〜で、現場で取り外していた。In an entrance unit, it is desirable to have a height difference between the dirt floor and the upper part of the entrance, so conventionally, the lower gable beam of the entrance was removed on site using VCL~ so that it could be removed.
その場合強度が弱くなるので、玄関側フレームに別の柱
を立設したり、プレースで補強するなどの措置をとらな
ければならないので手間のかかる作業であり体裁上も好
渣しいものではなかった。In that case, the strength would be weakened, so we would have to take measures such as erecting another pillar on the entrance frame or reinforcing it with places, which was a time-consuming process and not aesthetically pleasing. .
本発明は上記欠点を除き、強度が強く、簡単で1−かも
外観的にも良好な玄関用ユニットを提供する。The present invention eliminates the above-mentioned drawbacks and provides a unit for an entrance that is strong, simple, and has a good appearance.
以下一実施例を図面にもとづき詳細に説明する。Hereinafter, one embodiment will be described in detail based on the drawings.
第1図、第2図に示す如くユニットは、柱1が玄関を含
む直方体ユニット空間の四隅に立設され、これら各柱1
の上下間に、ユニット空間の奥行方向に沿って連結され
る上下四本の桁梁2と、前記奥側柱1の上下でユニット
空間の幅方向に沿って連結される奥妻梁3と、玄関側の
2本の柱1の上下間に幅方向に沿って連結される玄関妻
梁4a。As shown in Figures 1 and 2, the unit has pillars 1 erected at the four corners of a rectangular parallelepiped unit space including the entrance.
four upper and lower girder beams 2 connected along the depth direction of the unit space between the upper and lower sides, and a back gable beam 3 connected along the width direction of the unit space above and below the back column 1, An entrance gable beam 4a is connected along the width direction between the upper and lower sides of the two pillars 1 on the entrance side.
4bとで戒る四本の妻梁によって大よその骨格が形成さ
れる。The general framework is formed by the four gable beams marked with 4b.
そして桁梁2間で妻梁3.4に平行に設けた補強用の小
梁5が上下各複数本設けられ、これらの中、下部の玄関
側小梁5aは上り框を形成している。A plurality of reinforcing beams 5 are provided above and below in parallel to the end beams 3.4 between the girder beams 2, and the middle and lower entrance side beams 5a form an ascending stile.
前記玄関妻梁は上妻梁4aと下妻梁4bとに区分され、
下妻梁4bは玄関土間形成のため、他の妻梁及び小梁よ
りも低くされ、前記上り框との高低差を確保している。The entrance gable is divided into an upper gable 4a and a lower gable 4b,
The lower gable beam 4b is lower than the other gable beams and small beams to form the entrance dirt floor, thereby ensuring a difference in height from the above-mentioned upper frame.
一方、上妻梁4aの下方の鴨居相当位置でこれと平行し
て玄関側両柱間につなぎ梁6が設けられ、該上妻梁4a
とつなぎ梁6とのユニット空間内側でそれらの間に金属
製の補強板Tをとりつげ、第2図示の如くビス8によっ
て上妻梁4a、つなぎ梁6に固定されている。On the other hand, a connecting beam 6 is provided between both pillars on the entrance side in parallel with the upper gable beam 4a at a position corresponding to the lintel, and the upper gable beam 4a
A metal reinforcing plate T is attached between the and connecting beam 6 inside the unit space, and is fixed to the upper end beam 4a and the connecting beam 6 with screws 8 as shown in the second figure.
補強板γは仕上材を用いれば内外から見て美しいが更に
必要に応じて内又は外面に合板や発泡スチロールなどを
接着すれば更に美麗さが増す。The reinforcing plate γ looks beautiful from the inside and outside if a finishing material is used, but it becomes even more beautiful if plywood, foamed polystyrene, etc. are bonded to the inside or outside as necessary.
このように、本発明の玄関用ユニットは玄関下部梁4b
を低くしたので、従来のように該下妻梁をいちいち取外
すことなく、そのit上り框との高低差が確保されて建
築工程が短縮されると共に、該下妻梁を低くしたことに
よって生ずるユニットの強度不足を、つなぎ梁6を設は
且つ金属等の補強板7によって補強したので、ユニット
の幅方向に対するユニット強度を正常に保つことができ
、しかもこれら補強板7として仕上材を用いれば体裁上
も美しく居住性が増す。In this way, the entrance unit of the present invention has the entrance lower beam 4b.
By lowering the lower gable, the height difference between the lower gable and the upper frame is secured without having to remove each gable as in the conventional method, shortening the construction process, and the strength of the unit is increased by lowering the gable. By installing connecting beams 6 and reinforcing the shortage with reinforcing plates 7 made of metal, etc., the strength of the unit in the width direction of the unit can be maintained normally.Moreover, if finishing materials are used as these reinforcing plates 7, it can be improved in terms of appearance. Beautiful and livable.
第1図は本発明の一実施例を示す斜視図、図は第1図の
■−■線断面図である。
第2
1・・・柱、2・・・桁柱、3・・・奥妻梁、4a・・
・玄関上妻梁、4b・・・玄関下妻梁、5・・・小梁、
6・・・つなぎ梁、7・・・補強板、8・・・ビス。FIG. 1 is a perspective view showing an embodiment of the present invention, and the figure is a cross-sectional view taken along the line ■--■ in FIG. 2nd 1...column, 2...girder column, 3...back gable beam, 4a...
・Entrance upper gable beam, 4b... Entrance lower gable beam, 5... Small beam,
6... Connecting beam, 7... Reinforcement plate, 8... Screw.
Claims (1)
、上り框との高低差を確保するため玄関下部梁は低くさ
れ、玄関側両柱間の鴨居相当位置につなぎ梁が取りつけ
られ、玄関上妻梁とつなぎ梁との間に補強板が取りつげ
られたことを特徴とする玄関用ユニット。1. A unit is formed by pillars, girders, gables, and small beams.The lower beam at the entrance is lowered to ensure a height difference with the ascending stile, and a connecting beam is installed between the two pillars on the entrance side at a position equivalent to the lintel. An entrance unit characterized by a reinforcing plate installed between the entrance gable beam and the connecting beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10282076A JPS5846614B2 (en) | 1976-08-27 | 1976-08-27 | entrance unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10282076A JPS5846614B2 (en) | 1976-08-27 | 1976-08-27 | entrance unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5327217A JPS5327217A (en) | 1978-03-14 |
| JPS5846614B2 true JPS5846614B2 (en) | 1983-10-18 |
Family
ID=14337650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10282076A Expired JPS5846614B2 (en) | 1976-08-27 | 1976-08-27 | entrance unit |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5846614B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS60158995A (en) * | 1984-01-30 | 1985-08-20 | Kobe Steel Ltd | Mig welding wire for high-tension steel |
| US6110301A (en) * | 1998-07-21 | 2000-08-29 | Stoody Company | Low alloy build up material |
-
1976
- 1976-08-27 JP JP10282076A patent/JPS5846614B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5327217A (en) | 1978-03-14 |
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