JPH03224946A - Bearing construction of staircase landing - Google Patents
Bearing construction of staircase landingInfo
- Publication number
- JPH03224946A JPH03224946A JP2018685A JP1868590A JPH03224946A JP H03224946 A JPH03224946 A JP H03224946A JP 2018685 A JP2018685 A JP 2018685A JP 1868590 A JP1868590 A JP 1868590A JP H03224946 A JPH03224946 A JP H03224946A
- Authority
- JP
- Japan
- Prior art keywords
- staircase
- landing
- studs
- support
- beams
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 3
- 230000009194 climbing Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、階段の躍り場の支持構造に関するものである
。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a support structure for a stair landing.
[従来の技術1
従来にあっては、U字型の階段の躍り場6は第4図に示
すように床11上に架台12を組み、この架台12の上
に躍り場6を形成していた。[Prior art 1] Conventionally, the landing area 6 of a U-shaped staircase is constructed by assembling a pedestal 12 on a floor 11 as shown in FIG. Ta.
[発明が解決しようとする課題]
しかして、第4図のような床11の上に架台12を組み
、この架台12の上に躍り場6を形成するといういわゆ
る床据え置き式のものにおいては、1階と2階とをつな
ぐ階段の躍り場6の上に更に2階と3階とをつなぐ階段
の躍り場6を配置するといういわゆる重ね階段ができな
かった。そして、この重ね階段とするには従来にあって
は階段の躍り場6のレベルに相当する高さにおいて階段
室の両側に中間梁を配置し、この中間梁の間に受け梁を
架設し、受け梁の上に躍り場を形成するのであるが、こ
れだと、中間梁を受けるための柱も必要であり、柱、中
間梁、受け梁という部材が必要であった。[Problems to be Solved by the Invention] However, in a so-called floor-standing type device in which a pedestal 12 is assembled on a floor 11 as shown in FIG. 4, and a platform 6 is formed on the pedestal 12, It was not possible to create a so-called stacked staircase in which a staircase landing 6 connecting the second and third floors was placed on top of the landing 6 of the stairs connecting the first and second floors. Conventionally, to create this stacked staircase, intermediate beams are placed on both sides of the staircase at a height corresponding to the level of the landing area 6 of the stairs, and a support beam is constructed between the intermediate beams. A platform was formed on top of the support beam, but this required a pillar to support the intermediate beam, which required the following components: the pillar, the intermediate beam, and the support beam.
本発明にあっては、上記の従来例の問題点に鑑みて発明
したものであって、重ね階段を簡単に構成でき、しかも
、重ね階段を構成するに当たり、階段室の両側に中間梁
を設ける必要がない階段の躍り場の支持構造を提供する
にある。The present invention was invented in view of the problems of the conventional example described above, and it is possible to easily construct a stacked staircase.Moreover, when constructing a stacked staircase, intermediate beams are provided on both sides of the stairwell. There is no need to provide support structure for stair landings.
[課題を解決するための手段]
本発明の階段の躍り場の支持構造は、階段室1の両側に
位置する上下の梁2にそれぞれ間柱3を立設し、間柱3
の上下方向の中間部間に受け梁4を架設して両開柱3と
受け梁4とで■」字状の躍り場支持用構造5を形成し、
上記H字状の躍り場支持用構造体5を複数個並設して受
け梁4の上に階段の躍り場6を形成して成ることを特徴
とするものであって、このような構成を採用することで
、」1記した従来例の問題点を解決して本発明の目的を
達成したものである。[Means for Solving the Problems] The support structure for a staircase platform of the present invention has studs 3 erected on upper and lower beams 2 located on both sides of a staircase chamber 1, and
A support beam 4 is constructed between the vertically intermediate portions of the support beam 4, and the double-opening pillar 3 and the support beam 4 form a platform support structure 5 in the shape of a ``■''.
It is characterized in that a plurality of the above-mentioned H-shaped platform support structures 5 are arranged side by side to form a staircase platform 6 on the support beam 4, and such a structure is By employing this method, the problems of the conventional example described in 1. are solved and the object of the present invention is achieved.
[作用]
しかして、階段室1の両側に位置する上下の梁2にそれ
ぞれ間柱3を立設し、間柱3の上下方向の中間部間に受
け梁4を架設して両開柱3と受け梁4とでH字状の躍り
場支持用構造5を形成し、上記H字状の躍り場支持用構
造体5を複数個並設して受け梁4の上に階段の躍り場6
を形成することで、躍り場6を従来の床据え置き式のよ
うに床から架台を立設することなく支持できるようにな
り、しかも、階段室1の両側に中間梁を設けることなく
躍り場6の支持ができるようになったもの3
である。[Function] Therefore, studs 3 are erected on the upper and lower beams 2 located on both sides of the staircase chamber 1, and a support beam 4 is erected between the middle portions of the studs 3 in the vertical direction. An H-shaped platform support structure 5 is formed with the beam 4, and a plurality of the H-shaped platform support structures 5 are arranged side by side to form a staircase platform 6 on top of the support beam 4.
By forming the platform 6, it becomes possible to support the platform 6 without installing a frame from the floor as in the conventional floor-standing type, and moreover, the platform 6 can be supported without installing intermediate beams on both sides of the staircase 1. 3.
[実施例]
以下本発明を添付図面に示す実施例に基づいて詳述する
。[Examples] The present invention will be described in detail below based on examples shown in the accompanying drawings.
階段室1の両側の各階に該当する位置にそれぞれ梁2が
配設しである。この階段室1の両側に位置する上下の梁
2にそれぞれ間柱3を立設し、間柱3の上下方向の中間
部に受け梁4を架設して両開柱3と受け梁4とでI−1
字状の躍り場支持用vt造体5が形成しである。そして
、このトI字状をした躍り場支持用構造体5を複数個(
第1図、第2図、第3図に示す実施例では2個)任意の
間隔を隔てて並設する。隣り合う受け梁4間には継ぎ梁
7が架設してあり、更に、躍り場6の後部側に位置する
部分においては受け梁4がら受け梁4に対して直角に片
持梁8が突設しである。そして、受け梁4、継ぎ梁7及
び片持梁8を利用してこの上に躍り場6を形成するもの
であり、躍り場6としては例えばパネル化されたものな
どが用いられる。躍り場空間の前部に位置する受け梁4
には片側半分−
に登り用階#5i9の下端部、当該受け梁4の他の片側
半分に下り用階段10の上端部が取り付けられて支持さ
れる。上記のようにして階段の躍り場6を支持するので
あるが、1階と2階とをつなぐ階段の躍り場6の上に更
に2階と3階とをつなぐ階段の躍り場6を配置するとい
ういわゆる重ね階段とする場合には第 図に示すように
上記と同様にして上階の階段室1の両側に位置する上下
の梁2にそれぞれ間柱3を立設し、間柱3の上F方向の
中間部間に受け梁4を架設して両開柱3と受け梁4とで
H字状の躍り場支持用構遺5を形成し、−上記H字状の
躍り場支持用構造体5を複数個並設して受け梁4の上に
階段の躍り場6を形成するものである。Beams 2 are provided at positions corresponding to each floor on both sides of the staircase 1. A stud 3 is erected on each of the upper and lower beams 2 located on both sides of the stairway 1, and a support beam 4 is erected in the middle part of the stud 3 in the vertical direction. 1
A Vt structure 5 for supporting the landing area is formed in the shape of a letter. Then, a plurality of these I-shaped platform support structures 5 (
In the embodiments shown in FIGS. 1, 2, and 3, two of them are arranged in parallel at an arbitrary interval. A joint beam 7 is installed between adjacent support beams 4, and a cantilever beam 8 is installed perpendicularly to the support beam 4 in a portion located on the rear side of the platform 6. It is. Then, a landing area 6 is formed on this using the receiving beam 4, a joint beam 7, and a cantilever beam 8, and the landing area 6 is made of, for example, a panel. Support beam 4 located at the front of the entertainment space
The lower end of the climbing floor #5i9 is attached to one half of the supporting beam 4, and the upper end of the descending staircase 10 is attached and supported to the other half of the support beam 4. The stair landing 6 is supported as described above, but a stair landing 6 connecting the second and third floors is further placed on top of the stair landing 6 connecting the first and second floors. In the case of a so-called stacked staircase, studs 3 are erected on the upper and lower beams 2 located on both sides of the stairwell 1 on the upper floor in the same manner as above, as shown in Fig. A support beam 4 is erected between the intermediate portions of the support beams 4 to form an H-shaped platform support structure 5 with the double-opening columns 3 and the support beams 4, and - the H-shaped platform support structure 5 A staircase platform 6 is formed on the support beam 4 by arranging a plurality of them in parallel.
[発明の効果1
本発明にあっては、叙述のように階段室の両側に位置す
る上下の梁にそれぞれ間柱を立設し、間柱の上下方向の
中間部間に受け梁を架設して両開柱と受け梁とでH字状
の躍り場支持用構造を形成し、上記I−■字状の躍り場
支持用構造体を複数個並設して受け梁の上に階段の躍り
場を形成したので、躍り場を従来の床据え置き式のよう
に床から架台を立設することなく支持できるようになり
、しかも、階段室の両側に中間梁を設けることなく躍り
場の支持ができるものである。[Effect of the invention 1 In the present invention, as described above, studs are erected on the upper and lower beams located on both sides of the stairway, and a support beam is erected between the middle portions of the studs in the vertical direction. An H-shaped platform support structure is formed by the open pillars and support beams, and a plurality of the above I-■-shaped platform support structures are installed in parallel to form a staircase platform on top of the support beams. Because of this structure, the landing area can be supported without having to erect a frame from the floor like in the conventional floor-standing type, and the landing area can also be supported without installing intermediate beams on both sides of the staircase. It is.
第1図は発明の一実施例の斜視図、第2図は同上の平面
図、第3図は同」二の重ね階段とした場合の斜視図、第
4図は従来例の斜視図であって、1は階段室、2は梁、
3は間柱、4は受け梁、5は躍り場支持用構造体、6は
躍り場である。Fig. 1 is a perspective view of one embodiment of the invention, Fig. 2 is a plan view of the same, Fig. 3 is a perspective view of the same double staircase, and Fig. 4 is a perspective view of a conventional example. 1 is the staircase, 2 is the beam,
3 is a stud, 4 is a support beam, 5 is a landing support structure, and 6 is a landing.
Claims (1)
を立設し、間柱の上下方向の中間部間に受け梁を架設し
て両間柱と受け梁とでH字状の躍り場支持用構造を形成
し、上記H字状の躍り場支持用構造体を複数個並設して
受け梁の上に階段の躍り場を形成して成ることを特徴と
する階段の躍り場の支持構造。(1) Install studs on the upper and lower beams located on both sides of the staircase, and install a support beam between the vertical middle parts of the studs to support an H-shaped landing with both studs and support beams. A supporting structure for a stair landing, characterized in that a plurality of the above H-shaped landing support structures are arranged in parallel to form a landing area on a support beam. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2018685A JPH0715205B2 (en) | 1990-01-29 | 1990-01-29 | Support structure for stair climbing ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2018685A JPH0715205B2 (en) | 1990-01-29 | 1990-01-29 | Support structure for stair climbing ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH03224946A true JPH03224946A (en) | 1991-10-03 |
| JPH0715205B2 JPH0715205B2 (en) | 1995-02-22 |
Family
ID=11978467
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2018685A Expired - Lifetime JPH0715205B2 (en) | 1990-01-29 | 1990-01-29 | Support structure for stair climbing ground |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0715205B2 (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5441539U (en) * | 1977-08-29 | 1979-03-20 |
-
1990
- 1990-01-29 JP JP2018685A patent/JPH0715205B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5441539U (en) * | 1977-08-29 | 1979-03-20 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0715205B2 (en) | 1995-02-22 |
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