JPH04124362A - Structure of stairway - Google Patents

Structure of stairway

Info

Publication number
JPH04124362A
JPH04124362A JP2244462A JP24446290A JPH04124362A JP H04124362 A JPH04124362 A JP H04124362A JP 2244462 A JP2244462 A JP 2244462A JP 24446290 A JP24446290 A JP 24446290A JP H04124362 A JPH04124362 A JP H04124362A
Authority
JP
Japan
Prior art keywords
frame
pillar
horizontal
staircase
wall
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
Application number
JP2244462A
Other languages
Japanese (ja)
Other versions
JPH073108B2 (en
Inventor
Kensaku Okawa
大川 謙作
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
National House Industrial Co Ltd
Original Assignee
National House Industrial Co Ltd
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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP2244462A priority Critical patent/JPH073108B2/en
Publication of JPH04124362A publication Critical patent/JPH04124362A/en
Publication of JPH073108B2 publication Critical patent/JPH073108B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Residential Or Office Buildings (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

PURPOSE:To enhance the efficiency of construction by a method in which a folded framework and upper and lower step frames are attached to the first and second intermediate horizontal parts provided between side columns and central column and the first and second back horizontal parts provided to the back wall. CONSTITUTION:The first and second intermediate horizontal parts 9 and 10 are set at different levels between the first and second side columns 5 and the central column 7 in a stairway. The first and second back horizontal parts 11 and 12 of the same level as the parts 9 and 10 are fixed to the back wall panel 23. A folded framework 16, a lower step frame 14, and an upper step frame are supported on the parts 9, 10, 11, and 12 to form a vertically lapped curved step. The construction work can thus be made easier.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、例えば高層階建の家屋本体の外壁部分に設け
られる折曲り階段を、上方に向って逐次積み重ねること
により形成でき、該階段の敷地面積を縮小するとともに
、上階に通じる階段の取付作業を能率化しうる階段室の
構造に関する。
[Detailed Description of the Invention] [Industrial Application Field] The present invention can be formed by sequentially stacking bending staircases provided on the outer wall of a high-rise house, for example, in an upward direction. This invention relates to the structure of a staircase that can reduce the site area and streamline the work of installing stairs leading to the upper floors.

〔従来の技術〕[Conventional technology]

例えば複数階建の集合住宅のように多層の家屋にあって
は、敷地の有効利用を図るため、階上、階下の各廊下を
結ぶ、U字の折曲り階段が設けられることが多い。
For example, in a multi-story house such as a multi-story apartment complex, a U-shaped winding staircase is often provided to connect the upper and lower hallways in order to make effective use of the site.

このような階段は、従来、第8図に示すように、受柱a
に支えられた架台すにより、踊り場Cを形成するととも
に、該踊り場Cと上、下階とを階段部d、dにより連結
していた。
Conventionally, such stairs have been constructed using support pillars a, as shown in Fig. 8.
A landing C was formed by a pedestal supported by a platform, and the landing C was connected to the upper and lower floors by staircases d and d.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

しかしながら、架台すにより階段部dを支持するこのよ
うな構造にあっては、例えば3階床に通じる折曲り階段
を増築するためには、架台を新たに立上げねばならず、
その施工に手間を要すことになり、取付作業の能率に劣
り、生産性を低下させる。
However, in such a structure in which the staircase part d is supported by a trestle, in order to add a bending staircase leading to the third floor, for example, it is necessary to erect a new trestle.
The construction requires time and effort, which reduces the efficiency of the installation work and reduces productivity.

本発明は2つの側柱と中柱及び背壁に設けられた中横架
材、背横架材に、上、下の階段枠体と折曲り枠体を支持
することを基本として、複数階建の折曲り階段を上方に
逐次設置しえて前記問題点を解決しうる階段室の構造の
提供を目的としている。
The present invention is based on supporting the upper and lower stair frames and the folding frame on the middle horizontal members and back horizontal members provided on the two side pillars, the middle pillar, and the back wall. The purpose of the present invention is to provide a structure of a staircase room in which the above-mentioned problems can be solved by sequentially installing folding staircases upward.

〔課題を解決するための手段〕[Means to solve the problem]

前記目的を達成するために本発明の階段室の構造は、複
数階建の家屋本体の外壁部分に隣接され家屋本体用の折
曲り階段を設ける階段室の構造であって、階段室は、外
壁部分と直交する側壁と、側壁後端を継ぐ背壁とを有し
かつ側壁の中間位置に対向して立設した第1の側柱、第
2の側柱と、この第1、第2の側柱間の中間位置に立設
した中柱とを具えるとともに、第1の側柱と中柱との間
に架設した第1の中横架材と前記背壁に設けられかつこ
の第1の中横架材と同高の第1の背横架材を継ぐ継ぎ梁
により、折曲り階段の階下からの登り階段を形成する下
の登り階段枠体の上端を支持する一方、第2の側柱と中
柱との間を結びかつ第1の中横架材よりも高位置の第2
の中横架材と、背壁に設けられ第2の中横架材と同高の
第2の背横架材により階段の折曲り部形成用の折曲り枠
体を、前記継ぎ梁と協働して支持し、しかも第2の中横
架材により階上に向く登り階段を形成する上の登り階段
枠体の下端を支持している。
In order to achieve the above object, the stairway structure of the present invention is a structure of a stairway in which a bending staircase for the main body of the house is provided adjacent to the outer wall part of the main body of a multi-story house, and the stairway is provided with a bending staircase for the main body of the house. A first side pillar, a second side pillar, which have a side wall perpendicular to the part, and a back wall that connects the rear end of the side wall, and which are erected to face each other at an intermediate position of the side wall; a middle pillar installed at an intermediate position between the side pillars; a first middle horizontal member installed between the first side pillar and the middle pillar; The connecting beam connecting the first back and horizontal members of the same height as the middle and horizontal members supports the upper end of the lower climbing stair frame that forms the ascending stairs from the lower floor of the bending staircase, while supporting the second A second member connecting the side pillars and the middle pillar and located higher than the first middle horizontal member.
A folding frame body for forming a bending part of the stairs is formed by the middle and horizontal members and the second back and horizontal members provided on the back wall and having the same height as the second middle and horizontal members, in cooperation with the joint beam. Moreover, the lower end of the upper climbing stair frame forming the ascending staircase facing upward is supported by the second middle and horizontal member.

〔作用〕[Effect]

第1、第2の側柱と、中柱とを具え、これ等の柱の間に
第1、第2の中横架材を高さを違えて架設するとともに
、該第1、第2の中横架材とそれぞれ同高の第1、第2
の背横架材を背壁に固定し、この第1、第2の中横架材
、第1、第2の背横架材に上、下の登り階段枠体及び折
曲り枠体を支持させる。従って、各階毎に前記第1、第
2の中横架材、第1、第2の背横架材をそれぞれ設ける
だけで、折曲り階段を上、下に重ねて形成することがで
き、その施工能率を大11に向上しうる。又前記折曲り
階段を配置する階段室は、敷地面積を拡大することなく
、該折曲り階段を増築しうるため、敷地の有効利用を図
りうる。
It has first and second side columns and a middle column, and first and second middle and horizontal members are installed at different heights between these columns, and the first and second side columns are constructed at different heights. The first and second sections are the same height as the middle and horizontal members, respectively.
The upper and lower climbing stair frames and the folding frame are supported on the first and second middle and horizontal members and the first and second back and horizontal members. let Therefore, by simply providing the first and second middle and horizontal members and the first and second back and horizontal members for each floor, it is possible to form folding stairs by stacking them upward and downward. Construction efficiency can be improved by a factor of 11. Moreover, since the stairway in which the folding staircase is placed can be extended without expanding the site area, the site can be used effectively.

〔実施例〕〔Example〕

以下本発明の階段室の構造が第1図に示すような3階建
の集合住宅をなす家屋本体Aの外壁部分Bに隣接され、
該家屋本体A用の破線で示される折曲り階段2を設ける
ことに採用される場合を例にとって図面に基づき説明す
る。
Hereinafter, the structure of the stairwell of the present invention is adjacent to the outer wall part B of the main body A of the house forming a three-story apartment building as shown in FIG.
A case in which the method is adopted for providing a folding staircase 2 shown by a broken line for the house body A will be explained based on the drawings as an example.

第2図において、階段室Sは、側壁3.3と、背壁4と
を有しかつ該側壁3.3の各中間位置に立設される第1
、第2の側柱5.6と、該第1、第2の側柱5.6の間
に立設される中柱7とを具える。又該第1、第2の側柱
5と中柱7との間には、夫々第1、第2の中横架材9.
10が架設されるとともに、前記側壁3には、第1、第
2の背横架材11.12が設けられる。
In FIG. 2, the stairway S has a side wall 3.3 and a back wall 4, and first walls erected at intermediate positions of the side wall 3.3.
, a second side post 5.6, and a middle post 7 erected between the first and second side posts 5.6. Also, between the first and second side pillars 5 and the middle pillar 7, there are first and second middle and horizontal members 9, respectively.
10 is constructed, and the side wall 3 is provided with first and second dorsal and transverse members 11 and 12.

又、階段室Sにあっては、前記該第1の中横架材9と第
1の背横架材11とを継ぐ継ぎ梁13、前記第2の中横
架材10及び第2の背横架材12により上、下の登り階
段枠体14.15と折曲り枠体16とを支持している。
In addition, in the staircase room S, a connecting beam 13 connecting the first middle and horizontal members 9 and the first back and horizontal members 11, a joint beam 13 connecting the first middle and horizontal members 10 and the second back and horizontal members 11, The upper and lower climbing stair frames 14 and 15 and the folding frame 16 are supported by the horizontal members 12.

側壁3は、前記外壁部分Bに対して直交するとともに該
外壁部分Bで開放する開口部りの両端に垂直に立設され
た前柱19.19に、家屋外方に水平かつ外壁部分Bと
直交してのびる梁材20゜20を介して連結されかつ垂
直に立設された後柱21.21を有している。
The side wall 3 has front pillars 19 and 19 vertically erected at both ends of an opening that is perpendicular to the outer wall portion B and is open in the outer wall portion B, and is horizontally connected to the outer wall portion B outward from the house. It has rear pillars 21, 21 which are connected via beams 20.20 extending orthogonally to each other and are vertically erected.

該梁材20は、溝形鋼90.91の溝部を向かい合わせ
て対設するとともに、溝形鋼90,91間にラチスを架
は渡したラチス梁であって、前記前柱19と後柱21と
の向き合う各側面に、その両端を固着している。側壁3
は、前記梁材2oの上の溝形鋼90の水平なウェブEが
その上面を前記家屋本体Aの2階床、3階床とそれぞれ
略同高を有して上、下の梁材2OA、20Bを取付けて
いる。
The beam material 20 is a lattice beam in which grooves of channel steels 90 and 91 are arranged facing each other, and a lattice is passed between the channel steels 90 and 91, and the front column 19 and the rear column are connected to each other. Both ends are fixed to each side facing 21. side wall 3
The horizontal web E of the channel steel 90 on the beam 2o has its upper surface approximately at the same height as the second and third floors of the house main body A, respectively, and the upper and lower beams 2OA , 20B is installed.

又前記前柱19.19、後柱20.20は、角鋼管から
なり、階段室Sの土台部F1と屋根G1との間を連結す
る通し柱である。なお該土台部F1、屋根G1は、家屋
本体Aの土台部F1屋根Gから第1図に示すように階段
室S方向に張出して形成される。
Further, the front pillar 19.19 and the rear pillar 20.20 are made of square steel pipes, and are through pillars that connect the base part F1 of the staircase room S and the roof G1. The base portion F1 and the roof G1 are formed to extend from the base portion F1 roof G of the house main body A in the direction of the staircase S as shown in FIG.

前記背壁4は、前記側壁3.3後端を継ぐとともに、前
記後柱21.21間を梁材22により連結している。該
梁材22は、前記梁材20と略同構成のラチス梁であっ
て、該梁材20と同高を有して上、下に配設される。又
前記前柱19.19間にも梁材20と同構成の梁材31
が上、下に架設される。又背壁4は、背壁パネル23を
具える。
The back wall 4 connects the rear end of the side wall 3.3 and connects the rear columns 21.21 with a beam 22. The beam 22 is a lattice beam having substantially the same configuration as the beam 20, and is disposed above and below the beam 20 at the same height. Also, between the front pillars 19 and 19, there is a beam 31 having the same structure as the beam 20.
will be constructed above and below. The back wall 4 also includes a back wall panel 23.

該背壁パネル23は、本例では第3図に詳示するように
溝形鋼からなる上枠材24、下枠材25と側枠材26.
26とをその溝部を向かい合わせて溶着してなる矩形の
枠組の両面に面材27A、27Bを添設している。又前
記上枠材24と下枠材25との間には、その略中夫に溝
形鋼の補強材29が架設されている。背壁パネル23.
23は、前記下の梁材22Aと前記土台部F1との間及
び上の梁材22Bと下の梁材22Aとの間に、適宜の取
付金具を用いて連設、固定される。
In this example, the back wall panel 23 includes an upper frame member 24, a lower frame member 25, and a side frame member 26, which are made of channel steel, as shown in detail in FIG.
26 are welded with their grooves facing each other, and face materials 27A and 27B are attached to both sides of a rectangular framework. Further, between the upper frame member 24 and the lower frame member 25, a reinforcing member 29 made of channel steel is installed approximately at the center thereof. Back wall panel 23.
23 is connected and fixed between the lower beam 22A and the base F1 and between the upper beam 22B and the lower beam 22A using appropriate fittings.

さらに前記第1、第2の側柱5.6は、前記側壁3.3
の中間位置に対向して立設されるとともに、本実施例で
は、前記土台部F1と前記下の梁材2OBとの間及び前
記上の梁材2OAと下の梁材2OBとの間に垂直にかつ
同君にそれぞれ取付けられる角鋼管からなる部分柱5A
、5Bによって形成される。又前記中柱7は、前記第1
、第2の側柱5.6の中間位置に垂直に立設するととも
に、その上端を前記梁材20の斜め下方に位置する角鋼
管である。そして前記第1の側柱5と中柱7との間に前
記第1の中横架材9が、又第2の側柱6と中柱7との間
に前記第2の中横架材10が夫々架設される。
Further, the first and second side columns 5.6 are connected to the side wall 3.3.
In this embodiment, a vertical beam is provided between the base portion F1 and the lower beam 2OB, and between the upper beam 2OA and the lower beam 2OB. Partial columns 5A made of square steel pipes installed on each side
, 5B. Further, the middle pillar 7 is connected to the first
, is a square steel pipe that stands vertically at an intermediate position of the second side column 5.6, and has its upper end positioned diagonally below the beam member 20. The first middle horizontal member 9 is provided between the first side post 5 and the center post 7, and the second middle horizontal member is provided between the second side post 6 and the middle post 7. 10 will be constructed respectively.

第1の中横架材9は、第4図に示すように垂直なウェブ
の上下にフランジHS Iを水平に設けた断面コ字の溝
形鋼であって、その両端には矩形の板材30が溶着され
ている。第1の中横架材9は、その溝部Jを前記背壁4
に向けてかつ外壁部分Bと平行に配設するとともに前記
板材30を前記第1の側柱5と中柱7とにボルト止めす
ることにより固定される。なお第1の中横架材9は、前
記土台部F1と前記梁材20との中間よりやや下寄りに
取付く下の第1の中横架材9Aと、該梁材20の上方に
取付く上の第1の中横架材9Bとからなる。
As shown in FIG. 4, the first intermediate and horizontal member 9 is a channel steel with a U-shaped cross section, in which flanges HS I are provided horizontally on the upper and lower sides of a vertical web, and rectangular plates 30 are provided at both ends of the channel steel. is welded. The first middle horizontal member 9 has its groove J connected to the back wall 4.
The plate material 30 is disposed facing toward the outer wall portion B and parallel to the outer wall portion B, and is fixed by bolting the plate material 30 to the first side column 5 and the middle column 7. Note that the first intermediate and horizontal members 9 are attached to the lower first intermediate and horizontal members 9A that are attached slightly below the middle of the base portion F1 and the beam members 20, and to the upper part of the beam members 20. It consists of the upper first middle and horizontal members 9B.

第2の中横架材10は、第1の中横架材9と略同構成で
あり、ウェブ及び上、下のフランジH1■を有しその溝
部Jを前記家屋本体Aに向けてかつ該上、下の第1の中
横架材9B、9Aよりもそれぞれ高位置に上の第2の中
横架材10B1下の第2の中横架材10Aを配してなり
、上、下の第2の中横架材10B、IOAはその両端を
第2の側柱6と中柱7とにそれぞれボルト止めされ固定
される。
The second middle and horizontal frame member 10 has approximately the same configuration as the first middle and horizontal frame member 9, and has a web and upper and lower flanges H1, and has a groove J thereof directed toward the house main body A. The upper and lower second intermediate and horizontal members 10B1 and lower second intermediate and horizontal members 10A are arranged at higher positions than the upper and lower first intermediate and horizontal members 9B and 9A, respectively. Both ends of the second intermediate and horizontal members 10B and IOA are bolted and fixed to the second side column 6 and the center column 7, respectively.

前記第1、第2の背横架材11.12は、垂直なウェブ
の上、下にフランジに、Lを水平に設けた断面コ字の溝
形鋼であって、そのウェブは前記第1、第2の中横架材
9.10のウェブより中挟に、又その長さは該第1、第
2の中横架材9.10と略等しく形成されている。又第
1、第2の背横架材11.12は、その溝部Mを家屋本
体Aに向けかつその上フランジに上面を前記第1、第2
の中横架材9.10の上フランジH上面に整一させて、
即ち該第1、第2の中横架材9.10と同高にかつ第3
図に示す如く前記背壁4の背壁パネル23に、面材27
Aを挟んで前記側枠材26.26、補強材29にボルト
止めされることにより固定される。従って第1、第2の
背横架材11.12は、上の第1、第2の中横架材9B
、IOBと同高の上の第1、第2の背横架材11B、1
2B及び下の第1、第2の中横架材9A、IOAと同高
の下の第1、第2の背横架材11A、12Bを含む。
The first and second dorsal and transverse members 11.12 are channel steel having a U-shaped cross section with L horizontally provided on the upper and lower flanges of vertical webs, and the webs are , is formed between the webs of the second intermediate and horizontal members 9.10, and its length is approximately equal to that of the first and second intermediate and horizontal members 9.10. In addition, the first and second dorsal and transverse members 11.12 have their grooves M facing the house body A, and their upper surfaces facing the first and second flanges.
Align it with the upper surface of the upper flange H of the middle horizontal member 9.10,
That is, the height is the same as that of the first and second middle and horizontal members 9.10, and the third
As shown in the figure, a facing material 27 is attached to the back wall panel 23 of the back wall 4.
It is fixed by being bolted to the side frame members 26, 26 and reinforcing member 29 with A in between. Therefore, the first and second dorsal and transverse members 11.12 are the upper first and second middle and transverse members 9B.
, the first and second dorsal and horizontal members 11B, 1 at the same height as the IOB.
2B, the first and second intermediate and horizontal members 9A below, and the first and second back and horizontal members 11A and 12B at the same height as the IOA.

第1の中横架材9と、該第1の中横架材9に同高の第1
の背横架材10とを継ぐ前記継ぎ梁13は、本例では短
尺な角鋼管で形成され、該第1の中横架材9と第1の背
横架材10との各上フランジH,に上面に直交して固着
されるとともに、継ぎ梁13は、該上フランジH,にの
両端近傍に平行に固定される外の継ぎ梁13Aと内の継
ぎ梁13Bとからなる。
A first intermediate horizontal member 9 and a first intermediate horizontal member 9 of the same height as the first intermediate horizontal member 9.
In this example, the joint beam 13 that connects the back and transverse members 10 is formed of a short square steel pipe, and connects each upper flange H of the first middle and transverse members 9 and the first back and transverse members 10. , and the joint beam 13 consists of an outer joint beam 13A and an inner joint beam 13B, which are fixed in parallel to each other near both ends of the upper flange H,.

なお本例では、第2の中横架材10と、前記第2の背横
架材12との間にも前記継ぎ梁13と同構成の継ぎ梁1
7.17が架設される。
In this example, a joint beam 1 having the same configuration as the joint beam 13 is also provided between the second middle and horizontal members 10 and the second back and horizontal members 12.
7.17 will be erected.

前記継ぎ梁13は、前記下の登り階段枠体14の上端を
支持する。
The connecting beam 13 supports the upper end of the lower climbing stair frame 14.

該下の登り階段枠体14は、第4〜5図に示すように折
曲り階段2の階下からの登り階段Pを形成するとともに
側板33.33の下部を架は渡して裏刷目板に添着し、
該奥羽目板上方かつ側板33.33の間にけ込み板と段
板を適宜の階段ピッチで設けた階段部34を配設してな
るブロック体である。又該下の登り階段枠体14の下端
は前記土台部F1又は階下床に載設、固定され、上端は
最上部のけ込み板上端から水平に突出した係着片35が
前記継ぎ梁13に載置、ボルト止めされることにより固
定される。
The lower ascending staircase frame 14 forms an ascending staircase P from the lower floor of the folding staircase 2, as shown in FIGS. attached,
It is a block body in which a staircase part 34 is provided above the back siding and between the side panels 33 and 33, in which a sill board and a stepped board are provided at an appropriate step pitch. Further, the lower end of the lower climbing stair frame 14 is placed and fixed on the base part F1 or the downstairs floor, and the upper end is attached to the connecting beam 13 by an engaging piece 35 projecting horizontally from the upper end of the uppermost stub board. It is fixed by being placed and bolted.

さらに該継ぎ梁13は、前記第2の中横架材10及び同
高の第2の背横架材11と協働して前記折曲り枠体16
を支持する。
Further, the connecting beam 13 cooperates with the second middle and horizontal members 10 and the second back and horizontal members 11 of the same height to form the bending frame 16.
support.

該折曲り枠体16は、折曲り階段2の折曲り部Qを形成
するとともに、該継ぎ梁13上に、前記下の登り階段枠
体14の係着片35端縁に連続して載置、ボルト止めさ
れる矩形の下板40を具える。
The bending frame 16 forms the bending part Q of the bending staircase 2, and is placed on the connecting beam 13 continuously to the end edge of the engagement piece 35 of the lower climbing stair frame 14. , comprising a rectangular lower plate 40 to which is bolted.

折曲り枠体16は、該下板40上に、前記中柱7から前
記後柱21に斜めにのびて立上るけ込み部16A1該は
込み部16A上端から水平にのびる略三角状の段部16
B、該段部16Bの家屋本体Aと直交する端縁から立上
がるけ込み部16C1該は込み部16Cの上端から水平
にのびる略三角状の段部16D1該16Dの後柱21に
向く端縁から立上がるけ込み部16E及び該は込み部1
6Eの上端から水平にのびる三角形の段部16Fを一体
に形成しているブロック体である。又折曲り枠体16の
段部16F端縁下部には、水平に突出する固着片41を
設けていて、これにより、該折曲り枠体16は、前記第
2の中横架材10と第2の背横架材11とに、前記継ぎ
梁17.17にボルト止めされることにより該継ぎ梁1
7を介して支持される。
The folding frame body 16 has a substantially triangular stepped portion on the lower plate 40 extending horizontally from the upper end of the recessed portion 16A1 and the recessed portion 16A that extends obliquely from the middle pillar 7 to the rear pillar 21. 16
B, a substantially triangular step portion 16D1 extending horizontally from the upper end of the recessed portion 16C1 rising from the edge of the stepped portion 16B perpendicular to the house body A; an edge facing the rear pillar 21 of the 16D; The insertion portion 16E rising from the insertion portion 1
It is a block body integrally formed with a triangular step 16F extending horizontally from the upper end of the block 6E. Further, a horizontally protruding fixing piece 41 is provided at the lower end edge of the stepped portion 16F of the folding frame 16, so that the folding frame 16 is connected to the second middle and horizontal member 10. The joint beams 17 and 17 are bolted to the joint beams 17 and 17.
7.

前記第2の中横架材10は、前記上の登り階段枠体15
の下端を支持する。
The second middle horizontal member 10 is connected to the upper climbing stair frame 15.
Support the bottom edge of.

該上の登り階段枠体15は、階上に向く登り階段Rを形
成するとともに、前記下の登り階段枠体14と、略同構
成を有し、上端に係着片43を設けたブロック体である
。その上端は、前記梁材31の上の溝形鋼90のウェブ
E上面に係止する前記係着片43をボルト止めすること
により固定される。又その下端は、第5図に示すように
登り階段枠体15最下部の、け込み板から下方に垂下す
る垂下片44を、前記折曲り枠体16の段部16F側面
に沿わせてかつ前記継ぎ梁17.17にボルト止めする
ことにより、該継ぎ梁17を介して前記第2の中横架材
10に支持される。
The upper climbing stair frame 15 forms a climbing stair R facing upward, and has substantially the same structure as the lower climbing stair frame 14, and is a block body provided with an engaging piece 43 at the upper end. It is. Its upper end is fixed by bolting the locking piece 43 that locks onto the upper surface of the web E of the channel steel 90 on the beam member 31. As shown in FIG. 5, its lower end is arranged so that a hanging piece 44 that hangs downward from the sash plate at the lowest part of the climbing stair frame 15 is aligned with the side surface of the step 16F of the bent frame 16. By bolting to the connecting beams 17 and 17, it is supported by the second intermediate and horizontal member 10 via the connecting beams 17.

なお上、下の登り階段枠体14.15、折曲り枠体16
には適宜手摺りTが取付けられる。
In addition, the upper and lower climbing stair frames 14 and 15, and the folding frame 16
A handrail T is attached as appropriate.

〔発明の効果〕〔Effect of the invention〕

斜上のごとく本発明の階段室の構造は、折曲り階段を形
成する上、下の登り階段枠体、折曲り枠体を、第1、第
2の側柱と中柱とに固着する第11第2の中横架材と背
壁に固定する第1、第2の背横架材とに取付けている。
The structure of the stairwell of the present invention, as shown in the diagonal top, includes upper and lower climbing stair frames forming a folding staircase, and a first frame which fixes the folding frame to the first and second side pillars and the middle pillar. 11 It is attached to the second middle and horizontal members and the first and second back and horizontal members fixed to the back wall.

従って、複数の折曲り階段を2本の側柱と中柱とにそれ
ぞれ支持させることが出来、3階以上の高層家屋の階段
室を簡易に形成することが可能となりその施工能率を大
巾に向上しうる。
Therefore, multiple bending staircases can be supported by two side pillars and a middle pillar, making it possible to easily form staircases in high-rise houses with three or more floors, greatly increasing construction efficiency. It can be improved.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は本発明の階段室の構造が採用される家屋を略示
する斜視図、第2図は本発明の一実施例を示す斜視図、
第3図は背壁パネルを例示する斜視図、第4図は下の登
り階段枠体と折曲り枠体の取付けを示す分解斜視図、第
5図は本実施例の断面図、第6図は第5図のX−X線断
面図、第7図は第5図のY−Y線断面図、第8図は従来
技術を示す斜視図である。 2−一折曲り階段、 3−1.−側壁、 4−背壁、5
−第1の側柱、 6−第2の側柱、 7−1中柱、9−
・−・第1の中横架材、 10〜第2の中横架材、11
.、−11.第1の背横架材、 12−第2の背横架材
、13、、−継ぎ梁、  14−1下の登り階段枠体、
15−、−上の登り階段枠体、 16−、折曲り枠体、
A−1家屋本体、 B −外壁部分、 S −、−、階
段室。 特許出願人    ナショナル住宅産業株式会社代理人
  弁理士 苗    村      正f$351 第5図 第6図 第7 図 第8図
FIG. 1 is a perspective view schematically showing a house in which the stairwell structure of the present invention is adopted, and FIG. 2 is a perspective view showing an embodiment of the present invention.
Fig. 3 is a perspective view illustrating the back wall panel, Fig. 4 is an exploded perspective view showing the attachment of the lower climbing stair frame and the folding frame, Fig. 5 is a sectional view of this embodiment, and Fig. 6 5 is a cross-sectional view taken along the line X--X in FIG. 5, FIG. 7 is a cross-sectional view taken along the Y-Y line in FIG. 5, and FIG. 8 is a perspective view showing the prior art. 2-One-fold staircase, 3-1. - side wall, 4 - back wall, 5
-First side pillar, 6-Second side pillar, 7-1 Middle pillar, 9-
・-・First medium-horizontal structural material, 10 to second medium-horizontal structural material, 11
.. , -11. 1st back and transverse member, 12-second back and transverse member, 13, , - joint beam, 14-1 lower climbing stair frame,
15-, upper climbing stair frame, 16-, folding frame,
A-1 main body of the house, B-outer wall portion, S-, -, staircase room. Patent applicant National Housing Industry Co., Ltd. Agent Patent attorney Tadashi Naemura f$351 Figure 5 Figure 6 Figure 7 Figure 8

Claims (1)

【特許請求の範囲】[Claims] 1 複数階建の家屋本体の外壁部分に隣接され家屋本体
用の折曲り階段を設ける階段室の構造であって、階段室
は、外壁部分と直交する側壁と、側壁後端を継ぐ背壁と
を有しかつ側壁の中間位置に対向して立設した第1の側
柱、第2の側柱と、この第1、第2の側柱間の中間位置
に立設した中柱とを具えるとともに、第1の側柱と中柱
との間に架設した第1の中横架材と前記背壁に設けられ
かつこの第1の中横架材と同高の第1の背横架材を継ぐ
継ぎ梁により、折曲り階段の階下からの登り階段を形成
する下の登り階段枠体の上端を支持する一方、第2の側
柱と中柱との間を結びかつ第1の中横架材よりも高位置
の第2の中横架材と、背壁に設けられ第2の中横架材と
同高の第2の背横架材により階段の折曲り部形成用の折
曲り枠体を、前記継ぎ梁と協働して支持し、しかも第2
の中横架材により階上に向く登り階段を形成する上の登
り階段枠体の下端を支持してなる階段室の構造。
1. A stairwell structure that is adjacent to the outer wall of a multi-story house and has a folding staircase for the main body of the house, and the stairwell has a side wall that is orthogonal to the outer wall, and a back wall that connects the rear end of the side wall. and a first side pillar and a second side pillar that are erected to face an intermediate position of the side wall, and a middle pillar that is erected at an intermediate position between the first and second side pillars. and a first mid-horizontal frame installed between the first side column and the middle pillar, and a first back-lateral frame provided on the back wall and having the same height as the first middle and horizontal frame. The joint beam connecting the timbers supports the upper end of the lower climbing stair frame that forms the climbing staircase from the lower floor of the bending staircase, while connecting the second side pillar and the middle pillar and connecting the first middle pillar. A second middle horizontal member located higher than the horizontal member and a second back horizontal member provided on the back wall and having the same height as the second middle horizontal member provide a folding structure for forming a bend in the staircase. The bent frame body is supported in cooperation with the joint beam, and the second
A stairway structure in which the lower end of an upper climbing stair frame forming an upward stairway is supported by medium and horizontal members.
JP2244462A 1990-09-14 1990-09-14 Staircase structure Expired - Lifetime JPH073108B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2244462A JPH073108B2 (en) 1990-09-14 1990-09-14 Staircase structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2244462A JPH073108B2 (en) 1990-09-14 1990-09-14 Staircase structure

Publications (2)

Publication Number Publication Date
JPH04124362A true JPH04124362A (en) 1992-04-24
JPH073108B2 JPH073108B2 (en) 1995-01-18

Family

ID=17119008

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2244462A Expired - Lifetime JPH073108B2 (en) 1990-09-14 1990-09-14 Staircase structure

Country Status (1)

Country Link
JP (1) JPH073108B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017125306A (en) * 2016-01-12 2017-07-20 すてきナイスグループ 株式会社 Indoor stairs

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5027286A (en) * 1973-07-14 1975-03-20
JPS50104406U (en) * 1974-01-31 1975-08-28

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5027286A (en) * 1973-07-14 1975-03-20
JPS50104406U (en) * 1974-01-31 1975-08-28

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017125306A (en) * 2016-01-12 2017-07-20 すてきナイスグループ 株式会社 Indoor stairs

Also Published As

Publication number Publication date
JPH073108B2 (en) 1995-01-18

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