JP2016011539A - Stair installation method - Google Patents

Stair installation method Download PDF

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JP2016011539A
JP2016011539A JP2014134129A JP2014134129A JP2016011539A JP 2016011539 A JP2016011539 A JP 2016011539A JP 2014134129 A JP2014134129 A JP 2014134129A JP 2014134129 A JP2014134129 A JP 2014134129A JP 2016011539 A JP2016011539 A JP 2016011539A
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main
stairs
staircase
temporary
landings
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JP6375158B2 (en
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真裕 加藤
Masahiro Kato
真裕 加藤
弘久 渡瀬
Hirohisa Watase
弘久 渡瀬
計人 高橋
Kazuto Takahashi
計人 高橋
浩之 曽我
Hiroyuki Soga
浩之 曽我
昌尚 北川
Masataka Kitagawa
昌尚 北川
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a stair installation method capable of precedently installing regular stairs in an easily usable state as a vertical traffic line over a plurality of stories to a building under construction, and capable of easily coping even with the regular stairs of various structural forms.SOLUTION: A temporary frame material 3 is extended over between upper-lower landings 2 and 2 formed in a building under construction, and regular stairs 1 are installed between the landings 2 and 2 in a state of being supported by this temporary frame material 3.

Description

本発明は、施工中の建物に本設用階段を設置する階段設置方法に関する。   The present invention relates to a staircase installation method for installing a main staircase in a building under construction.

建物施工の際には、作業員の垂直動線としての施工用の階段が必要となる。施工用の階段としては仮設専用階段を設置するのが一般的であるが、本設用階段を施工用の階段に兼ねて先行設置することで、仮設専用階段の設置作業と撤去作業を不要にし、施工を簡略化することも行われている。   When constructing a building, a stairway for construction as a vertical flow line for workers is required. As for the construction stairs, it is common to install a temporary staircase. However, by installing the main staircase in advance of the construction stairs, it is not necessary to install and remove the temporary staircase. In addition, the construction is also simplified.

このように本設用階段を施工中の建物に先行設置する技術としては、鉛直姿勢にした仮設支柱によって既成の本設用階段の階段長さ方向両端部を直下の階段の階段長さ方向両端部から支持するものが知られている(下記特許文献1参照)。   In this way, the technology for pre-installing the main staircase in the building under construction is to install both ends of the existing main staircase in the staircase length direction at the both ends of the staircase directly below the staircase. What supports from a part is known (refer the following patent document 1).

特開平4−309651号公報JP-A-4-309651

しかしながら、上記従来の階段設置方法では、仮設支持材としての仮設支柱が本設用階段の直下の階段に立設状態で存在するため、この仮設支柱が直下の階段の利用の邪魔になり、複数階に亘る垂直動線としての利用が難しくなる不都合がある。   However, in the above conventional staircase installation method, a temporary support column as a temporary support material exists in a standing state on the stairs directly below the main stairs, so that this temporary support column interferes with the use of the stairs directly below, There is a disadvantage that it becomes difficult to use as a vertical flow line across the floor.

また、この従来の階段設置方法では、例えば、本設用階段が、階段長さ方向中間を上階側の建物躯体から吊り具で支持する状態で本設される吊り構造形式である場合、吊り元となる上階側の建物躯体が完成するまで待たないと安全に設置することができず、そのため、このような場合に施工用の階段としては設置が遅れる不都合がある。   In addition, in this conventional staircase installation method, for example, when the main staircase is a suspension structure type that is installed in a state where the middle of the staircase length direction is supported by a suspension from the building frame on the upper floor side, If it does not wait until the original upper-floor building frame is completed, it cannot be installed safely. Therefore, in such a case, there is an inconvenience that the installation is delayed as a construction stairs.

この対策として、吊り元となる上階側の建物躯体が完成する前段階において階段長さ方向中間部を支持する仮設支柱を本設用階段の直下の階段の階段長さ方向中間部に立設状態で追加することも考えられるが、このようにすれば、この追加した仮設支柱が直下の階段の利用の更なる邪魔となり、複数階に亘る垂直動線としての利用が更に難しくなる。   As a countermeasure, a temporary support that supports the middle part of the staircase length direction is erected in the middle part of the staircase length direction of the main staircase just prior to the completion of the building structure on the upper floor that will be suspended. Although it may be added in a state, if this is done, the added temporary support becomes a further hindrance to the use of the stairs directly below, and the use as a vertical flow line across a plurality of floors becomes more difficult.

この実情に鑑み、本発明の主たる課題は、施工中の建物に対して複数階に亘る垂直動線として利用し易い状態で本設用階段を先行設置することができるとともに、吊り構造形式等の種々の構造形式の本設用階段にも容易に対応することのできる階段設置方法を提供する点にある。   In view of this situation, the main problem of the present invention is that the main staircase can be installed in advance in a state where it can be easily used as a vertical flow line extending over a plurality of floors with respect to the building under construction. The present invention is to provide a staircase installation method that can easily cope with main staircases of various structural types.

本発明の第1特徴構成は、施工中の建物に形成した上下の踊り場間に仮設架材を亘らせるとともに、この仮設架材に仮支持させる状態で本設用階段を前記踊場間に架設する点にある。   The first characteristic configuration of the present invention is that the temporary construction material is extended between the upper and lower landings formed in the building under construction, and the temporary stairs are installed between the landings in a state of being temporarily supported by the temporary construction material. There is in point to do.

つまり、この構成によれば、本設用階段を仮支持する仮設支持材が踊り場間に亘らせた仮設架材であるから、仮設支持材が仮設支柱である場合のように、仮設支持材が直下の階段の一部を占有して通行の支障になるのを回避することができる。   In other words, according to this configuration, since the temporary support material that temporarily supports the stairs for main construction is a temporary support material spanned between the landings, the temporary support material is a temporary support material as in the case of the temporary support column. Can occupy a part of the stairs directly below and obstruct traffic.

従って、施工中の建物に対して複数階に亘る垂直動線として利用し易い状態で本設用階段を先行設置することができる。   Therefore, the main stairs can be pre-installed in a state that is easy to use as a vertical flow line extending over a plurality of floors with respect to the building under construction.

しかも、仮設支持材としての仮設架材が踊り場間に亘る状態、つまり、少なくとも階段の長さ分を有する状態で架設されているため、この仮設架材によって、本設用階段の階段長さ方向の適宜の箇所の支持を、直下の階段の通行の支障にならない状態で簡単に実現することができる。   Moreover, since the temporary support material as the temporary support material is installed between the landings, that is, in a state having at least the length of the staircase, the temporary installation material can be used in the staircase length direction of the main stairs. It is possible to easily realize support at an appropriate position in a state that does not hinder the passage of the stairs immediately below.

従って、本設前の段階で階段長さ方向中間部の支持が必要となる吊り構造形式等の本設用階段にも容易に対応することができる。   Accordingly, it is possible to easily cope with a stairs for main installation such as a suspension structure type that requires support of an intermediate portion in the stairs length direction before the main installation.

本発明の第2特徴構成は、前記仮設架材を、前記本設用階段の下方又は横側方に配設する点にある。   The 2nd characteristic structure of this invention exists in the point which arrange | positions the said temporary building material in the downward direction or the side of the said permanent stairs.

つまり、この構成によれば、本設用階段を仮設架材で仮支持させた状態において、仮設架材が本設用の階段の直上空間の一部を占有して通行の支障になることも回避することができるので、施工中の建物に対して複数階に亘る垂直動線として一層利用し易い状態で本設用階段を先行設置することができる。   In other words, according to this configuration, in the state where the temporary stairs are temporarily supported by the temporary building material, the temporary building material may occupy a part of the space immediately above the temporary building stairs and hinder traffic. Since this can be avoided, the main stairs can be installed in advance in a state where it is easier to use as a vertical flow line extending over a plurality of floors with respect to the building under construction.

施工中の建物の要部の斜視図Perspective view of the main part of the building under construction 階段設置方法を模式的に示す図Diagram showing how to install stairs 階段設置方法を模式的に示す図Diagram showing how to install stairs 階段設置方法を模式的に示す図Diagram showing how to install stairs

図1は、施工中の建物の階段設置箇所Sに本設用階段1を先行設置(本設に先立って設置)した状態を示し、2は階段設置箇所Sに形成された踊り場、3は上下の踊り場2、2間に亘らせた仮設支持材としての仮設架材である。   FIG. 1 shows a state in which the main staircase 1 is installed in advance (installed prior to the main installation) at the staircase installation location S of the building under construction, 2 is a landing formed at the staircase installation location S, 3 is up and down It is a temporary frame as a temporary support material extended between the landings 2 and 2.

本階段設置方法では、このように上下の踊り場2、2間に亘らせた仮設架材3に仮支持させる状態で本設用階段1を先行設置することで、建築現場における垂直動線(つまり、施工用の階段)としても本設用階段1を利用できるようにする。   In the present staircase installation method, the vertical flow line at the construction site (in the construction site) is preliminarily installed in such a state that the temporary staircase 1 is temporarily supported by the temporary construction material 3 extending between the upper and lower landings 2 and 2. In other words, the main stairs 1 can be used as the construction stairs.

前記上下の踊り場2、2は、本例では、後に撤去する仮設専用のものではなく、本設用の踊り場で構成されている。両踊り場2、2は、鉄骨やコンクリート等から構成されている。図示は省略するが、例えば、図1において、最も上階側の踊り場2は、仮設支持材としての枠組み足場や支柱等の支持される状態で仮設され、残りの踊り場2は、締結具や溶接、充填材等を用いた部材接合、或いは、コンクリートによる一体成形等により、施工中の建物に一体化させる状態で建物に本設されている。なお、踊り場2の設置方法は、現場の状況等に応じて適宜に選択すればよい。   In the present example, the upper and lower landings 2 and 2 are not dedicated to temporary installations that will be removed later, but are composed of permanent landings. Both landings 2 and 2 are made of steel, concrete, or the like. Although not shown, for example, in FIG. 1, the landing 2 on the uppermost floor side is temporarily installed in a state where a framework scaffolding or a column as a temporary support member is supported, and the remaining landing 2 is formed by fasteners or welding. It is installed in the building in a state where it is integrated with the building under construction by joining the members using a filler or the like, or by integrally molding with concrete. In addition, what is necessary is just to select the installation method of the landing 2 suitably according to the condition of the field.

前記本設用階段1は、鉄製のささら桁部1Aと蹴上げ板部1Bと踏み板部1Cとが溶接や固定具等で予め一体的に構成された既成のものを用いている。この本設用階段1は、図4に示すように、少なくとも階段長さ方向中間部を含む階段長さ方向の複数個所をロッドやワイヤー等の吊り具4で上階側から支持させる状態で本設される吊り構造形式の吊り階段として構成されている。   As the main stairs 1, a ready-made one in which an iron sheathing girder portion 1 </ b> A, a kick-up plate portion 1 </ b> B, and a tread plate portion 1 </ b> C are integrally configured in advance by welding, a fixture, or the like is used. As shown in FIG. 4, the main staircase 1 is a main staircase in a state where at least a plurality of locations in the staircase length direction including a middle portion in the staircase length direction are supported from the upper floor side by hanging tools 4 such as rods and wires. It is configured as a suspended staircase with a suspended structure.

なお、本設用階段1としては、例えば、プレキャストコンクリート製のもの等であってもよく、また、架設の構造形式も吊り構造形式以外のもの等であってもよい。   In addition, as the stairs 1 for main installation, the thing made from a precast concrete etc. may be sufficient, for example, the thing other than a suspension structure type etc. may be sufficient as the structure type of construction.

当該吊り具4は、図4に示すように、下端部を本設用階段1の左右のささら桁部1Aの階段長さ方向の複数個所に突設された被連結片部1b(図1参照)に連結し、上端部を梁等の建物躯体に固定(図示省略)することで、本設用階段1の階段長さ方向複数個所を支持するように構成されている。   As shown in FIG. 4, the hanger 4 has a lower end portion that is connected to a piece 1 b (see FIG. 1) that protrudes at a plurality of locations in the staircase length direction of the right and left slats 1 </ b> A of the main stairs 1. ) And the upper end portion is fixed to a building frame such as a beam (not shown), thereby supporting a plurality of locations in the staircase length direction of the main staircase 1.

前記本設用階段1の階段長さ方向両端部の左右両側には、踊り場2の前端部(階段側部)の左右両側に備えられた被取付部2aに固定される取付片(取付部の一例)1aが突設されている。   On the left and right sides of both ends of the main staircase 1 in the staircase length direction, mounting pieces (attaching portions of the mounting portion) fixed to the mounted portions 2a provided on the left and right sides of the front end portion (step side portion) of the landing 2 are provided. An example) 1a is projected.

そして、本設用階段1の各取付片1aと両踊り場2の各被取付部2aとをボルト・ナット等の締結具や溶接等の接合手段で固定することで、本設の前段階から両踊り場2、2と本設用階段1とが接続連結されている。   And by fixing each attachment piece 1a of the staircase 1 for main installation and each attachment part 2a of both landings 2 with fasteners, such as a volt | bolt and a nut, and joining means, such as welding, both can be carried out from the stage before main installation. The landings 2 and 2 and the main stairs 1 are connected to each other.

前記仮設架材3は、図1に示すように、本設する前段階において作業者が利用可能な状態に本設用階段1を仮支持する仮設支持材であり、本例では、階段長さ寸法よりもやや長く構成した角パイプや溝形鋼等の剛性材から構成されている。   As shown in FIG. 1, the temporary frame 3 is a temporary support material that temporarily supports the main staircase 1 in a state where it can be used by an operator in a stage prior to the main installation. It is made of a rigid material such as a square pipe or a grooved steel that is slightly longer than the dimensions.

そして、前記仮設架材3は、図1、図3に示すように、本設用階段1の下方に位置する状態で両踊り場2、2の下端部どうしに亘って架設されている。そのため、仮設架材3が本設用階段1の直上空間を占有して通行の支障になるのを確実に回避する。   As shown in FIGS. 1 and 3, the temporary construction material 3 is constructed across the lower ends of both landings 2 and 2 in a state of being located below the main stairs 1. Therefore, it is reliably avoided that the temporary frame 3 occupies the space immediately above the main stairs 1 and hinders passage.

また、前記仮設架材3は、図2、図3に示すように、それの上面ラインL3が、本設用階段1の下端ラインL1(本例では、階段長さ方向に一定ピッチで並ぶ蹴上げ板部A2と踏み板部A3の裏面角部どうしを結ぶライン)の設置時の位置と一致する姿勢で踊り場2、2間に架設され、本設用階段1をそれの全長に亘って支持するように構成されている。   Further, as shown in FIG. 2 and FIG. 3, the temporary frame 3 has its upper surface line L <b> 3 kicked up at the lower end line L <b> 1 of the main stairs 1 (in this example, arranged at a constant pitch in the stairs length direction). It is constructed between the landings 2 and 2 in a posture that coincides with the position at the time of installation of the line portion connecting the back surface corners of the plate part A2 and the stepping plate part A3, and supports the main stairs 1 over its entire length. It is configured.

さらに、仮設架材3は、階段幅方向両端部(左右両端部)からやや中央側に偏移した左右二箇所に架設され、本設用階段1を階段幅方向に分散する複数箇所で支持するように構成されている。   Further, the temporary construction material 3 is installed at two left and right positions shifted slightly from the both ends (left and right ends) of the staircase width direction, and supports the main stairs 1 at a plurality of locations dispersed in the staircase width direction. It is configured as follows.

すなわち、本階段設置方法では、このような仮設架材3による仮支持構造を採用することで、本設前の状態(つまり、上階側の建物躯体が完成して吊り具4で支持させる前の状態)では強度不足となる本設用階段1を全長及び全幅に亘って安定的に支持するようにしてあり、また、例えば、階段長さ方向で複数に分割された分割部材からなる階段構造などの種々の構造の階段にも適用できるようにしてある。   That is, in the present staircase installation method, by adopting such a temporary support structure by the temporary construction material 3, the state before the main installation (that is, before the building housing on the upper floor side is completed and supported by the hanging tool 4). In this state, the staircase 1 for permanent installation, which is insufficient in strength, is stably supported over the entire length and width, and, for example, a staircase structure composed of divided members divided into a plurality of portions in the direction of the staircase length. It can be applied to stairs of various structures such as.

前記仮設架材3の長さ方向両端部には、前記踊り場2、2の底面部2Bに突設した被取付片2bに対する取付部3aが屈曲形成されている。そして、前記踊り場2の被取付片2bと仮設架材3の取付部3aとをボルト・ナット等の締結具や溶接等の接合手段で固定することで、上下の踊り場2、2間に仮設架材3が架設されている。   At both ends in the length direction of the temporary frame member 3, attachment portions 3 a for the attachment pieces 2 b protruding from the bottom surface portions 2 B of the landings 2 and 2 are formed by bending. Then, by temporarily fixing the mounting piece 2b of the landing 2 and the mounting portion 3a of the temporary frame 3 with a fastener such as a bolt or a nut or a joining means such as welding, a temporary rack is installed between the upper and lower landings 2 and 2. Material 3 is erected.

このように上下の踊り場2、2に対して仮設架材3を他の鉛直方向の支持部材を介することなく直接に固定することで、本設用階段1の直下の通路部を他の鉛直方向の支持部材が占有して通行の支障になるのも回避する。   In this way, the temporary bridge 3 is directly fixed to the upper and lower landings 2 and 2 without using any other vertical support member, so that the passage portion directly below the main stairs 1 can be moved in another vertical direction. It is also avoided that the support member occupies and obstructs traffic.

次に、施工中の建物に本設用階段1を設置する各工程について説明する。   Next, each process of installing the main stairs 1 in a building under construction will be described.

(a)本設用階段1の先行設置工程(仮設工程)
まず、図2に示すように、施工中の建物の階段設置箇所Sに形成された上下の踊り場2、2の底面部2Bの各被取付片2bに対し、左右一対の仮設架材3における長さ方向両端部の各取付部3aを取り付けて、上下の踊り場2、2間に仮設架材3を亘らせる。
(A) Prior installation process (temporary process) of stairs 1 for main installation
First, as shown in FIG. 2, the length of a pair of left and right temporary frames 3 for each attached piece 2 b of the bottom part 2 B of the upper and lower landings 2, 2 formed at the staircase installation location S of the building under construction. The attachment parts 3a at both ends in the vertical direction are attached, and the temporary frame 3 is placed between the upper and lower landings 2 and 2.

次に、図3に示すように、仮設架材3の上面部に載置させる状態で上下の踊り場2、2間に本設用階段1を配置し、上下の踊り場2、2の前端部の各被取付部2aに本設用階段1の階段長さ方向両端部の各取付片1aを取り付けて、本設用階段1を仮設架材3に仮支持させる状態で上下の踊り場2、2間に架設する。以上の工程により本設用階段1の先行設置を完了する。   Next, as shown in FIG. 3, the main stairs 1 are arranged between the upper and lower landings 2, 2 in a state of being placed on the upper surface of the temporary frame 3, and the front ends of the upper and lower landings 2, 2 are arranged. Attaching each mounting piece 1a at both ends of the main staircase 1 in the lengthwise direction of the main staircase 1a to each mounted portion 2a, and temporarily supporting the main staircase 1 on the temporary frame 3, between the upper and lower landings 2 and 2 To be installed. The preceding installation of the main stairs 1 is completed through the above steps.

なお、建築現場の状況によっては、本設用階段1と仮設架材3を予め地組みし、本設用階段1と仮設架材3の組物を上下の踊り場2、2に同時に取り付けるようにしてもよい。   Depending on the situation of the construction site, the main stairs 1 and the temporary frame 3 are pre-assembled, and the assembly of the main stairs 1 and the temporary frame 3 are attached to the upper and lower landings 2 and 2 at the same time. May be.

(b)本設用階段1の本設工程(仮設状態から本設状態への移行工程)
本設用階段1の吊り元となる上階側の建物躯体が完成した後、図4に示すように、本設用階段1の被連結片部1b(図1参照)に吊り具4の下端部を連結するとともに、吊り具4の上端部を上階側の建物躯体に固定することで、仮設状態にある本設用階段1の階段長さ方向複数個所を吊り具4で支持させる。
(B) Main installation step of the main staircase 1 (transition step from the temporary state to the main installation state)
After the building floor on the upper floor from which the main staircase 1 is suspended is completed, as shown in FIG. 4, the lower end of the hanger 4 is connected to the connected piece 1b (see FIG. 1) of the main staircase 1. The upper part of the hanging tool 4 is fixed to the building frame on the upper floor side, and a plurality of locations in the staircase length direction of the main stairs 1 in the temporary state are supported by the hanging tool 4.

その後、仮設架材3を撤去するとともに、上下の踊り場2、2の底面部2Bの被取付片2bをワイヤーソー等の切断手段で切断除去(分離除去の一例)する。以上の工程により本設用階段1の本設を完了する。   Thereafter, the temporary frame 3 is removed, and the attached pieces 2b of the bottom surface portions 2B of the upper and lower landings 2 and 2 are cut and removed (an example of separation and removal) by a cutting means such as a wire saw. The main installation of the main stairs 1 is completed through the above steps.

つまり、この本設工程では、仮設架材3の撤去に先立って本設用階段1に対する支持力を吊り具4で確保することができるとともに、仮設架材3の撤去後に上下の踊り場2の底面部2Bの被取付片2bを除去することで、上下の踊り場2、2の底面部を美麗に仕上げることができる。   In other words, in this permanent installation process, the supporting force for the permanent stairs 1 can be secured by the hanger 4 prior to the removal of the temporary building material 3, and the bottom surfaces of the upper and lower landings 2 after the temporary building material 3 is removed. By removing the attached piece 2b of the part 2B, the bottom surfaces of the upper and lower landings 2 and 2 can be finished beautifully.

〔その他の実施形態〕
(1)前述の実施形態では、施工中の建物に形成された踊り場2として、本設用の踊り場を例に示したが、後に撤去される仮設専用の踊り場であってもよい。
[Other Embodiments]
(1) In the above-described embodiment, the landing for the main installation is shown as an example of the landing 2 formed in the building under construction, but it may be a temporary landing dedicated to be removed later.

(2)前述の実施形態では、仮設架材3が角パイプや形材等の剛性材から構成されている場合を例に示したが、チェーンや鋼線等の非剛性材から構成されていてもよい。   (2) In the above-described embodiment, the case where the temporary frame 3 is made of a rigid material such as a square pipe or a profile has been described as an example, but it is made of a non-rigid material such as a chain or a steel wire. Also good.

(3)仮設架材3は、前述の実施形態で示した本設用階段1を全長に亘って支持するものに限らず、例えば、本設用階段1の階段長さ方向の一部だけを支持するものであってもよい。   (3) The temporary construction material 3 is not limited to supporting the main stairs 1 shown in the above-described embodiment over the entire length, for example, only a part of the main stairs 1 in the stairs length direction. You may support.

(4)前述の実施形態では、仮設架材3を本設用階段1の下方に配設する場合を例に示したが、本設用階段1の階段幅方向外方などの本設用階段1の横側方に配設してもよく、場合によっては、本設用階段1の上方に配設してもよい。   (4) In the above-described embodiment, the case where the temporary frame 3 is disposed below the main staircase 1 has been described as an example. However, the main staircase such as the outside of the main staircase 1 in the staircase width direction is shown. 1 may be arranged on the lateral side of 1, and may be arranged above the main stairs 1 in some cases.

(5)本設用階段1、踊り場2、仮設架材3の具体的構成、及び、これらの連結構造等の具体的構成は、前述の実施形態で示した構成に限らず、種々の構成変更が可能である。   (5) The specific configurations of the main stairs 1, the landing 2 and the temporary frame 3, and the specific configurations such as the connection structure thereof are not limited to the configurations shown in the above-described embodiment, but various configuration changes. Is possible.

1 本設用階段
2 踊り場
3 仮設架材
1 staircase for main construction 2 landing 3 temporary building material

Claims (2)

施工中の建物に形成した上下の踊り場間に仮設架材を亘らせるとともに、この仮設架材に仮支持させる状態で本設用階段を前記踊り場間に架設する階段設置方法。   A staircase installation method in which a temporary frame is placed between upper and lower landings formed in a building under construction, and a main stairs is installed between the landings in a state of being temporarily supported by the temporary frame. 前記仮設架材を、前記本設用階段の下方又は横側方に配設する請求項1記載の階段設置方法。   The staircase installation method according to claim 1, wherein the temporary building material is disposed below or laterally to the main stairs.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3994113A (en) * 1976-01-06 1976-11-30 Souza Jr Thomas Stairs and railing system for multi-floored buildings and method of constructing same
JPH0860825A (en) * 1994-08-18 1996-03-05 Taisei Prefab Kk Construction method of staircase

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3994113A (en) * 1976-01-06 1976-11-30 Souza Jr Thomas Stairs and railing system for multi-floored buildings and method of constructing same
JPH0860825A (en) * 1994-08-18 1996-03-05 Taisei Prefab Kk Construction method of staircase

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