JPS5920499Y2 - unit stairs - Google Patents
unit stairsInfo
- Publication number
- JPS5920499Y2 JPS5920499Y2 JP12960581U JP12960581U JPS5920499Y2 JP S5920499 Y2 JPS5920499 Y2 JP S5920499Y2 JP 12960581 U JP12960581 U JP 12960581U JP 12960581 U JP12960581 U JP 12960581U JP S5920499 Y2 JPS5920499 Y2 JP S5920499Y2
- Authority
- JP
- Japan
- Prior art keywords
- staircase
- framework
- unit
- wire mesh
- stairs
- 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
Description
【考案の詳細な説明】 本考案はユニット階段に関するものである。[Detailed explanation of the idea] The present invention relates to a unit staircase.
従来より、ユニット鉄骨階段は順次積層しつつ躯体側に
組込んでゆくものであるが、この種の階段を支持してい
る枠組を構成している支柱が幅の厚い角パイプであるの
で、この支柱を躯体に埋め込んだとき、かぶり(ふかし
)厚が厚くなり、この結果壁厚が厚くなるので、壁鉄筋
とは別にかぶり部分に配筋を必要とする場合が生じ、こ
のため作業能率の低下を招くことがあった。Conventionally, unit steel staircases are built into the building frame by laminating them one after another, but since the pillars that make up the framework that supports this type of staircase are thick square pipes, When the columns are embedded in the frame, the cover becomes thicker, and as a result, the wall becomes thicker, so it may be necessary to place reinforcement in the cover apart from the wall reinforcement, which reduces work efficiency. There were times when I was invited.
またこの枠組にプレースを取り付けているものもあるが
、ユニット階段の全重量が増し、取扱いに不便であった
。There are also some that have a place attached to this framework, but this increases the overall weight of the unit staircase, making it inconvenient to handle.
さらに、ユニット階段を、建方時に足場の代用として利
用する際、枠組の間から作業員が誤って落下する危険が
あった。Furthermore, when using the unit stairs as a substitute for scaffolding during construction, there was a risk that workers would accidentally fall between the frames.
本考案は上記の欠点を除去するもので、以下本考案の実
施例を図面を参照して説明する。The present invention eliminates the above-mentioned drawbacks, and embodiments of the present invention will be described below with reference to the drawings.
第1図において、ユニット階段における枠組1は縦枠材
である支柱2と横枠材である横梁材3とにより直方体又
は立方体(図面では直方体)に形成しである。In FIG. 1, a framework 1 in a unit staircase is formed into a rectangular parallelepiped or a cube (rectangular parallelepiped in the drawing) by pillars 2 as vertical frame members and cross beam members 3 as horizontal frame members.
この支柱および横梁材はいずれも薄形のパイプを用いで
あるが、必ずしもパイプに限定するものではない。Although both of the pillars and the cross beam members are thin pipes, they are not necessarily limited to pipes.
枠組1の両側面および背面にはコンクリート剥離防止用
金網4が張設しである。A wire mesh 4 for preventing concrete peeling is stretched on both sides and the back of the framework 1.
この金網の外周端部は支柱2および横梁材3の外面に溶
接により固着しである(第2図)。The outer peripheral ends of this wire mesh are fixed to the outer surfaces of the pillars 2 and the cross beams 3 by welding (FIG. 2).
また枠組1は、その内部で一対の階段5および6をく形
に支持している。Furthermore, the framework 1 supports a pair of stairs 5 and 6 in a rectangular shape.
図示の例では、下方の階段5の下端部は枠組1の前面に
おける下方の横梁材3aに固着してあり、上方の階段6
の上端部が上方の横梁材3bに固着しである。In the illustrated example, the lower end of the lower staircase 5 is fixed to the lower cross beam 3a on the front surface of the framework 1, and the lower end of the lower staircase 5
Its upper end is fixed to the upper cross beam member 3b.
そして階段5および6は踊場7により連結している。The stairs 5 and 6 are connected by a landing 7.
次に、ユニット階段の取付けについて説明する。Next, installation of the unit staircase will be explained.
ユニット階段をクレーンなどによって吊り込んで所定位
置に設置した後、第2,3図に示すように枠組1の金網
4の外側に壁鉄筋8を配筋する。After the unit staircase is lifted by a crane or the like and installed at a predetermined position, wall reinforcing bars 8 are arranged on the outside of the wire mesh 4 of the framework 1, as shown in FIGS. 2 and 3.
そして型枠(図示せず。and formwork (not shown).
)間にコンクリートを打設して、枠組を壁9内に埋め込
み、ユニット階段を躯体に一体化させる。) Concrete is placed between them, the framework is embedded in the wall 9, and the unit stairs are integrated into the frame.
枠組1の支柱2および横梁材3が薄形であるので、第2
図に示すようにかぶり(ふかし)部分10の厚みを小さ
くすることができる。Since the pillars 2 and cross beams 3 of the framework 1 are thin, the second
As shown in the figure, the thickness of the cover portion 10 can be reduced.
階段の種類は上側のく形のものに限定されない。The type of stairs is not limited to the upper dog-shaped one.
例えば第4図に示すように直進階段11を枠組1aに支
持してもよく、この場合金網4aの張設は枠組の両側面
で足りる。For example, as shown in FIG. 4, a straight staircase 11 may be supported on a framework 1a, in which case the wire mesh 4a may be stretched on both sides of the framework.
また階段として、第5,6図に示すように折れ階段12
を用いてもよく、この場合、金網4bは枠組1bの両側
面および背面に張設する。In addition, as a staircase, a bent staircase 12 as shown in Figures 5 and 6 is used.
In this case, the wire mesh 4b is stretched over both sides and the back of the framework 1b.
13は踊場である。以上説明したように本考案によれば
、かぶり部分を薄くすることができるので、従来のよう
な配筋作業が不要となり、それだけユニット階段の取付
は作業の能率化を図ることができる。13 is the landing. As explained above, according to the present invention, the covering portion can be made thinner, so that the conventional reinforcement work is not required, and the installation of the unit staircase can be made more efficient.
また金網を用いているので、従来のプレースとの比較に
おいて重量が軽くてすみ、取扱いが容易であり、網材量
を少なくすることができ、そしてこの金網が養生金網と
しての役割をもつために、ユニット階段を足場として利
用しても作業者が落下する危険がないIn addition, since wire mesh is used, it is lighter in weight compared to conventional places, is easier to handle, reduces the amount of mesh material, and because this wire mesh plays the role of a curing wire mesh. , there is no danger of workers falling even if the unit stairs are used as scaffolding.
第1図は本考案の一実施例を示す斜視図、第2図はユニ
ット階段を取付けた状態の一部を示す拡大断面図、第3
図はユニット階段を取付けた状態を示す平面断面図、第
4図は他の実施例を示す斜視図、第5図はさらに他の実
施例を示す斜視図、第6図は第5図の平面図である。
1.1 a 、1 b ・・−・−枠組、2・・・・・
・支柱、3,3 a 、3 b・・・・・・横梁材、4
,4 a 、4 b・・・・・・金網、5,6,11.
12・・・・・・階段、・7,13・・・・・・踊場。Fig. 1 is a perspective view showing one embodiment of the present invention, Fig. 2 is an enlarged sectional view showing a part of the unit staircase installed, and Fig. 3 is a perspective view showing an embodiment of the present invention.
The figure is a plan sectional view showing the state in which the unit staircase is installed, FIG. 4 is a perspective view showing another embodiment, FIG. 5 is a perspective view showing still another embodiment, and FIG. 6 is a plan view of FIG. 5. It is a diagram. 1.1 a, 1 b...-Framework, 2...
・Column, 3, 3 a, 3 b... Cross beam material, 4
, 4 a, 4 b... wire mesh, 5, 6, 11.
12...stairs, 7, 13... landing.
Claims (1)
成しである枠組と、 この枠組に支持しである階段と、 上記枠組の少なくとも両側面に張設しである金網と からなるユニット階段。[Scope of Claim for Utility Model Registration] A frame formed of a rectangular parallelepiped or cube formed by thin vertical and horizontal frame members, a staircase supporting this frame, and a staircase extending from at least both sides of the framework. A unit staircase consisting of wire mesh.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12960581U JPS5920499Y2 (en) | 1981-09-02 | 1981-09-02 | unit stairs |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12960581U JPS5920499Y2 (en) | 1981-09-02 | 1981-09-02 | unit stairs |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5835536U JPS5835536U (en) | 1983-03-08 |
JPS5920499Y2 true JPS5920499Y2 (en) | 1984-06-14 |
Family
ID=29923265
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12960581U Expired JPS5920499Y2 (en) | 1981-09-02 | 1981-09-02 | unit stairs |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5920499Y2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0269521U (en) * | 1988-11-16 | 1990-05-25 |
-
1981
- 1981-09-02 JP JP12960581U patent/JPS5920499Y2/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPS5835536U (en) | 1983-03-08 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPS5920499Y2 (en) | unit stairs | |
JPH05287901A (en) | Construction of stairs | |
JPH0593448A (en) | Standardized step module | |
JPH0122827Y2 (en) | ||
JPH06322872A (en) | Deck plate | |
JP3347206B2 (en) | Precast concrete stairs | |
JPH0122837Y2 (en) | ||
JPS6046219B2 (en) | Construction method of concrete retaining wall | |
JPH044091Y2 (en) | ||
JP3413291B2 (en) | Stair unit support structure | |
RU1786230C (en) | Building or structure | |
JPH0145300Y2 (en) | ||
JPS6135656Y2 (en) | ||
JPH0428938Y2 (en) | ||
JPH05230935A (en) | Precase concrete made beam frame member | |
JPS5941564A (en) | Arranging of reinforcing wire of wall type reinforced concrete structure | |
JPH05263526A (en) | Construction method of rc construction beam | |
JP2759229B2 (en) | Construction method of RC construction stairs | |
JPH0497037A (en) | Split-level house unit | |
JPH0314484Y2 (en) | ||
JPH05202593A (en) | Outside staircase unit structure | |
JP3729607B2 (en) | Roof structure of outdoor assembly stairs and its construction method | |
JPH07102717A (en) | Construction method of stairs used for prefabricated scaf-folding | |
JP3700116B2 (en) | Building construction method | |
JPH07224493A (en) | Buried reinforcing material for concrete and form for placing concrete |