JPH054496Y2 - - Google Patents

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Publication number
JPH054496Y2
JPH054496Y2 JP9256588U JP9256588U JPH054496Y2 JP H054496 Y2 JPH054496 Y2 JP H054496Y2 JP 9256588 U JP9256588 U JP 9256588U JP 9256588 U JP9256588 U JP 9256588U JP H054496 Y2 JPH054496 Y2 JP H054496Y2
Authority
JP
Japan
Prior art keywords
groove
riser
steps
tread
stringers
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
JP9256588U
Other languages
Japanese (ja)
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JPH0213649U (en
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Filing date
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Priority to JP9256588U priority Critical patent/JPH054496Y2/ja
Publication of JPH0213649U publication Critical patent/JPH0213649U/ja
Application granted granted Critical
Publication of JPH054496Y2 publication Critical patent/JPH054496Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、上下の踊り場にわたつて設置された
二本のさゝら桁間に、踏板部とその前端部から下
方へ折曲連設された蹴込み板部とから成る複数個
のステツプを架設してジグザク状の段床を形成し
た鋼製組立階段に関するものである。
[Detailed description of the invention] [Field of industrial application] This invention consists of a tread section and a continuous bending section extending downward from its front end between two side girders installed across the upper and lower landings. The present invention relates to a steel assembly staircase in which a zigzag-shaped stairway is formed by constructing a plurality of steps consisting of a riser board portion and a raised board portion.

〔従来の技術〕[Conventional technology]

一般に、階段においては、蹴上げ寸法(踏板部
間の高さ)と踏面の前後幅(踏板部の前後方向の
寸法)との相関関係を、両者の合計が450m/m
程度となるように設定することが人間工学的に望
ましいとされており、例えば常用階段では、蹴上
げ寸法が180m/m程度に且つ踏面の前後幅が270
m/m程度に設定されることが多い。
In general, for stairs, the correlation between the riser dimension (height between the tread parts) and the front-to-back width of the tread (the front-back dimension of the tread parts) is determined to be 450 m/m in total.
It is considered desirable from an ergonomic point of view to set the height so that the width of the riser is about 180m/m and the width of the front and back of the tread is about 270m for regular stairs.
It is often set to about m/m.

階段の段数は、建物の階高と前記蹴上げ寸法か
ら割り出され、かつ、段数の端数分については、
前記蹴上げ寸法をやゝ大きく設定して吸収する
か、あるいは、前記蹴上げ寸法をやゝ小さく設定
して段数を一段増やすことで吸収されている。
The number of steps of a staircase is determined from the floor height of the building and the above-mentioned riser dimensions, and for fractions of the number of steps,
This can be absorbed by setting the riser size a little larger or by increasing the number of steps by one step by setting the riser size a little smaller.

ところで、階段幅は、集合住宅、事務所ビル
等、建物の用途によつて概ねに一定しているが、
階高は、用途が同じ建物であつても、建物ごとに
区々であり、それ故、階段の蹴上げ寸法や段数も
建物ごとに相違している。
By the way, the width of stairs is generally constant depending on the purpose of the building, such as apartment complexes or office buildings.
Floor heights vary from building to building even if the purpose is the same, and therefore the riser dimensions and number of steps of stairs also differ from building to building.

従来では、建物の階高に応じて、段数及び蹴上
げ寸法を決定し、その都度、階段を設計製造して
いたので、汎用性がなく、コスト的に高く付き、
この点に改善の余地があつた。
In the past, the number of steps and riser dimensions were determined according to the floor height of the building, and the stairs were designed and manufactured each time, resulting in lack of versatility and high cost.
There was room for improvement on this point.

また従来では、前記さゝら桁にステツプを溶接
して鋼製階段を製作しているが、建築現場では火
気の制限を受け易いことから、鋼製階段を工場で
製作してこれを現場に搬入していた。従つて、嵩
高で大重量の鋼製階段を輸送することになり、輸
送コストが高く付くと共に、鋼製階段の積み降ろ
しに重機を必要としたのである。
Conventionally, steel stairs are manufactured by welding steps to the stringers, but since construction sites are susceptible to fire restrictions, steel stairs are manufactured in a factory and then brought to the site. It was being brought in. Therefore, bulky and heavy steel stairs had to be transported, which increased transportation costs and required heavy machinery to load and unload the steel stairs.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

本考案は、上記の実情に鑑みて創案されたもの
であつて、階高の変化に対応可能な状態にステツ
プを規格化、汎用化させることで、鋼製階段の設
計製作の簡略化ならびにコストダウンを図り、し
かも、現場での組立を可能ならしめて、輸送コス
トの低廉化を可能にすると共に、積み降ろしのた
めの重機を不要にできる鋼製組立階段を提供する
ことを目的としている。
The present invention was devised in view of the above-mentioned circumstances, and by standardizing and generalizing the steps so that they can accommodate changes in floor height, it simplifies the design and manufacture of steel stairs and reduces costs. The purpose of the present invention is to provide a steel assembly staircase that can be assembled on-site, thereby reducing transportation costs and eliminating the need for heavy machinery for loading and unloading.

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

上記の目的を達成するために本考案は、冒頭に
記載した鋼製組立階段、つまり、上下の踊り場に
わたつて設置された二本のさゝら桁間に、踏板部
とその前端部から下方へ折曲連設された蹴込み板
部とから成る複数個のステツプを架設してジグザ
グ状の段床を形成した鋼製組立階段において、前
記ステツプの上下方向の一端部側に上下方向の溝
部を、他端部側には前記溝部に対応する差し込み
部を設けて、上下方向に隣接するステツプの溝部
と差し込み部との差し込み量を調節可能に構成
し、かつ、ステツプ両側に連設されたフランジ部
と前記さゝら桁を、夫々ネジ式連結具を介して連
結固定したことを特徴とするものである。
In order to achieve the above purpose, the present invention has been developed to provide a steel assembly staircase as described at the beginning, in other words, between two stringers installed across the upper and lower landings, from the tread part and its front end downwards. In a steel assembly staircase in which a zigzag-shaped step bed is formed by constructing a plurality of steps consisting of risers that are bent and connected in series, a vertical groove is provided at one end of the step in the vertical direction. The other end of the step is provided with an insertion portion corresponding to the groove, so that the amount of insertion between the groove of the vertically adjacent step and the insertion portion can be adjusted, and the step is connected to both sides of the step. The flange portion and the stringer are each connected and fixed via screw type connectors.

〔作用〕[Effect]

上記の特徴構成によれば、前記二本のさゝら桁
を上下の踊り場にわたつて設置し且つ当該二本の
さゝら桁にわたつてステツプを順次架設すること
でジグザク状の段床が形成される。
According to the characteristic configuration described above, by installing the two stringers across the upper and lower landings and sequentially erecting steps across the two stringers, a zigzag-shaped step bed is created. It is formed.

そして、前記溝部に対する差し込み部の差し込
み量を調節することで、建物の階高と前記蹴上げ
寸法から割り出されたステツプ段数の端数分が吸
収される。
By adjusting the amount of insertion of the insertion part into the groove, a fraction of the number of steps determined from the floor height of the building and the riser dimensions is absorbed.

〔実施例〕〔Example〕

以下、本考案の実施例を図面に基づいて説明す
る。
Hereinafter, embodiments of the present invention will be described based on the drawings.

第1図は或る階と上下階中間の踊り場1,1に
わたる鋼製組立階段2を示し、第2図はその鋼製
組立階段2の断面を示す。鋼製組立階段2は、前
記上下の踊り場1,1にわたつて二本のさゝら桁
3,3を所定間隔で対向設置すると共に、当該二
本のさゝら桁3,3にわたつて複数個のステツプ
4A,4…,4Bを架設してジグザク状の段床を
形成したものである。5は一方のさゝら桁3に設
けた手摺である。
FIG. 1 shows a steel assembled staircase 2 spanning a certain floor and landings 1, 1 between the upper and lower floors, and FIG. 2 shows a cross section of the steel assembled staircase 2. The steel assembly staircase 2 has two stringers 3, 3 installed facing each other at a predetermined interval across the upper and lower landings 1, 1, and two stringers 3, 3 installed across the two stringers 3, 3. A plurality of steps 4A, 4..., 4B are installed to form a zigzag-shaped stepped floor. 5 is a handrail provided on one side girder 3.

前記さゝら桁3は、薄板の曲げ板金製のもので
あつて、第4図及び第5図に示すように、中間面
板aの上下に曲げ面板b,bを折曲連設し且つ該
面板b,bの夫々に上下の面板c,cを折曲連設
した補強さゝら桁3Aと、下端側にステツプ仮置
用フランジdが連設された中空のさゝら本体3B
とから成り、かつ第2図に示すように、該さゝら
本体3Bの前記フランジdが連設された面部の上
下両側には、さゝら桁設置用のアングル部材6,
6が設けられている。
The above-mentioned side girder 3 is made of a thin bent sheet metal, and as shown in FIGS. 4 and 5, bent face plates b, b are bent and connected above and below an intermediate face plate a. A reinforcing stringer 3A in which upper and lower face plates c and c are bent and connected to face plates b and b, respectively, and a hollow main body 3B in which a flange d for temporary step placement is connected to the lower end side.
As shown in FIG. 2, on both upper and lower sides of the surface portion of the main body 3B to which the flange d is connected, there are angle members 6, for installing a girder.
6 is provided.

一方、前記踊り場1…の各端部にはアンカーボ
ルトeが埋設され、かつ、このボルトeに支持ア
ングル部材7が取り付けられていて、各踊り場1
の上下の支持アングル部材7にわたつて、前記ア
ングル部材6,6を介してさゝら桁3が取り付け
られている。
On the other hand, an anchor bolt e is buried in each end of the landing 1, and a supporting angle member 7 is attached to the bolt e.
A girder 3 is attached to the upper and lower support angle members 7 via the angle members 6, 6.

前記ステツプ4A,4…4Bも薄板の曲げ板金
製のものであつて、第2図に示すように、最下位
と最上位のステツプ4A,4Bを除く中間ステツ
プ4…は何れも同一形状のものである。該中間ス
テツプ4は、第3図乃至第5図にも示すように、
蹴込み板部4aの上部に水平な踏板部4bを折曲
連設すると共に、前記さゝら桁3に対する連結用
のフランジ部4cを蹴込み板部4a、踏板部4b
の両側に折曲連設したもので、ステツプ4の上下
方向の一端部側、つまり、前記踏板部4bの端部
側に、下方に折れ曲がつた部分fとこれの下端か
ら上方に折れ曲がつたくの字状の部分gから成る
上下方向の溝部4dを設ける一方、ステツプ4の
上下方向他端部側に前記溝部4dに対応する差し
込み部4eを設けてある。踏板部4bの前縁部に
は滑り止め縁材8を、踏板部4bの上面と蹴込み
板部4aの前面の夫々にはビニールタイル等の化
粧材9,9を貼着してある。
The steps 4A, 4...4B are also made of thin bent sheet metal, and as shown in FIG. 2, the intermediate steps 4... except for the lowest and highest steps 4A, 4B are all of the same shape. It is. The intermediate step 4, as also shown in FIGS. 3 to 5,
A horizontal tread plate part 4b is bent and connected to the upper part of the riser plate part 4a, and a flange part 4c for connection to the above-mentioned stringer 3 is connected to the riser plate part 4a and the tread plate part 4b.
At one end of the step 4 in the vertical direction, that is, at the end of the step board 4b, there is a part f bent downward and a part f bent upward from the lower end of the step 4. A vertical groove 4d consisting of a lattice-shaped portion g is provided, and an insertion portion 4e corresponding to the groove 4d is provided at the other end of the step 4 in the vertical direction. An anti-slip edging material 8 is attached to the front edge of the tread portion 4b, and decorative materials 9, such as vinyl tiles, are attached to the upper surface of the tread portion 4b and the front surface of the riser portion 4a, respectively.

第2図に示すように、前記最下位のステツプ4
Aは、前記中間ステツプ4の蹴込み板部4aを省
略した構成のものであり、最上位のステツプ4B
は、前記中間ステツプ4の溝部4dを省略した構
成のものであつて、夫々踊り場1,1に対する乗
載面板4f,4fを連設してある。
As shown in FIG.
A has a configuration in which the riser plate portion 4a of the intermediate step 4 is omitted, and the topmost step 4B
This is a configuration in which the groove portion 4d of the intermediate step 4 is omitted, and mounting face plates 4f, 4f for the landings 1, 1 are provided in series.

次に、建築現場での鋼製組立階段の構築手順に
ついて説明する。
Next, the procedure for constructing a steel assembly staircase at a construction site will be explained.

先ず、前記上下の踊り場1,1にわたつて二本
のさゝら桁3,3を所定間隔で対向設置すると共
に、当該二本のさゝら桁3,3のフランジd,d
上に前記最下位のステツプ4Aの溝部4Aの溝部
4dを仮り置きして、この最下位のステツプ4A
を前記二本のさゝら桁3,3の夫々に取り付け
る。
First, the two stringers 3, 3 are installed facing each other at a predetermined interval across the upper and lower landings 1, 1, and the flanges d, d of the two stringers 3, 3 are installed facing each other at a predetermined interval.
Temporarily place the groove 4d of the groove 4A of the lowest step 4A on top, and then
are attached to each of the two stringers 3, 3.

このステツプ4Aのさゝら桁3に対する取り付
けと、後述する中間ステツプ4と最上位のステツ
プ4Bのさゝら桁3に対する取り付けは、何れも
同様にして行われるもので、踏板部4bの高さ位
置を所定通りに設定した状態で、ステツプ両側の
フランジ部4cとさゝら桁3の補強さゝら3Aと
さゝら本体3Bの三者に下孔を穿設すると共に、
該下孔に例えばセルフタツピングビス等のネジ式
連結具hを螺設して取り付けられる。
The attachment of the step 4A to the stringer 3 and the attachment of the intermediate step 4 and the highest step 4B to the stringer 3, which will be described later, are both carried out in the same manner. With the positions set as specified, pilot holes are drilled in the flanges 4c on both sides of the step, the reinforcement 3A of the stringer 3, and the main body 3B.
For example, a screw-type connector h such as a self-tapping screw is screwed into the lower hole and attached.

次に、前記中間ステツプ4の溝部4dを前記二
本のさゝら桁3,3のフランジd,d上に仮り置
きした状態で、当該ステツプ4の蹴込み板部4a
の下端の差し込み部4eを前記最下位のステツプ
4Aの溝部4dに差し込み、かつ、後々に前記最
下位のステツプ4A上に打設されるモルタル10
上の化粧材9の上面と前記中間ステツプ4の踏板
部4bの上面との高さ寸法が所定通りになるよう
に、前記溝部4dに対する前記差し込み部4eの
差し込み量を調節し、この状態で既述したよう
に、ネジ式連結具hによつてステツプ両側のフラ
ンジ部4cを前記さゝら桁3に取り付ける。尚、
前記溝部4dと差し込み部4eの両者にも下孔を
穿設すると共に該下孔に例えばセルフタツピング
ビス等のネジ式連結具i(第2図に一点鎖線で示
す)を螺設して、当該溝部4dと蹴込み板部の差
し込み部4eとを一体に連結するようにしてもよ
い。
Next, with the groove portion 4d of the intermediate step 4 temporarily placed on the flanges d, d of the two stringers 3, 3, the riser plate portion 4a of the step 4 is removed.
The insertion part 4e at the lower end of the mortar 10 is inserted into the groove part 4d of the lowest step 4A, and the mortar 10 to be placed later on the lowest step 4A is inserted.
Adjust the insertion amount of the insertion portion 4e into the groove portion 4d so that the height dimension between the upper surface of the upper decorative material 9 and the upper surface of the tread portion 4b of the intermediate step 4 is as specified, and in this state, the insertion amount of the insertion portion 4e into the groove portion 4d is adjusted. As mentioned above, the flanges 4c on both sides of the step are attached to the stringer 3 by threaded connections h. still,
A pilot hole is bored in both the groove portion 4d and the insertion portion 4e, and a threaded connector i (shown by a chain line in FIG. 2) such as a self-tapping screw is screwed into the pilot hole. The groove portion 4d and the insertion portion 4e of the riser plate portion may be integrally connected.

以後は、最下位のステツプ4Aと中間ステツプ
4との違いがあるものの、前記最下位のステツプ
4Aを中間ステツプ4と見做して同様に、溝4d
に対する蹴込み板部4aの差し込み部4eの差し
込み量を調節して、上下方向で隣り合うステツプ
4,4の蹴上げ寸法(踏板部4bの高さ寸法)を
所定通りに設定しながら順次、中間ステツプ4を
さゝら桁3,3にわたつて取り付けるのである。
Hereafter, although there is a difference between the lowest step 4A and the intermediate step 4, the lowest step 4A will be regarded as the intermediate step 4, and the groove 4d will be
By adjusting the amount of insertion of the insertion part 4e of the riser part 4a into the intermediate step, and setting the riser dimension (height dimension of the tread part 4b) of vertically adjacent steps 4, 4 to a predetermined value, 4 is attached across the girders 3 and 3.

そして、最上位の中間ステツプ4を取り付けた
ならば次に、該最上位の中間ステツプ4の溝部4
dに最上位のステツプ4Bの蹴込み板部板4a下
端の差し込み部4eを差し込み、かつ、後々に前
記最上位のステツプ4B上に打設されるモルタル
10上の化粧材9の上面と前記中間ステツプ4の
踏板部4bの上面との高さ寸法が所定通りになる
ように、前記溝部4dに対する前記差し込み部4
eの差し込み量を調節し、この状態で既述したよ
うに、ステツプ両側のフランジ部4cと前記さゝ
ら桁3をネジ式連結具hによつて一体連結するの
である。
Then, once the uppermost intermediate step 4 is installed, the groove 4 of the uppermost intermediate step 4 is attached.
Insert the insertion part 4e at the lower end of the riser plate 4a of the uppermost step 4B into the uppermost step 4B, and connect the upper surface of the decorative material 9 on the mortar 10 that will be cast on the uppermost step 4B later and the intermediate part. The insertion portion 4 is inserted into the groove portion 4d so that the height of the step 4 with respect to the upper surface of the footboard portion 4b is a predetermined height.
The amount of insertion of e is adjusted, and in this state, as described above, the flanges 4c on both sides of the step and the above-mentioned flute girder 3 are integrally connected by the screw type connector h.

以上をもつて鋼製組立階段2の段床Aが構成さ
れるのであり、後は、前記さゝら桁3,3のフラ
ンジd,dに天井化粧材11を取り付けて、前記
段床Aの下部側を見栄え良く覆うと共に、前記手
摺5をさゝら桁3に取り付けることで、前記上下
の踊り場1,1にわたる鋼製組立階段2が製作さ
れる。
With the above steps, the stair A of the steel assembly staircase 2 is constructed.Then, the ceiling decorative material 11 is attached to the flanges d, d of the stringers 3, 3, and the stair A of the stair A is constructed. By covering the lower side with good appearance and attaching the handrail 5 to the girder 3, a steel assembly staircase 2 spanning the upper and lower landings 1, 1 is manufactured.

尚、前記ステツプ4の踏板部4bとして、これ
を第6図に示すように、前後方向で二分割すると
共に、該分割部分の縁部に下方に折れ曲がるフラ
ンジj,jを連設し、かつ、当該フランジj,j
をスポツト溶接等によつて結合させ、もつて、前
記踏板部4bを構造面で強化させる構成とするも
よい。殊に、第7図に示すように、踏板部4bを
前後方向で二つに分割すると共に、該分割部分の
一部を重合させてスポツト溶接等で結合する一
方、下方の分割部分の縁部にフランジkを折曲連
設することにより、前記踏板部4bを構造面で強
化し得るのみならず、分割部分の重ね代の調節に
より、踏面の前後幅(踏板部4bの前後方向の寸
法)を任意に設定できる利点がある。
Note that, as shown in FIG. 6, the footboard portion 4b of the step 4 is divided into two parts in the front-rear direction, and flanges j, j that are bent downward are connected to the edges of the divided parts, and Applicable flanges j, j
They may be joined together by spot welding or the like, thereby strengthening the tread portion 4b structurally. In particular, as shown in FIG. 7, the footboard portion 4b is divided into two in the front and back direction, and the divided portions are partially overlapped and joined by spot welding or the like, while the edge of the lower divided portion is By bending and connecting the flanges k, it is possible to not only strengthen the tread portion 4b structurally, but also to adjust the overlapping margin of the divided portions to increase the longitudinal width of the tread (the longitudinal dimension of the tread portion 4b). It has the advantage of being able to be set arbitrarily.

また実施例では、前記ステツプ4の踏板部4b
に溝部4bを設けているが、第8図に示すよう
に、前記溝部4dを蹴込み板部4aの下端部側に
設け、これに対応する差し込み部4e踏板部4b
の後端側に折曲加工して実施するもよい。
Further, in the embodiment, the step plate portion 4b of the step 4 is
As shown in FIG. 8, the groove portion 4d is provided on the lower end side of the riser plate portion 4a, and the corresponding insertion portion 4e and tread portion 4b are provided in the groove portion 4b.
It may also be carried out by bending the rear end side.

〔考案の効果〕[Effect of idea]

以上説明したように本考案は、上下方向で隣り
合うステツプ間での溝部に対する差し込み部の差
し込み量を調節可能にして、蹴上げ寸法を調節
し、階高と蹴上げ寸法から割り出されるステツプ
段数の端数分を吸収できるようにしたので、当該
ステツプを階高の変化に対応可能なように規格
化、汎用化させることができるようになり、従つ
て、上記ステツプを先行して多数製作しておけ
ば、後は上下の踊り場間の上下高さ寸法とステツ
プ段数とに基づいてさゝら桁を設計製作するだけ
で、極く簡易に且つ短期間で階段を製作すること
ができ、階段の設計製作の簡略化ならびに量産に
よるコストダウンを達成できる。
As explained above, the present invention makes it possible to adjust the amount of insertion of the insertion part into the groove between adjacent steps in the vertical direction, adjust the riser dimension, and calculate the fraction of the number of steps calculated from the floor height and riser dimension. This makes it possible to standardize and generalize the steps so that they can accommodate changes in floor height. Therefore, if a large number of the above steps are manufactured in advance, After that, all you have to do is design and manufacture the stringers based on the vertical height dimensions between the upper and lower landings and the number of steps, and you can manufacture the stairs extremely easily and in a short period of time. It is possible to achieve cost reduction through simplification and mass production.

しかも、組立が容易で且つ火気を要しないので
現場での製作に適し、而して、当該階段を現場製
作することで輸送コストの低廉化を可能にすると
共に、積み降ろしのための重機を不要にでき、全
体として、簡単かつ合理的な改良によつて本考案
の目的を達成できるに至つたのである。
Moreover, it is easy to assemble and does not require fire, making it suitable for on-site production.By producing the stairs on-site, transportation costs can be reduced, and heavy machinery for loading and unloading is not required. Overall, the object of the present invention has been achieved through simple and rational improvements.

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

図面は本考案の実施例を示し、第1図は鋼製組
立階段の斜視図、第2図は鋼製組立階段の縦断側
面図、第3図はステツプの縦断側面図、第4図は
鋼製組立階段の一部の分解斜視図、第5図は鋼製
組立階段の縦断正面図である。第6図乃至第8図
は夫々本考案の別実施例を示すステツプの縦断側
面図である。 1……踊り場、3……さゝら桁、4,4A,4
B……ステツプ、4a……蹴込み板部、4b……
踏板部、4c……フランジ部、4d……溝部、4
e……差し込み部、h……ネジ式連結具。
The drawings show an embodiment of the present invention, and FIG. 1 is a perspective view of a steel assembly staircase, FIG. 2 is a vertical side view of the steel assembly staircase, FIG. 3 is a longitudinal side view of the step, and FIG. FIG. 5 is an exploded perspective view of a part of the steel assembly staircase, and FIG. 5 is a longitudinal sectional front view of the steel assembly staircase. 6 to 8 are longitudinal sectional side views of steps showing other embodiments of the present invention. 1...Landing, 3...Sara girder, 4, 4A, 4
B...Step, 4a...Riser board section, 4b...
Stepboard portion, 4c...Flange portion, 4d...Groove portion, 4
e...Insertion part, h...Screw type connector.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 上下の踊り場にわたつて設置された二本のさゝ
ら桁間に、踏板部とその前端部から下方へ折曲連
設された蹴込み板部とから成る複数個のステツプ
を架設してジグザク状の段床を形成した鋼製組立
階段であつて、前記ステツプの上下方向の一端部
側に上下方向の溝部を、他端部側には前記溝部に
対応する差し込み部を設けて、上下方向に隣接す
るステツプの溝部と差し込み部との差し込み量を
調節可能に構成し、かつ、ステツプ両側に連設さ
れたフランジ部と前記さゝら桁を、夫々ネジ式連
結具を介して連結固定してあることを特徴とする
鋼製組立階段。
A zigzag structure is constructed by constructing a plurality of steps consisting of a tread section and a riser section bent downward from the front end of the tread section between the two stringers installed across the upper and lower landings. A steel assembly staircase with a step bed formed in the shape of a shape, wherein a vertical groove is provided at one end of the step in the vertical direction, and an insertion portion corresponding to the groove is provided at the other end. The amount of insertion between the groove portion of the step adjacent to the step and the insertion portion is configured to be adjustable, and the flange portions connected on both sides of the step and the stringer are connected and fixed via screw-type connectors, respectively. A steel assembly staircase characterized by:
JP9256588U 1988-07-11 1988-07-11 Expired - Lifetime JPH054496Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9256588U JPH054496Y2 (en) 1988-07-11 1988-07-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9256588U JPH054496Y2 (en) 1988-07-11 1988-07-11

Publications (2)

Publication Number Publication Date
JPH0213649U JPH0213649U (en) 1990-01-29
JPH054496Y2 true JPH054496Y2 (en) 1993-02-04

Family

ID=31316996

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9256588U Expired - Lifetime JPH054496Y2 (en) 1988-07-11 1988-07-11

Country Status (1)

Country Link
JP (1) JPH054496Y2 (en)

Also Published As

Publication number Publication date
JPH0213649U (en) 1990-01-29

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