JP3114041B2 - Stair construction method and unit stairs - Google Patents

Stair construction method and unit stairs

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Publication number
JP3114041B2
JP3114041B2 JP05270962A JP27096293A JP3114041B2 JP 3114041 B2 JP3114041 B2 JP 3114041B2 JP 05270962 A JP05270962 A JP 05270962A JP 27096293 A JP27096293 A JP 27096293A JP 3114041 B2 JP3114041 B2 JP 3114041B2
Authority
JP
Japan
Prior art keywords
staircase
wall
unit
stairs
floor
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 - Lifetime
Application number
JP05270962A
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Japanese (ja)
Other versions
JPH07127210A (en
Inventor
精文 横森
Original Assignee
株式会社横森製作所
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Filing date
Publication date
Application filed by 株式会社横森製作所 filed Critical 株式会社横森製作所
Priority to JP05270962A priority Critical patent/JP3114041B2/en
Publication of JPH07127210A publication Critical patent/JPH07127210A/en
Application granted granted Critical
Publication of JP3114041B2 publication Critical patent/JP3114041B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Steps, Ramps, And Handrails (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、階段と階段室とを構
築する階段の構築方法及びその実施に使用するユニット
階段に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a staircase for constructing a staircase and a staircase, and to a unit staircase used for implementing the method.

【0002】[0002]

【従来の技術】従来、コンクリート構造物(鉄筋コンク
リート、鉄骨鉄筋コンクリートなど)で階段及び階段室
を構築する際には、所定の踏段の形状に合わせて段々に
形成した型枠及び階段室の内外に型枠を構築してコンク
リートを打設して、階段室と一体の階段を構築してい
た。また、予め工場などで、踏段及び必要な踊り場をさ
さら桁で挟んだ形状の鉄骨階段を構築し、この鉄骨階段
を現場に搬入して架設し、架設した鉄骨階段の周りに階
段室構築用の所定の内型枠及び外型枠を構築してコンク
リートを打設して階段室を構築していた。
2. Description of the Related Art Conventionally, when building a staircase and a staircase with a concrete structure (reinforced concrete, steel-framed reinforced concrete, etc.), a mold formed step by step according to the shape of a predetermined step and a mold inside and outside the staircase are used. They built a frame, poured concrete, and built a staircase with the staircase. In addition, at a factory or the like, a steel staircase with steps and necessary landings sandwiched by sasaras is constructed in advance, and this steel staircase is carried to the site and erected, and a staircase building is constructed around the erected steel staircase. The staircase has been constructed by constructing predetermined inner and outer molds and casting concrete.

【0003】[0003]

【発明が解決しようとする課題】前記従来の方法では、
いずれの方法によっても、階段室を構築する際の内型枠
の加工及びコンクリート固化後の内型枠の取り外しが必
要であり、施工が煩雑となる問題点があった。
In the above conventional method,
Either method requires processing of the inner formwork when constructing the staircase and removal of the inner formwork after solidification of the concrete, resulting in a problem that the construction is complicated.

【0004】[0004]

【課題を解決するための手段】然るにこの発明は、階段
室壁内側に階段部材を固着してなるユニット階段を使用
して階段を構築したので、前記問題点を解決した。
According to the present invention, however, the above-mentioned problem has been solved because the stairs are constructed by using the unit stairs having the stair members fixed inside the wall of the staircase.

【0005】即ちこの発明は、既設階の床上の所定位置
に、階段室内壁の内側に1階分の階段部材を設置してな
るユニット階段を載置固定し、該ユニット階段の上に次
階用のユニット階段を載置して互いに連結固定すると共
に、前記階段室内壁の外側に外型枠を所定間隙を空けて
配置し、前記階段室内壁と外型枠との間にコンクリート
を打設して階段室壁を構築し、以下順次次階のユニット
階段を連結固定して同様に階段及び階段室を構築するこ
とを特徴とした階段の構築方法である。
Namely this invention, a predetermined position of the floor of the existing floor, the unit stairs mounted fixed made by installing a stair member 1 Kaibun inside stairway inner wall Tsugikai over the unit staircase When the unit stairs are placed and
An outer formwork is provided outside the staircase interior wall with a predetermined gap.
Place the concrete between the staircase interior wall and the outer formwork
And a staircase wall is constructed, and unit stairs of the next floor are sequentially connected and fixed to construct a staircase and a staircase similarly.

【0006】また、所定の高さで、上下に開放した階段
室構築用の階段室内壁の側面に、出入口用の開口部を設
け、前記階段室内壁の内面に、踏段及び必要な踊り場を
組み合わせてなる1階分の階段部材を固定すると共に前
記階段室内壁の上下両端周縁部に連結部を連設し、前記
階段室内壁に形成した透孔に、前記階段室内壁の外側に
階段室壁用の外型枠を取付ける為のセパレータを取付け
可能としたことを特徴とするユニット階段である。更
に、階段室内壁内に階段部材を支持する受梁を架設し、
該受梁の両端に形成したアンカーを前記階段室内壁の外
側に突出したことを特徴とするユニット階段である。
Further, at a predetermined height, the side face of the staircase inside wall for Staircase construction which is open vertically, an opening for entrance provided on the inner surface of the stairwell inner wall, combining the steps and the required landing 1 Kaibun stair member comprising Te consecutively provided a connecting portion to the upper and lower end peripheral portion of the stepped chamber wall is fixed, the
In the through hole formed in the staircase interior wall, outside the staircase interior wall
Separator for mounting outer formwork for staircase wall
This is a unit staircase that is made possible. Furthermore, a support beam for supporting the stair member is erected in the interior wall of the staircase,
Anchors formed at both ends of the receiving beam are attached outside the staircase interior wall.
It is a unit staircase characterized by projecting to the side .

【0007】前記における階段部材は、通常、踏段の中
間部に1つの中間踊り場を有する構成であるが、踏段の
中間部に複数の中間踊り場を有する構成、あるいは中間
踊り場をなくして踏段のみから構成することもできる。
[0007] The above-mentioned stairs member usually has a structure in which one intermediate landing is provided at an intermediate portion of the step, but has a structure in which a plurality of intermediate landings are provided in the intermediate portion of the step, or comprises only the step without the intermediate landing. You can also.

【0008】[0008]

【作用】ユニット階段の上下両周縁部に連結部を設けた
ので、ユニット階段を上下に連結固定できる。
Since the connecting portions are provided at the upper and lower peripheral edges of the unit stairs, the unit stairs can be connected and fixed vertically.

【0009】階段室壁内に階段部材を固定したユニット
階段を使用して、上下に連結固定できるので、階段及び
階段室を同時に構築できる。また、コンクリート構造物
では階段室壁を内型枠として利用できる。また、連結さ
れたユニット階段は自立できるので、躯体の構築に先行
して階段を構築できる。
The unit stairs having the stair members fixed in the walls of the staircase can be connected and fixed up and down, so that the stairs and the staircase can be constructed simultaneously. In a concrete structure, the wall of the staircase can be used as an inner frame. Further, since the connected unit stairs can be made independent, the stairs can be constructed prior to the construction of the frame.

【0010】方杖を取外し可能に取り付ければ、開口部
を補強でき、例えば開口部が大形のユニット階段でも使
用に支障がない。
[0010] If the cane is detachably attached, the opening can be reinforced and, for example, there is no problem in using the unit stairs having a large opening.

【0011】[0011]

【実施例】図面に基づきこの発明の実施例を説明する。An embodiment of the present invention will be described with reference to the drawings.

【0012】構築場所に合わせた所定高さの階段室構築
用の壁に沿って壁枠板1、2、3をを平面コ字型に配置
し互いに連結して壁枠(階段室壁)5を構成する。前記
壁枠5は、上下に開口部6、7を有し、一側面4(壁枠
板を配置していない面)に出入口(出入口用の開口部)
8が開口している。
The wall frame plates 1, 2, and 3 are arranged in a plane U-shape along a wall for constructing a staircase of a predetermined height according to a construction place, and are connected to each other to form a wall frame (staircase wall) 5. Is configured. The wall frame 5 has openings 6 and 7 at the top and bottom, and an entrance (an opening for entrance) is provided on one side surface 4 (a surface on which the wall frame plate is not arranged).
8 is open.

【0013】前記における各壁枠板1、2、3は、該壁
枠板と同一高さで幅の狭い壁枠板部材61、61の複数
を連結して構成してある。ここで、壁枠板部材61は周
縁部に連結補強用のリブ62を有しており、該リブは長
さ方向に所定間隔(例えば500mm程度)で透孔63、
63を穿設してある。前記壁枠板部材61、6を連結
する際には、隣接する壁枠板部材61、61のリブ6
2、62を、外側の向け、対向して当接して、隣接する
壁枠板部材61の各透孔63、63を連通させ、幾つか
の透孔を選択してこの連通した透孔63、63にボルト
64を挿通してナットで締結する(図9(a)
(b))。
Each of the above-mentioned wall frame plates 1, 2, 3 is formed by connecting a plurality of wall frame plate members 61, 61 having the same height and a narrow width as the wall frame plates. Here, the wall frame plate member 61 has a rib 62 for connection reinforcement at a peripheral portion thereof, and the rib is provided with a through hole 63 at a predetermined interval (for example, about 500 mm) in the length direction.
63 is drilled. When connecting the wall frame plate member 61,6 1, the adjacent wall frame plate members 61 and 61 the rib 6
2 and 62 are directed outward and opposed to each other to make the respective through-holes 63 and 63 of the adjacent wall frame plate member 61 communicate with each other. A bolt 64 is inserted through 63 and fastened with a nut (FIG. 9A)
(B)).

【0014】前記壁枠5(壁枠板1、2、3)の上縁部
は水平方向外側に折り曲げ連結部9、9を構成し、該連
結部9、9には所定間隔に連結孔10、10が夫々穿設
してある。また、同様に前記壁枠5の下縁部も水平方向
外側に折り曲げ(あるいはL型鋼を固着して)連結部1
1、11を構成し、該連結部11、11には所定間隔に
連結孔12、12が夫々穿設してある。前記連結孔10
と連結孔12とは垂直方向で同一位置に穿設されてい
る。また、前記壁枠板1、3の出入口8側の縁を垂直方
向に折り曲げ(あるいはL型鋼を固着して)補強縁1
3、13を構成する。また、前記壁枠板1、3の出入口
8側の上隅部1a、3aに水平方向の連結部15を有す
る補強杆(L型鋼)14を固定し、同様に前記壁枠板
1、3の出入口8側の下隅部1b、3bの水平方向の連
結部17を有する補強杆(L型鋼)16を固定する。前
記補強杆14、16の連結部15、17には、前記連結
部11と同様に、夫々連結孔18、18を穿設する。
The upper edges of the wall frame 5 (wall frame plates 1, 2, 3) are bent outward in the horizontal direction to form connecting portions 9, 9, and the connecting portions 9, 9 have connecting holes 10 at predetermined intervals. And 10 are drilled respectively. Similarly, the lower edge of the wall frame 5 is also bent outward (or L-shaped steel is fixed) to the connecting portion 1 in the horizontal direction.
The connecting portions 11 and 11 are provided with connecting holes 12 and 12 at predetermined intervals, respectively. The connection hole 10
And the connection hole 12 are formed at the same position in the vertical direction. Also, the edges of the wall frame plates 1 and 3 on the side of the entrance 8 are bent vertically (or L-shaped steel is fixed) and the reinforcing edges 1 are formed.
3 and 13 are configured. Further, a reinforcing rod (L-shaped steel) 14 having a horizontal connecting portion 15 is fixed to the upper corners 1a, 3a of the wall frame plates 1, 3 on the entrance 8 side. A reinforcing rod (L-shaped steel) 16 having a horizontal connecting portion 17 at the lower corners 1b and 3b on the entrance 8 side is fixed. Connection holes 18, 18 are formed in the connection portions 15, 17 of the reinforcing rods 14, 16, similarly to the connection portion 11.

【0015】前記壁枠5の一側面4に対向する側面の壁
枠板2の内面の所定高さに中間踊り場19を固定する。
前記中間踊り場19は出入り口8側の一縁20を固定せ
ず、他の3縁を壁枠板1、2、3の内面に固定されてい
る。
An intermediate landing 19 is fixed at a predetermined height on the inner surface of the wall frame plate 2 on the side surface facing the one side surface 4 of the wall frame 5.
In the intermediate landing 19, one edge 20 on the entrance 8 side is not fixed, and the other three edges are fixed to the inner surfaces of the wall frame plates 1, 2, and 3.

【0016】所定の踏板21、21を階段状に上下に連
結してなる踏段22の一側縁22a、22aにささら桁
23を連結固定して下階段部材24を構成する。前記踊
り場19の一縁20の一側20aと補強杆16との間に
前記下階段部材24の上下を架設固定し、前記下階段部
材24の踏段22の他側縁22b、22bを前記壁枠5
の壁枠板1の内面に固定する。
A lower step member 24 is formed by connecting and fixing a slab girder 23 to one side edge 22a, 22a of a step 22 formed by connecting predetermined step plates 21, 21 vertically in a stepwise manner. The lower step member 24 is vertically mounted and fixed between one side 20a of one edge 20 of the landing 19 and the reinforcing rod 16, and the other side edges 22b, 22b of the step 22 of the lower step member 24 are fixed to the wall frame. 5
To the inner surface of the wall frame plate 1.

【0017】また、同様に所定の踏板25、25を階段
状に上下に連結してなる踏段26の一側縁26a、26
aにささら桁27を連結固定して上階段部材28を構成
する。前記踊り場19の一縁20の他側20bと補強杆
14との間に前記上階段部材28の上下を架設固定し、
前記上階段部材28の踏段26の他側縁26b、26b
を前記壁枠5の壁枠板3の内面に固定する。
Similarly, one side edge 26a, 26 of a step 26 formed by connecting predetermined step plates 25, 25 vertically in a stepwise manner.
The upper step member 28 is formed by connecting and fixing the sara spar 27 to a. The upper and lower stairs members 28 are vertically installed and fixed between the other side 20b of the one edge 20 of the landing 19 and the reinforcing rod 14,
The other side edge 26b of the step 26 of the upper stair member 28, 26b
Is fixed to the inner surface of the wall frame plate 3 of the wall frame 5.

【0018】また、前記補強杆14の中央部と前記補強
杆16の壁枠板3側との間に方杖29を斜めに取外し可
能に架設し、以上のようにして、ユニット階段30を構
成する(図7(a)、図2乃至図5)。前記において、
図中31、32は夫々手摺で、下端部を夫々ささら桁2
3、27に固定してある。また、図中33は中間踊り場
19の底面及びささら桁23、27を支持する受梁で、
該受梁33の両端部に夫々連設したアンカー33a、3
3aは夫々壁枠1、3を貫通して壁枠外方に突出してい
る。
Further, between the central portion of the reinforcing rod 14 and the wall frame plate 3 side of the reinforcing rod 16, a stick 29 is installed so as to be able to be removed obliquely, and the unit stairs 30 is constructed as described above. (FIG. 7A, FIGS. 2 to 5). In the above,
In the figure, reference numerals 31 and 32 denote handrails, respectively, and the lower end thereof is each
3, 27 fixed. Also, in the drawing, reference numeral 33 denotes a receiving beam for supporting the bottom surface of the intermediate landing 19 and the sasashira 23, 27,
Anchors 33a, 3a connected to both ends of the receiving beam 33, respectively.
3a penetrates the wall frames 1 and 3, respectively, and protrudes outward from the wall frames.

【0019】次に、前記実施例に基づくこの発明のユニ
ット階段30の使用を説明する。
Next, the use of the unit staircase 30 of the present invention based on the above embodiment will be described.

【0020】既設階の床35上の階段構築予定位置に1
階の階高に合わせて形成された1階用のユニット階段3
0を設置し床35に固定する(図1(a))。この際、
連結部11の連結孔12から床35にアンカーを打ち込
み、あるいは床35に予め埋設したアンカーを連結孔1
2に挿通して固定する(図示していない)。
At the position where the stairs are to be constructed on the floor 35 of the existing floor, 1
Unit staircase 3 for the first floor formed according to the floor height of the floor
0 is fixed to the floor 35 (FIG. 1A). On this occasion,
An anchor is driven into the floor 35 from the connection hole 12 of the connection portion 11 or an anchor embedded in the floor 35 in advance is connected to the connection hole 1.
2 and fixed (not shown).

【0021】次に、前記ユニット階段30上に、2階の
階高に合せて形成された2階用のユニット階段30aを
載置する。ここで、ユニット階段30の連結部9、9、
15と、ユニット階段30aの連結部11、11、17
とが互いに当接し、各連結部の連結孔10と連結孔1
2、連結孔18と連結孔18とが互いに連通する。連通
した各連結孔にボルト36を挿通してナット37を螺合
して互いに締結固定して(図6)、ユニット階段30、
30aを互いに連結する(図1(b))。この状態で、
ユニット階段30、30aは作業階段として利用でき
る。
Next, on the unit stairs 30, a unit stair 30a for the second floor, which is formed according to the height of the second floor, is placed. Here, the connecting portions 9, 9, of the unit stairs 30,
15 and the connecting portions 11, 11, 17 of the unit stairs 30a
Are in contact with each other, and the connection holes 10 and 1
2. The connection holes 18 communicate with each other. A bolt 36 is inserted into each of the communicating holes, and nuts 37 are screwed together and fastened and fixed to each other (FIG. 6).
30a are connected to each other (FIG. 1 (b)). In this state,
The unit stairs 30, 30a can be used as work stairs.

【0022】次に、階段室構築用の外型枠38、床構築
用型枠39及びその他の型枠を構築して(図1
(c))、型枠内にコンクリートを打設する。
Next, an outer formwork 38 for building a staircase, a formwork 39 for building a floor, and other forms are constructed (FIG. 1).
(C)) Pour concrete into the formwork.

【0023】この際、壁枠5が階段室構築用の内型枠を
構成する。また、壁枠5の外面の壁枠板部材61のリブ
62の透孔の内連結に使用しなかった透孔63、63
に、一端部を屈曲したセパレータ65の該一端部65a
を挿通して、セパレータ65の他端部65bに従来と同
様に外型枠38を取付け固定する(図9(b))。
At this time, the wall frame 5 forms an inner frame for building a staircase. Also, through holes 63, 63 not used for the inner connection of the through holes of the ribs 62 of the wall frame plate member 61 on the outer surface of the wall frame 5.
The one end 65a of the separator 65 having one end bent.
And the outer mold frame 38 is attached and fixed to the other end 65b of the separator 65 as in the prior art (FIG. 9B).

【0024】また、この際、受梁33のアンカー33a
を壁枠と外型枠の間に位置させる。従って、アンカー3
3aが長い場合には、壁枠と外型枠38との間に位置さ
せるように、アンカー33aを所定位置で屈曲する(図
示していない)。
At this time, the anchor 33a of the receiving beam 33
Is located between the wall frame and the outer formwork. Therefore, anchor 3
When the length 3a is long, the anchor 33a is bent at a predetermined position so as to be located between the wall frame and the outer frame 38 (not shown).

【0025】そして、コンクリートの固化後に階段室構
築用の外型枠38、床構築用型枠39及びその他の型枠
並びユニット階段30、30aの方杖29、29を取り
外し、1階分の床42、階段40及び階段室41並びに
その他躯体の構築が完了する(図1(d))。この際、
受梁33のアンカー33aは階段室41の壁内に埋設さ
れ定着する。また、この際、壁枠5は取り外さない。図
中43は階段室の出入口である。
After the concrete is solidified, the outer formwork 38 for constructing the staircase, the formwork 39 for constructing the floor and the other formwork and the bracelets 29, 29 of the unit stairs 30, 30a are removed and the floor of the first floor is removed. Construction of 42, stairs 40, staircase room 41, and other skeletons is completed (FIG. 1 (d)). On this occasion,
The anchor 33a of the receiving beam 33 is embedded and fixed in the wall of the staircase 41. At this time, the wall frame 5 is not removed. In the figure, reference numeral 43 denotes an entrance of the staircase.

【0026】以下、前記ユニット階段30a上に、更に
他のユニット階段を連結しながら各階の階段及び階段室
を躯体の構築と合わせて構築する。
Hereinafter, on the unit stairs 30a, the stairs and the stair rooms on each floor are constructed together with the construction of the skeleton while further connecting other unit stairs.

【0027】前記において、各ユニット階段の壁枠(階
段室壁)は同一の平面形状で、その高さは各階の階高に
合わせて形成する。従って、各階により階高が異なれば
踏板21、25の数、中間踊り場19の形状大きさが異
なる。
In the above, the wall frame (staircase room wall) of each unit stair has the same planar shape, and the height is formed in accordance with the floor height of each floor. Therefore, if the floor height is different for each floor, the number of the treads 21 and 25 and the shape and size of the intermediate landing 19 are different.

【0028】前記実施例において、ユニット階段は2階
分を連結しながら躯体を構築したがたが、3階分あるい
はそれ以上のユニット階段を一度に連結することもでき
る。
In the above embodiment, the frame is constructed while connecting the unit stairs for two floors. However, three or more unit stairs may be connected at one time.

【0029】た、前記実施例において、ユニット階段
30の壁型枠5は、内面に仕上げ板・シートなどの貼付
や、内面の塗装など予め仕上げ材を施した状態で、構築
現場に搬入することもできる。
[0029] Also, in the above embodiment, the wall formwork 5 units stairs 30, sticking or the like finishing plate sheets to the inner surface, in a state which has been subjected to pre-finish painting of the inner surface is carried into a construction site You can also.

【0030】また、前記実施例において、ユニット階段
30の方杖29は、運搬あるいはコンクリート打設時に
ユニット階段30の開口部が歪むことを防止する為の設
けたが、壁枠が十分な強度を有すれば、使用しないこと
もできる。
In the above embodiment, the brace 29 of the unit stairs 30 is provided to prevent the opening of the unit stairs 30 from being distorted during transportation or casting of concrete, but the wall frame has sufficient strength. If you have one, you can not use it.

【0031】また、前記実施例において、ユニット階段
30の踏段は踏板25を上下に連結したが、連結せず
に、踏板25を1段づつ分離した状態でささら桁23、
27に固定することもできる(図示していない)。
In the above-described embodiment, the steps of the unit stairs 30 have the tread plates 25 connected up and down. However, the tread plates 25 are separated one by one without being connected.
27 (not shown).

【0032】また、前記実施例において、壁枠5は壁枠
板1、2、3より平面コ状に形成したが、他の形状とす
ることもできる。例えば、図7(b)に示すように、上
下に開口した四角筒状の壁枠45の一側面45aに出入
口46を設け、該部に対応した壁枠45の下縁に、フロ
ア踊り場47を固定する。該フロア踊り場47に前記実
施例と同様に中間踊り場19、下階段部材24、上階段
部材28を固定し、ユニット階段48を構成する(図7
(b))。
In the above embodiment, the wall frame 5 is formed in a plane U shape from the wall frame plates 1, 2, and 3, but may be formed in other shapes. For example, as shown in FIG. 7 (b), an entrance 46 is provided on one side surface 45a of a rectangular cylindrical wall frame 45 which is opened vertically, and a floor landing 47 is provided on the lower edge of the wall frame 45 corresponding to the portion. Fix it. The intermediate landing 19, the lower staircase member 24, and the upper staircase member 28 are fixed to the floor landing 47 in the same manner as in the above-described embodiment to form a unit stair 48 (FIG. 7).
(B)).

【0033】また、前記実施例において、ユニット階段
30には中間踊り場19、上下両階段部材24、28を
使用したが、中間踊り場を使用しない階段部材を使用す
ることもできる。例えば、並列した壁枠板49、49の
間に、所定の踏板50、50を上下に連結してなる1階
分踏段51からなる階段部材52を設置固定する。踏段
の両側縁51a、51bは壁枠板49、49の内面に固
定して、出入口53を有するユニット階段54を構成す
る(図8(a))。
In the above-described embodiment, the unit landing 30 has the intermediate landing 19 and the upper and lower stair members 24 and 28. However, a stair member not using the intermediate landing may be used. For example, a stair member 52 composed of a first-step step 51 formed by vertically connecting predetermined tread plates 50, 50 is installed and fixed between the parallel wall frame plates 49, 49. The side edges 51a, 51b of the steps are fixed to the inner surfaces of the wall frame plates 49, 49 to form a unit stair 54 having an entrance 53 (FIG. 8A).

【0034】また、上下に開口した平面長方形の四角筒
状の壁枠55の一側面55aの左右両端部に出入口5
6、57を設け、該部に対応した位置の下縁に下フロア
踊り場58を、上縁に上フロア踊り場59を夫々固定す
る。該フロア踊り場58、59に前記階段部材52を架
設固定する。前記階段部材52の踏段51の両側縁51
a、51bは壁枠55の内面に固定して、ユニット階段
60を構成する(図8(b))。
Also, doors 5 are provided at both left and right ends of one side surface 55a of a rectangular rectangular wall frame 55 which is opened vertically.
6 and 57 are provided, and a lower floor landing 58 is fixed to a lower edge corresponding to the portion, and an upper floor landing 59 is fixed to an upper edge. The stair members 52 are erected and fixed to the floor landings 58, 59. Both side edges 51 of the step 51 of the stair member 52
A and 51b are fixed to the inner surface of the wall frame 55 to form a unit staircase 60 (FIG. 8B).

【0035】[0035]

【発明の効果】階段室壁内側に1階分の階段部材を設置
してなるユニット階段を載置固定し、該ユニット階段の
上に次階用のユニット階段を載置して互いに連結固定し
たので、コンクリート構造物を構築する際には、複雑な
階段室の内型枠の構築及び取り外しを省略できるので、
階段及び階段室の構築工事を簡略化し、工期の短縮を図
ることができる効果がある。また、受梁の両端のアンカ
ーを階段室内壁の外側に突出させた場合には、アンカー
を階段室壁内に埋設して定着できる。更に躯体の構築に
先行して階段を構築できるので、作業階段としても利用
でき、総じて現場作業を効率化できる効果がある。
According to the present invention, a unit stair having a first-floor stair member is placed and fixed inside the staircase wall, and a unit stair for the next floor is placed and fixed on the unit stair. Therefore, when constructing a concrete structure, the construction and removal of the inner formwork of the complicated staircase can be omitted,
There is an effect that the construction work of the stairs and the staircase can be simplified and the construction period can be shortened. Also, anchors at both ends of the beam
If you protrude outside the staircase interior wall,
Can be fixed by burying it in the wall of the staircase. Further, since the stairs can be constructed prior to the construction of the skeleton, the stairs can also be used as work stairs, and there is an effect that the work on site can be made more efficient overall.

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

【図1】(a)乃至(d)はこの発明の階段の構築方法
を説明する図である。
FIGS. 1A to 1D are diagrams for explaining a method of constructing a staircase according to the present invention.

【図2】この発明のユニットの縦断面図である。FIG. 2 is a longitudinal sectional view of the unit of the present invention.

【図3】同じく平面図である。FIG. 3 is a plan view of the same.

【図4】同じく側面図である。FIG. 4 is a side view of the same.

【図5】図2中のA−A線における断面図である。FIG. 5 is a sectional view taken along line AA in FIG. 2;

【図6】この発明のユニットの連結部の拡大縦断面図で
ある。
FIG. 6 is an enlarged vertical sectional view of a connecting portion of the unit of the present invention.

【図7】(a)(b)はこの発明のユニット階段の斜視
図である。
FIGS. 7A and 7B are perspective views of a unit staircase of the present invention.

【図8】(a)(b)はこの発明の他のユニット階段の
斜視図である。
8 (a) and 8 (b) are perspective views of another unit staircase of the present invention.

【図9】(a)はこの発明のユニット階段の壁枠の拡大
縦断面図、(b)は(a)のB−B線における断面図で
ある。
9A is an enlarged vertical sectional view of a wall frame of a unit staircase of the present invention, and FIG. 9B is a sectional view taken along line BB of FIG. 9A.

【符号の説明】[Explanation of symbols]

5 壁枠(階段室壁) 8 出入口(出入口用の開口部) 9、11 連結部 19 中間踊り場 22、26 踏段 23、27 ささら桁 24 下階段部材 28 上階段部材 29 方杖 30、30a ユニット階段 35 既設階の床 40 階段 41 階段室 45、46、55 壁枠(階段室壁) 47、58、59 フロア踊り場 48、54、60 ユニット階段 53、56、 57 出入口(出入口用の開口部) 5 Wall frame (staircase wall) 8 Entrance (opening for entrance) 9, 11 Connection 19 Intermediate landing 22, 26 Steps 23, 27 Sasara girder 24 Lower stairs member 28 Upper stairs member 29 Way stick 30, 30a Unit stairs 35 Floor of existing floor 40 Stairs 41 Staircase room 45, 46, 55 Wall frame (staircase wall) 47, 58, 59 Floor landing 48, 54, 60 Unit stairs 53, 56, 57 Entrance (opening for entrance)

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】既設階の床上の所定位置に、階段室内壁の
内側に1階分の階段部材を設置してなるユニット階段を
載置固定し、該ユニット階段の上に次階用のユニット階
段を載置して互いに連結固定すると共に、前記階段室内
壁の外側に外型枠を所定間隙を空けて配置し、前記階段
室内壁と外型枠との間にコンクリートを打設して階段室
壁を構築し、以下順次次階のユニット階段を連結固定し
て同様に階段及び階段室を構築することを特徴とした階
段の構築方法。
To 1. A predetermined position of the floor of the existing floor, the unit stairs mounted fixed made by installing a stair member 1 Kaibun to <br/> inner stairway inner wall, next to the top of the unit staircase The unit stairs for floors are placed and fixedly connected to each other , and
An outer formwork is arranged outside the wall with a predetermined gap, and the stairs
Casting concrete between the interior wall and the outer formwork and the staircase
A method for constructing a staircase , comprising constructing a wall, and sequentially connecting and fixing unit stairs on the next floor in order to construct a staircase and a staircase similarly.
【請求項2】所定の高さで、上下に開放した階段室構築
用の階段室内壁の側面に、出入口用の開口部を設け、前
記階段室内壁の内面に、踏段及び必要な踊り場を組み合
わせてなる1階分の階段部材を固定すると共に前記階段
室内壁の上下両端周縁部に連結部を連設し、前記階段室
内壁に形成した透孔に、前記階段室内壁の外側に階段室
壁用の外型枠を取付ける為のセパレータを取付け可能と
したことを特徴とするユニット階段。
In wherein a predetermined height, the side face of the staircase inside wall for Staircase construction which is open vertically, an opening for entrance provided on the inner surface of the stairwell inner wall, combining the steps and the required landing A staircase member for the first floor, and connecting portions connected to upper and lower peripheral edges of the interior wall of the staircase.
A staircase is formed outside the staircase interior wall through a through hole formed in the inner wall.
It is possible to attach a separator to attach the outer formwork for the wall
Unit stairs characterized by doing.
【請求項3】階段室内壁内に階段部材を支持する受梁を
架設し、該受梁の両端に形成したアンカーを前記階段室
内壁の外側に突出したことを特徴とする請求項2記載の
ユニット階段。
3. A stair support member for supporting a stair member in an interior wall of a staircase.
Erection, and anchors formed at both ends of the receiving beam are connected to the staircase room.
3. The unit staircase according to claim 2, wherein the unit staircase protrudes outside the inner wall .
JP05270962A 1993-10-28 1993-10-28 Stair construction method and unit stairs Expired - Lifetime JP3114041B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP05270962A JP3114041B2 (en) 1993-10-28 1993-10-28 Stair construction method and unit stairs

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP05270962A JP3114041B2 (en) 1993-10-28 1993-10-28 Stair construction method and unit stairs

Publications (2)

Publication Number Publication Date
JPH07127210A JPH07127210A (en) 1995-05-16
JP3114041B2 true JP3114041B2 (en) 2000-12-04

Family

ID=17493454

Family Applications (1)

Application Number Title Priority Date Filing Date
JP05270962A Expired - Lifetime JP3114041B2 (en) 1993-10-28 1993-10-28 Stair construction method and unit stairs

Country Status (1)

Country Link
JP (1) JP3114041B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100930281B1 (en) * 2001-01-25 2009-12-09 가부시키가이샤 요코모리 세이사쿠쇼 Attachment bracket of steel stairway and attachment device and attachment method of steel stairway
JP4710183B2 (en) * 2001-07-13 2011-06-29 株式会社大林組 Variable staircase
WO2023013847A1 (en) * 2021-08-03 2023-02-09 삼성물산 주식회사 Staircase module and staircase module assembly

Also Published As

Publication number Publication date
JPH07127210A (en) 1995-05-16

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