JP2020020168A - Construction method of attached structure - Google Patents

Construction method of attached structure Download PDF

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JP2020020168A
JP2020020168A JP2018145031A JP2018145031A JP2020020168A JP 2020020168 A JP2020020168 A JP 2020020168A JP 2018145031 A JP2018145031 A JP 2018145031A JP 2018145031 A JP2018145031 A JP 2018145031A JP 2020020168 A JP2020020168 A JP 2020020168A
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attached
assembling
attached structure
floor
accessory
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JP6968763B2 (en
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翔平 西前
Shohei Nishimae
翔平 西前
勝志 内村
Katsushi Uchimura
勝志 内村
修二 田中
Shuji Tanaka
修二 田中
裕之 仁科
Hiroyuki Nishina
裕之 仁科
正愛 朴
Chong-Ae Pak
正愛 朴
辰徳 滝澤
Tatsunori Takizawa
辰徳 滝澤
乾雄 風巻
Kimio Kazamaki
乾雄 風巻
誠 徳丸
Makoto Tokumaru
誠 徳丸
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

To provide a method for constructing an attached structure which can easily ensure safety when the attached structure is constructed.SOLUTION: The construction method of an accessory structure is a construction method for constructing an attached structure installed over a plurality of levels in the multi-story building 1, includes an assembling process for assembling at least a part of the attached structure at the target level among the multiple levels, a transportation process of transporting the attached structure before the assembling process is carried to a position corresponding to an installation space S, a forming process for forming an open ceiling opening 41 by removing a part of the corresponding floor part among a plurality of floors after the assembling process and the transportation process are performed, and an installation step of installing the attached structure in the installation space S by lifting and lowering the assembled accessory structure assembled in the assembling process through the open ceiling opening 41 formed in the forming process.SELECTED DRAWING: Figure 1

Description

本発明は、付属構造物の施工方法に関する。   The present invention relates to a method for constructing an accessory structure.

従来、複数の階層を有する多層建物の内部において階層間にわたって階段を設ける技術の一つとして、複数の階層の内部空間を連通する吹き抜け空間(既設の吹き抜け空間)を有する多層建物において、所定の階層の踊場まであらかじめ組み立てられた階段部を吹き抜け空間まで運搬し(又は、所定の階層の踊場において階段部の部材を運搬した後に階段部を組み立て)、揚重機を用いて階段部を所定の階層の踊場と隣接する階層の踊場とに載置し、当該載置した階段部をこれら踊場に取り付けられたスタッドボルトによって固定する技術が提案されている。   2. Description of the Related Art Conventionally, as one of the techniques for providing stairs between stories in a multi-story building having a plurality of stories, in a multi-story building having a stairwell space (existing stairwell space) communicating an internal space of a plurality of stories, The stairs pre-assembled to the landing are transported to the atrium space (or the stairs are assembled after transporting the members of the stairs at the landing of the predetermined level), and the stairs are moved to the predetermined level using the lifting machine. A technique has been proposed in which the stairs are placed on a landing and a landing on an adjacent floor, and the placed stairs are fixed by stud bolts attached to these landings.

特開2009−024449号公報JP 2009-024449 A

ここで、上記従来の技術においては、階段部(又はその部材)を踊場まで運搬する運搬作業、又は階段部を組立てる組立作業が吹き抜け空間の近傍で行われるので、例えば、上記運搬作業又は上記組立作業が行われる際に階段部の部材又は人が吹き抜け空間に落下するおそれがあると共に、上記組立作業が行われる際に部材同士を溶接するときに生じた火花が吹き抜け空間に落下するおそれがあることから、階段部の如き付属構造物を施工する際の安全性を確保する観点からは改善の余地があった。   Here, in the above-mentioned conventional technique, the carrying work for carrying the stairs (or the members thereof) to the landing or the assembling work for assembling the stairs is performed in the vicinity of the atrium space. When the work is performed, the members of the stairs or the person may fall into the stairwell, and when the assembling work is performed, the spark generated when welding the members may drop into the stairwell. Therefore, there is room for improvement from the viewpoint of ensuring safety when constructing ancillary structures such as stairs.

本発明は、上記に鑑みてなされたものであって、付属構造物を施工する際の安全性を確保しやすくなる、付属構造物の施工方法を提供することを目的とする。   The present invention has been made in view of the above, and an object of the present invention is to provide a method for constructing an accessory structure, which can easily ensure safety when the accessory structure is constructed.

上述した課題を解決し、目的を達成するために、請求項1に記載の付属構造物の施工方法は、多層建物において複数の階層にわたって設置される付属構造物を施工するための施工方法であって、前記複数の階層のうち前記付属構造物の組立作業を行う対象となる対象階層で前記付属構造物の少なくとも一部を組み立てる組立工程と、前記組立工程が行われる前又は前記組立工程が行われた後の前記付属構造物を前記対象階層における前記付属構造物を設置する設置空間に対応する位置まで運搬する運搬工程と、前記組立工程及び前記運搬工程が行われた後に、前記多層建物を構成する複数の床部のうち前記設置空間に対応する床部の一部を撤去することにより、吹き抜け開口を形成する形成工程と、前記形成工程にて形成された前記吹き抜け開口を介して前記組立工程において組み立てられた前記付属構造物を昇降させることにより、当該付属構造物を前記設置空間に設置する設置工程と、を含む。   In order to solve the above-mentioned problems and achieve the object, a method for constructing an attached structure according to claim 1 is a construction method for constructing an attached structure installed on a plurality of stories in a multi-story building. Performing an assembling step of assembling at least a part of the attached structure at a target layer in which the assembling work of the attached structure is to be performed among the plurality of layers; and performing an assembling step before or after the assembling step is performed. The transporting step of transporting the attached structure to the position corresponding to the installation space for installing the additional structure on the target floor, and after the assembling step and the transporting step are performed, the multi-story building is removed. A forming step of forming a blow-by opening by removing a part of the floor section corresponding to the installation space among a plurality of constituent floor sections, and the blow-through formed in the forming step By lifting the accessory structure as assembled in said assembling step through a mouth, comprising a placing step of placing the accessory structure to the installation space, the.

請求項2に記載の付属構造物の施工方法は、請求項1に記載の付属構造物の施工方法において、前記運搬工程において、前記組立工程が行われる前の前記付属構造物を前記対象階層における前記設置空間に対応する位置まで運搬し、前記組立工程において、前記運搬工程にて運搬された前記付属構造物の少なくとも一部を組み立てる。   The method for constructing an accessory structure according to claim 2 is the method for constructing an accessory structure according to claim 1, wherein, in the transporting step, the accessory structure before the assembling step is performed on the target layer. It is transported to a position corresponding to the installation space, and in the assembling step, at least a part of the attached structure transported in the transporting step is assembled.

請求項3に記載の付属構造物の施工方法は、請求項1又は2に記載の付属構造物の施工方法において、前記多層建物において複数の前記付属構造物を施工するための当該施工方法であって、前記複数の階層は、前記対象階層を複数含み、前記組立工程において、前記複数の対象階層の各々で前記付属構造物を組み立て、前記運搬工程において、前記組立工程が行われる前又は前記組立工程が行われた後の前記付属構造物を前記複数の対象階層の各々に搬送し、前記形成工程において、前記複数の対象階層の各々に対応する前記床部の一部を撤去することにより、前記吹き抜け開口を複数形成し、前記設置工程において、前記複数の対象階層の各々に対応する前記吹き抜け開口を介して前記複数の対象階層の各々で組み立てられた前記付属構造物をそれぞれ昇降させた後に、当該付属構造物を前記設置空間にそれぞれ設置する。   A method for constructing an accessory structure according to claim 3 is the method for constructing an accessory structure according to claim 1 or 2, wherein the plurality of accessory structures are constructed in the multi-story building. The plurality of layers include the plurality of target layers, and in the assembling step, assembling the attached structure at each of the plurality of target layers, and in the transporting step, before or after the assembling step is performed. Conveying the attached structure after the step has been performed to each of the plurality of target stories, and in the forming step, by removing a part of the floor corresponding to each of the plurality of target stories, The accessory structure formed in a plurality of the through-holes, and assembled in each of the plurality of target levels through the through-holes corresponding to each of the plurality of target levels in the installation step The After each moved up and down, placed respectively the accessory structure to the installation space.

請求項4に記載の付属構造物の施工方法は、請求項1から3のいずれか一項に記載の付属構造物の施工方法において、前記付属構造物は、階段を含む。   According to a fourth aspect of the present invention, in the method for constructing an attached structure according to any one of the first to third aspects, the attached structure includes a stair.

請求項1に記載の付属構造物の施工方法によれば、組立工程及び運搬工程が行われた後に、多層建物を構成する複数の床部のうち設置空間に対応する床部の一部を撤去することにより、吹き抜け開口を形成する形成工程と、形成工程にて形成された吹き抜け開口を介して組立工程において組み立てられた付属構造物を昇降させることにより、当該付属構造物を設置空間に設置する設置工程と、を含むので、従来技術(既設の吹き抜け空間で各階層の階段部を設置する技術)に比べて、例えば、組立工程時又は運搬工程時での付属構造物の部材又は人が吹き抜け開口を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に付属構造物の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口を介して下の階層に落下することを抑制できる。よって、組立工程時及び運搬工程時において人の作業安全性及び多層建物の火災安全性を高めることができ、付属構造物を施工する際の安全性を確保しやすくなる。   According to the construction method of the attached structure according to claim 1, after the assembly step and the transportation step are performed, a part of the floor part corresponding to the installation space is removed from the plurality of floor parts constituting the multi-story building. Then, the auxiliary structure assembled in the assembling process is moved up and down through the forming step of forming the blow-by opening and the blow-through opening formed in the forming step, thereby installing the auxiliary structure in the installation space. Installation process, so that compared to the conventional technology (technique of installing the stairs of each story in the existing atrium space), for example, members or persons of the attached structure in the assembling process or the transportation process may blow through. It is possible to suppress falling to the lower level through the opening, and the spark (or smoke) generated when welding the members of the attached structure during the assembly work is blown through the lower level through the opening. To It can be suppressed to below. Therefore, the safety of human work and the fire safety of the multi-story building can be improved during the assembling process and the transporting process, and it is easy to secure the safety when constructing the attached structure.

請求項2に記載の付属構造物の施工方法によれば、運搬工程において、組立工程が行われる前の付属構造物を対象階層における設置空間に対応する位置まで運搬し、組立工程において、運搬工程にて運搬された付属構造物の少なくとも一部を組み立てるので、例えば対象階層のうち設置空間に対応しない位置で付属構造物を組み立てる場合に比べて、組立後の付属構造物を対象階層における設置空間に対応する位置まで搬送する作業(いわゆる横引き作業)を省略でき、付属構造物の施工を効率的に行うことができる。   According to the construction method of the attached structure according to claim 2, in the carrying step, the attached structure before the assembling step is carried to a position corresponding to the installation space in the target hierarchy, and in the assembling step, the carrying step is carried out. Assemble at least a part of the attached structure transported in the above, so as to assemble the attached structure in the target layer, for example, compared with assembling the accessory structure in a position that does not correspond to the installation space in the target layer The work of transporting to a position corresponding to the above (so-called horizontal pulling work) can be omitted, and the construction of the attached structure can be performed efficiently.

請求項3に記載の付属構造物の施工方法によれば、組立工程において、複数の対象階層の各々で付属構造物を組み立て、運搬工程において、組立工程が行われる前又は組立工程が行われた後の付属構造物を複数の対象階層の各々に搬送し、形成工程において、複数の対象階層の各々に対応する床部の一部を撤去することにより、吹き抜け開口を複数形成し、設置工程において、複数の対象階層の各々に対応する吹き抜け開口を介して複数の対象階層の各々で組み立てられた付属構造物をそれぞれ昇降させた後に、当該付属構造物を設置空間にそれぞれ設置するので、複数の付属構造物の各々の搬送作業及び組立作業を並行して行うことができ、複数の付属構造物の一部の搬送作業が複数の付属構造物の他の一部の搬送作業の進捗に左右されることを回避でき、組立工程及び搬送工程を効率的に実施できる。   According to the method for constructing an attached structure according to claim 3, the attached structure is assembled at each of the plurality of target layers in the assembling process, and the assembling process is performed before or during the assembling process in the transporting process. The subsequent attached structure is transported to each of the plurality of target levels, and in the forming step, a plurality of blow-through openings are formed by removing a part of the floor corresponding to each of the plurality of target levels, and in the installation step. After raising and lowering each of the attached structures assembled at each of the plurality of target layers through the atrium opening corresponding to each of the plurality of target layers, the attached structures are respectively installed in the installation space. Each of the transporting and assembling operations of the attached structures can be performed in parallel, and a part of the transporting operation of the plurality of attached structures depends on the progress of the other partial transporting operation of the attached structures. To Avoiding the door, it can be carried out assembly process and transport processes efficiently.

請求項4に記載の付属構造物の施工方法によれば、付属構造物が階段を含むので、組立工程時又は運搬工程時での階段の部材が吹き抜け開口を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に階段の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口を介して下の階層に落下することを抑制でき、階段を施工する際の安全性を確保しやすくなる。   According to the construction method of the attached structure according to claim 4, since the attached structure includes the stairs, the members of the stairs at the time of the assembling process or the transporting process fall to the lower level through the blow-through opening. When the stairs are constructed, the spark (or smoke) generated when the members of the stairs are welded to each other when the assembling work is performed can be suppressed from dropping to the lower level through the blow-through opening. It is easier to ensure the safety of

本発明の実施の形態に係る多層建物を概念的に示す斜視図である(一部図示省略)。1 is a perspective view conceptually showing a multi-story building according to an embodiment of the present invention (partially omitted). 施工方法の準備工程を示す側面図である(一部図示省略)。It is a side view which shows the preparation process of an execution method (some illustration is omitted). 施工方法の運搬工程を示す側面図である(一部図示省略)。It is a side view which shows the conveyance process of a construction method (some illustration is omitted). 施工方法の組立工程を示す側面図である(一部図示省略)。It is a side view which shows the assembly process of a construction method (some illustration is omitted). 施工方法の形成工程を示す側面図である(一部図示省略)。It is a side view which shows the formation process of a construction method (some illustration is omitted). 施工方法の設置工程を示す側面図である(一部図示省略)。It is a side view which shows the installation process of a construction method (some illustration is omitted).

以下に添付図面を参照して、この発明に係る付属構造物の施工方法の実施の形態を詳細に説明する。まず、〔I〕実施の形態の基本的概念を説明した後、〔II〕実施の形態の具体的内容について説明し、最後に、〔III〕実施の形態に対する変形例について説明する。ただし、実施の形態によって本発明が限定されるものではない。   An embodiment of a method for installing an attached structure according to the present invention will be described below in detail with reference to the accompanying drawings. First, [I] the basic concept of the embodiment will be described, then the specific contents of the [II] embodiment will be described, and finally, a modification to the [III] embodiment will be described. However, the present invention is not limited by the embodiments.

〔I〕実施の形態の基本的概念
まず、実施の形態の基本的概念について説明する。実施の形態は、概略的に、多層建物において複数の階層にわたって設置される付属構造物を施工するための施工方法に関する。ここで、「多層建物」の具体的な構造や種類は任意であり、例えば、戸建て住宅、アパートやマンションの如き集合住宅、オフィスビル、商業施設等の建物等を含む概念であるが、実施の形態では、改修中のオフィスビルとして説明する。また、「付属構造物」とは、例えば、多層建物に付属される構造物であり、例えば、階段、エスカレータ等を含む概念であるが、実施の形態では、階段(具体的には、折り返し階段)として説明する。
[I] Basic Concept of Embodiment First, a basic concept of the embodiment will be described. Embodiments relate generally to a construction method for constructing ancillary structures installed over a plurality of stories in a multistory building. Here, the specific structure and type of “multi-story building” are arbitrary, and include, for example, detached houses, apartments such as apartments and condominiums, office buildings, and buildings such as commercial facilities. The form is described as an office building under renovation. Further, the “attached structure” is, for example, a structure attached to a multi-story building, and is a concept including, for example, a stair, an escalator, and the like. ).

〔II〕実施の形態の具体的内容
次に、実施の形態の具体的内容について説明する。
[II] Specific Contents of Embodiment Next, specific contents of the embodiment will be described.

(構成−多層建物)
最初に、実施の形態に係る多層建物の構成について説明する。図1は、本発明の実施の形態に係る多層建物を概念的に示す斜視図である(一部図示省略)。以下の説明では、図1のX方向を多層建物の左右方向(−X方向を多層建物の左方向、+X方向を多層建物の右方向)、図1のY方向を多層建物の前後方向(+Y方向を多層建物の前方向、−Y方向を多層建物の後方向)、図1のZ方向を多層建物の上下方向(+Z方向を多層建物の上方向、−Z方向を多層建物の下方向)と称する。
(Configuration-Multi-story building)
First, the configuration of the multi-story building according to the embodiment will be described. FIG. 1 is a perspective view conceptually showing a multi-story building according to an embodiment of the present invention (partially omitted). In the following description, the X direction in FIG. 1 is the horizontal direction of the multi-story building (the −X direction is the left direction of the multi-story building, the + X direction is the right direction of the multi-story building), and the Y direction in FIG. The direction is the front direction of the multi-story building, the -Y direction is the rear direction of the multi-story building, the Z direction in FIG. 1 is the vertical direction of the multi-story building (+ Z direction is the upper direction of the multi-story building, and the -Z direction is the lower direction of the multi-story building). Called.

多層建物1は、複数の階層(実施の形態では、4つの階層)を有する建物である。この多層建物1は、例えば公知の多層建物(一例として、コンクリート製の多層建物等)を用いて構成されており、図1に示すように、図示しない設置面に設置され、天井部10、第1床部から第4床部24(第1床部の図示省略)、第1梁部31から第4梁部34、第1壁部から第4壁部(図示省略)、第1柱部から第4柱部(図示省略)、第1付属構造物51、第2付属構造物52、及び第3付属構造物(図示省略)を備えている。   The multi-story building 1 is a building having a plurality of levels (four levels in the embodiment). The multi-story building 1 is configured by using, for example, a known multi-story building (for example, a multi-story building made of concrete or the like), and as shown in FIG. From the first floor to the fourth floor 24 (illustration of the first floor is omitted), from the first beam 31 to the fourth beam 34, from the first wall to the fourth wall (not shown), from the first column A fourth pillar (not shown), a first attached structure 51, a second attached structure 52, and a third attached structure (not shown) are provided.

(構成−多層建物−天井部)
天井部10は、多層建物1を構成する天井であり、例えば公知のコンクリート製の天井材等)を用いて構成され、図1に示すように、多層建物1の上端部に設けられている。
(Structure-Multi-story building-Ceiling)
The ceiling part 10 is a ceiling constituting the multi-story building 1, and is configured using, for example, a well-known concrete ceiling material or the like, and is provided at the upper end of the multi-story building 1 as shown in FIG.

(構成−多層建物−第1床部から第4床部)
第1床部から第4床部24は、多層建物1を構成する床であり、例えば公知のコンクリート製の床材(一例として、スパンクリート、気泡コンクリートパネル(ALCパネル)、鉄筋コンクリートのパネル)を用いて構成され、図1に示すように、相互に間隔を隔てて上下方向に向けて並設されている。具体的には、第1床部から第4床部24は、下方から上方に向けて第1床部から第4床部24の順に並設されている。なお、以下の説明では、多層建物1の階層のうち、第1床部と第2床部22と相互間に位置する階層(図示省略)を「第1階層」と称し、第2床部22と第3床部23との相互間に位置する階層1aを「第2階層1a」と称し、第3床部23と第4床部24との相互間に位置する階層1bを「第3階層1b」と称し、第4床部24と天井部10との相互間に位置する階層1cを「第4階層1c」と称する。
(Configuration-Multi-story building-1st floor to 4th floor)
The first to fourth floors 24 are floors constituting the multi-story building 1, and use, for example, known concrete floor materials (for example, spun cleats, cellular concrete panels (ALC panels), and reinforced concrete panels). As shown in FIG. 1, they are arranged side by side in the vertical direction with a space therebetween. Specifically, the first to fourth floor portions 24 are arranged side by side from the bottom to the top in the order of the first to fourth floor portions 24. In the following description, among the stories of the multi-story building 1, a story (not shown) located between the first floor part and the second floor part 22 is referred to as a “first story”, and the second floor part 22 is referred to as “first floor”. The floor 1a located between the third floor 23 and the third floor 23 is referred to as a “second floor 1a”, and the floor 1b located between the third floor 23 and the fourth floor 24 is referred to as a “third floor”. 1b ", and the story 1c located between the fourth floor 24 and the ceiling 10 is called" fourth story 1c ".

(構成−多層建物−第1梁部から第4梁部)
第1梁部31から第4梁部34は、第2床部22から第4床部24及び天井部10を支持する梁であり、例えば公知の鋼製の梁材(又は公知のコンクリート製の梁材)を用いて構成され、対応する床部にそれぞれ設けられている。具体的には、図1に示すように、第1梁部31は第2床部22の下面と当接するように複数設けられ、第2梁部32は第3床部23の下面と当接するように複数設けられ、第3梁部33は第4床部24の下面と当接するように複数設けられ、第4梁部34は天井部10の下面と当接するように複数設けられている。
(Configuration-Multi-story building-1st to 4th beams)
The first beam portion 31 to the fourth beam portion 34 are beams that support the second floor portion 22 to the fourth floor portion 24 and the ceiling portion 10, and are, for example, a known steel beam (or a known concrete beam). (Beam members), and are provided on the corresponding floors, respectively. Specifically, as shown in FIG. 1, a plurality of first beam portions 31 are provided so as to contact the lower surface of the second floor portion 22, and the second beam portions 32 contact the lower surface of the third floor portion 23. A plurality of third beam portions 33 are provided so as to contact the lower surface of the fourth floor portion 24, and a plurality of fourth beam portions 34 are provided so as to contact the lower surface of the ceiling portion 10.

(構成−多層建物−第1壁部から第4壁部)
第1壁部から第4壁部は、多層建物1を構成する壁であり、例えば公知のコンクリート製の壁材を用いて構成され、対応する階層にそれぞれ設けられている。具体的には、図1に示すように、第1壁部は第1階層に複数設けられ、第2壁部は第2階層1aに複数設けられ、第3壁部は第3階層1bに複数設けられ、第4壁部は第4階層1cに複数設けられている。
(Configuration-Multi-story building-1st to 4th walls)
The first to fourth walls are walls constituting the multi-story building 1, and are formed using, for example, a known concrete wall material, and are provided at corresponding levels. Specifically, as shown in FIG. 1, a plurality of first wall portions are provided on the first floor, a plurality of second wall portions are provided on the second floor 1a, and a plurality of third wall portions are provided on the third floor 1b. The plurality of fourth wall portions are provided on the fourth story 1c.

(構成−多層建物−第1柱部から第4柱部)
第1柱部から第4柱部は、多層建物1を構成する柱であり、例えば公知のコンクリート製の柱材を用いて構成され、対応する階層にそれぞれ設けられている。具体的には、図1に示すように、第1柱部は第1階層に設けられ、第2柱部は第2階層1aに設けられ、第3柱部は第3階層1bに設けられ、第4柱部は第4階層1cに設けられている。
(Configuration-Multi-story building-1st to 4th pillars)
The first to fourth pillar portions are pillars that constitute the multi-story building 1, and are configured using, for example, a well-known concrete pillar material, and are provided at corresponding levels. Specifically, as shown in FIG. 1, the first pillar is provided on the first floor, the second pillar is provided on the second floor 1a, the third pillar is provided on the third floor 1b, The fourth pillar is provided on the fourth floor 1c.

(構成−多層建物−その他の構成)
また、図1に示すように、第2床部22、第3床部23、及び第4床部24の各々には、吹き抜け開口41が設けられている。吹き抜け開口41は、第1階層から第4階層1cの各々の内部空間を連通するための開口であり、左右方向に長尺な長方形状に形成されており、第2床部22、第3床部23、及び第4床部24の各々の設置空間Sに対応する部分に配置されている。ここで、「設置空間S」とは、後述の対象階層における付属構造物を設置する空間を意味する。
(Configuration-Multi-story building-Other configurations)
Further, as shown in FIG. 1, a blow-through opening 41 is provided in each of the second floor portion 22, the third floor portion 23, and the fourth floor portion 24. The opening 41 is an opening for communicating the internal space of each of the first floor to the fourth floor 1c, and is formed in a rectangular shape that is long in the left-right direction. The portion 23 and the fourth floor portion 24 are disposed at portions corresponding to the respective installation spaces S. Here, the “installation space S” means a space where an accessory structure is installed in a target hierarchy described later.

また、図1に示すように、第1階層、第2階層1a、及び第3階層1bの各々には、支持部42が設けられている。支持部42は、第1付属構造物51、第2付属構造物52、又は第3付属構造物を支持するための支持手段である。この支持部42は、第1付属構造物51、第2付属構造物52、第3付属構造物の各々の後述する第1階段部60a及び第2階段部60bの踊場部62a、62bの近傍に配置されており、当接部43及び支柱部44a、44bを備えている。   Further, as shown in FIG. 1, a support portion 42 is provided on each of the first level, the second level 1a, and the third level 1b. The support part 42 is a support means for supporting the first attached structure 51, the second attached structure 52, or the third attached structure. The support portion 42 is located near the landing portions 62a and 62b of the first and second step structures 60a and 60b of the first and second accessory structures 51, 52 and 60, respectively. And a contact portion 43 and support portions 44a and 44b.

このうち、当接部43は、後述する第1階段部60a及び第2階段部60bの踊場部62a、62bと当接するものである。この当接部43は、例えば長尺な鋼製の梁材を用いて構成されており、図1に示すように、当接部43の長手方向が前後方向に沿うように設けられ、且つ後述する第1階段部60a及び第2階段部60bの踊場部62a、62bと当接可能な位置に設けられている。また、支柱部44a、44bは、当接部43を支持するものである。これら支柱部44a、44bは、例えば長尺な鋼製の柱材を用いて構成されており、図1に示すように、第1床部(具体的には、第1床部の図示しない多層建物1の基礎部に対応する部分)、第2床部22(具体的には、第2床部22の第1梁部31に対応する部分)、及び第3床部23(具体的には、第3床部23の第2梁部32に対応する部分)に対してそれぞれ立設されており、且つ対応する当接部43を挟持するように、相互に間隔を隔てて前後方向に沿って並設されている。具体的には、第1階層の支柱部44a、44bの各々は、基礎部に対して固定具等によって接続されていると共に、当接部43に対して固定具又は溶接等によって接続されている。また、第2階層1aの支柱部44a、44bの各々は、第1梁部31に対して固定具又は溶接等によって接続されていると共に、当接部43に対して固定具又は溶接等によって接続されている。また、第3階層1bの支柱部44a、44bの各々は、第2梁部32に対して固定具又は溶接等によって接続されていると共に、当接部43に対して固定具又は溶接等によって接続されている。   The contact portion 43 contacts the landing portions 62a and 62b of the first step portion 60a and the second step portion 60b described later. The contact portion 43 is made of, for example, a long steel beam, and is provided so that the longitudinal direction of the contact portion 43 extends in the front-rear direction as shown in FIG. It is provided at a position where it can come into contact with the landing portions 62a, 62b of the first step portion 60a and the second step portion 60b. The support portions 44a and 44b support the contact portion 43. These support portions 44a and 44b are configured by using, for example, long steel pillar materials, and as shown in FIG. 1, a first floor portion (specifically, a multilayer (not shown) of the first floor portion). The second floor 22 (specifically, the part corresponding to the first beam 31 of the second floor 22), and the third floor 23 (specifically, the part corresponding to the foundation of the building 1). , The portion corresponding to the second beam portion 32 of the third floor portion 23), and is spaced apart from each other in the front-rear direction so as to sandwich the corresponding contact portion 43. Are installed side by side. Specifically, each of the first-layer strut portions 44a and 44b is connected to the base portion by a fixture or the like, and is connected to the contact portion 43 by a fixture or welding or the like. . Each of the pillar portions 44a and 44b of the second story 1a is connected to the first beam portion 31 by a fixing tool or welding or the like, and is connected to the contact portion 43 by a fixing tool or welding or the like. Have been. In addition, each of the pillar portions 44a and 44b of the third story 1b is connected to the second beam portion 32 by a fixing tool or welding or the like, and is connected to the contact portion 43 by a fixing tool or welding or the like. Have been.

(構成−多層建物−第1付属構造物、第2付属構造物、第3付属構造物)
第1付属構造物51は第3階層1bに付属(設置)される構造物であり、第2付属構造物52は第2階層1aに付属される構造物であり、第3付属構造物は第1階層に付属される構造物である。ただし、これら第1付属構造物51、第2付属構造物52、及び第3付属構造物の構成はそれぞれ略同一であるので、以下では、第1付属構造物51の構成のみについて説明する。
(Structure-multi-story building-first attached structure, second attached structure, third attached structure)
The first attached structure 51 is a structure attached (installed) to the third floor 1b, the second attached structure 52 is a structure attached to the second floor 1a, and the third attached structure is a third attached structure. It is a structure attached to one level. However, since the configurations of the first auxiliary structure 51, the second auxiliary structure 52, and the third auxiliary structure are substantially the same, only the configuration of the first auxiliary structure 51 will be described below.

第1付属構造物51は、例えば公知の階段(一例として、鋼製の階段等)を用いて構成され、図1に示すように、第3階層1bの設置空間Sに設けられており、第1階段部60a、第2階段部60b、段板部70、及び手摺部80を備えている。   The first attached structure 51 is configured using, for example, a known stair (for example, a steel stair or the like), and is provided in the installation space S of the third story 1b as shown in FIG. It has a first step portion 60a, a second step portion 60b, a step plate portion 70, and a handrail portion 80.

(構成−多層建物−第1付属構造物、第2付属構造物、第3付属構造物−第1階段部、第2階段部)
第1階段部60a及び第2階段部60bは、第1付属構造物51の基本構造体である。これら第1階段部60a及び第2階段部60bは、例えば公知の鋼製のササラ桁等を用いて構成され、図1に示すように、第3階層1bの設置空間Sに設けられており、具体的には、第1階段部60aは、設置空間Sの前方側に配置されており、第2階段部60bは、設置空間Sの後方側に配置されている。また、これら第1階段部60a及び第2階段部60bの各々は、階段部本体61a、61b、及び踊場部62a、62bを備えている。
(Structure-multi-story building-first attached structure, second attached structure, third attached structure-first staircase, second staircase)
The first step portion 60a and the second step portion 60b are a basic structure of the first attached structure 51. The first step portion 60a and the second step portion 60b are configured using, for example, a known steel sasalar girder, and are provided in the installation space S of the third story 1b as shown in FIG. Specifically, the first staircase 60a is arranged on the front side of the installation space S, and the second staircase 60b is arranged on the rear side of the installation space S. In addition, each of the first step portion 60a and the second step portion 60b includes a step portion main body 61a, 61b, and landing portions 62a, 62b.

(構成−多層建物−第1付属構造物、第2付属構造物、第3付属構造物−第1階段部、第2階段部−階段部本体)
階段部本体61a、61bは、第1階段部60a又は第2階段部60bの基本構造体である。これら階段部本体61a、61bは、長尺な鋼製の板状体にて形成されており、図1に示すように、相互に間隔を隔てて前後方向に沿って並設され、具体的には、階段部本体61aは、階段部本体61bよりも前方側に設けられている。
(Structure-multi-story building-first attached structure, second attached structure, third attached structure-first staircase, second staircase-staircase body)
The step body 61a, 61b is a basic structure of the first step 60a or the second step 60b. These stepped portion main bodies 61a and 61b are formed of long steel plate-like bodies, and as shown in FIG. 1, are arranged side by side in the front-rear direction with an interval therebetween. The stair portion main body 61a is provided on the front side of the stair portion main body 61b.

また、階段部本体61a、61bの具体的な形状及び大きさについては任意であるが、実施の形態では、以下の通りに設定している。すなわち、まず、階段部本体61a、61bの正面形状については、上下方向に傾斜した傾斜状に設定している。具体的には、第1階段部60aの階段部本体61a、61bの正面形状については、右方側から左方側に至るにつれて上方に至るように傾斜した傾斜状に設定している。また、第2階段部60bの階段部本体61a、61bの正面形状については、左方側から右方側に至るにつれて上方に至るように傾斜した傾斜状に設定している。また、階段部本体61a、61bの左右方向の長さについては、吹き抜け開口41の左右方向の長さよりも短く設定している。また、階段部本体61a、61bの上下方向の長さについては、第3階層1bの上下方向の長さの半分程度に設定している。また、階段部本体61a、61bの厚さ(前後方向の長さ)については、所望の耐荷力を得ることが可能な長さに設定している。   Further, the specific shape and size of the staircase portion main bodies 61a and 61b are arbitrary, but are set as follows in the embodiment. That is, first, the front shapes of the staircase main bodies 61a and 61b are set to be inclined in the vertical direction. Specifically, the front shapes of the step main bodies 61a and 61b of the first step 60a are set to be inclined so as to be inclined upward from the right side to the left side. Further, the front shape of the step main bodies 61a, 61b of the second step 60b is set to be inclined so as to be upward from the left side to the right side. Further, the length of the staircase body 61a, 61b in the left-right direction is set shorter than the length of the stairwell 41 in the left-right direction. In addition, the vertical length of the staircase body 61a, 61b is set to about half the vertical length of the third story 1b. Further, the thickness (length in the front-rear direction) of the staircase body 61a, 61b is set to a length capable of obtaining a desired load-bearing capacity.

また、階段部本体61a、61bの具体的な構成については任意であるが、実施の形態では、図1に示すように、階段部本体61a、61bには、載置部63が設けられている。この載置部63は、段板部70を載置するための載置手段であり、階段部本体61a、61bの各々の上端部を切り欠くことにより複数形成されている。   Further, the specific configuration of the staircase body 61a, 61b is arbitrary, but in the embodiment, as shown in FIG. 1, the staircase body 61a, 61b is provided with a mounting portion 63. . The mounting portion 63 is mounting means for mounting the step board portion 70, and is formed in a plurality by cutting out the upper end of each of the step main bodies 61a and 61b.

(構成−多層建物−第1付属構造物、第2付属構造物、第3付属構造物−階段部−踊場部)
踊場部62a、62bは、第1階段部60a又は第2階段部60bにおいて踊場を形成するためのものである。これら踊場部62a、62bは、例えば鋼製の長尺な板状体にて形成されており、図1に示すように、相互に間隔を隔てて前後方向に沿って並設されている(図1では、踊場部62aが踊場部62bよりも前方側に設けられている)。具体的には、第1階段部60aの踊場部62aの右端部は第1階段部60aの階段部本体61aの上部と接続されており、第1階段部60aの踊場部62bの右端部は第1階段部60aの階段部本体61bの上部と接続されている。第2階段部60bの踊場部62aの右端部は第2階段部60bの下部と接続されており、第2階段部60bの踊場部62bの右端部は第2階段部60bの階段部本体61bの下部と接続されている。
(Structure-multi-story building-first attached structure, second attached structure, third attached structure-staircase-landing)
The landing sections 62a and 62b are for forming a landing in the first step section 60a or the second step section 60b. These landing portions 62a and 62b are formed of, for example, a long plate-shaped body made of steel, and are arranged side by side in the front-rear direction at an interval as shown in FIG. In No. 1, the landing section 62a is provided on the front side of the landing section 62b). Specifically, the right end of the landing section 62a of the first step section 60a is connected to the upper part of the step section main body 61a of the first step section 60a, and the right end of the landing section 62b of the first step section 60a is the second step. It is connected to the upper part of the step part main body 61b of one step part 60a. The right end of the landing section 62a of the second step section 60b is connected to the lower portion of the second step section 60b, and the right end of the landing section 62b of the second step section 60b is connected to the step section main body 61b of the second step section 60b. Connected to the bottom.

また、踊場部62a、62bの具体的な形状及び大きさについては任意であるが、実施の形態では、以下の通りに設定している。すなわち、まず、踊場部62a、62bの正面形状については、左右方向に沿った直線状に設定している。また、踊場部62a、62bの左右方向の長さについては、階段部本体61a、61bの左右方向の長さよりも短く設定している。また、踊場部62a、62bの上下方向の長さ及び厚さ(前後方向の長さ)については、所望の耐荷力を得ることが可能な長さに設定している。   Further, the specific shape and size of the landing portions 62a and 62b are arbitrary, but are set as follows in the embodiment. That is, first, the front shapes of the landing portions 62a and 62b are set to be linear in the left-right direction. The length of the landing portions 62a, 62b in the left-right direction is set to be shorter than the length of the staircase portions 61a, 61b in the left-right direction. Further, the vertical length and the thickness (length in the front-rear direction) of the landing portions 62a and 62b are set to lengths capable of obtaining a desired load bearing capacity.

また、第1階段部60a又は第2階段部60bの形成方法については任意であるが、実施の形態では、鋼板等を折り曲げ成形することにより、階段部本体61a及び踊場部62aを一体形成すると共に、階段部本体61b及び踊場部62bを一体形成している。ただし、これに限らず、例えば、鋼板等を折り曲げ成形することにより、階段部本体61a及び踊場部62aを別体形成し、且つ階段部本体61b及び踊場部62bを別体に形成した後に、階段部本体61a及び踊場部62aを溶接等によって接続し、且つ階段部本体61b及び踊場部62bを溶接等によって接続してもよい(この場合には、階段部本体61a又は階段部本体61bは、さらに細かく分割して構成されてもよい)。   The method of forming the first step portion 60a or the second step portion 60b is arbitrary. In the embodiment, the step portion main body 61a and the landing portion 62a are integrally formed by bending a steel plate or the like. The step body 61b and the landing section 62b are integrally formed. However, the present invention is not limited to this. For example, the stair portion main body 61a and the landing section 62a are formed separately by bending a steel plate or the like, and the stair section main body 61b and the landing section 62b are formed separately. The section main body 61a and the landing section 62a may be connected by welding or the like, and the stair section main body 61b and the landing section 62b may be connected by welding or the like (in this case, the stair section main body 61a or the stair section main body 61b is further It may be configured to be finely divided).

また、第1階段部60a又は第2階段部60bの設置方法については任意であるが、実施の形態では、以下の通りに設置している。すなわち、図1に示すように、第1階段部60aについては、階段部本体61a、61bの下部を第2梁部32と当接させると共に、踊場部62a、62bの下端部を支持部42の当接部43と当接させるように配置し、階段部本体61a、61bを第2梁部32に対して固定具又は溶接等によって固定すると共に、踊場部62a、62bを支持部42の当接部43に対して固定具又は溶接等によって固定する(なお、第3付属構造物の第1階段部60aについては、階段部本体61a、61bの下部を多層建物1の基礎部と当接させて、この基礎部に対して固定具等によって固定する)。また、第2階段部60bについては、踊場部62a、62bの下端部を支持部42の当接部43と当接させると共に、階段部本体61a、61bの上部を第3梁部33と当接させるように配置し、踊場部62a、62bを支持部42の当接部43に対して固定具又は溶接等によって固定すると共に、階段部本体61a、61bを第4梁部34に対して固定具又は溶接等によって固定する。   The method of installing the first step portion 60a or the second step portion 60b is arbitrary, but in the embodiment, the first step portion 60a or the second step portion 60b is installed as follows. That is, as shown in FIG. 1, with respect to the first step portion 60 a, the lower portions of the step portion main bodies 61 a and 61 b are brought into contact with the second beam portion 32, and the lower ends of the landing portions 62 a and 62 b are connected to the support portion 42. The stair portion main bodies 61a and 61b are fixed to the second beam portion 32 by a fixing tool or welding or the like, and the landing portions 62a and 62b are brought into contact with the support portions 42. It is fixed to the portion 43 by a fixing tool or welding (for the first step portion 60a of the third attached structure, the lower portions of the step portion main bodies 61a, 61b are brought into contact with the base portion of the multi-story building 1). , And is fixed to the base with a fixing tool or the like) As for the second step portion 60b, the lower ends of the landing portions 62a and 62b are brought into contact with the contact portion 43 of the support portion 42, and the upper portions of the step main portions 61a and 61b are contacted with the third beam portion 33. The landing portions 62a and 62b are fixed to the contact portion 43 of the support portion 42 by a fixing tool or welding, and the staircase main bodies 61a and 61b are fixed to the fourth beam portion 34. Or, it is fixed by welding or the like.

(構成−多層建物−第1付属構造物、第2付属構造物、第3付属構造物−段板部)
段板部70は、第1付属構造物51において人の足により踏まれるものである。この段板部70は、例えば鋼製の平坦な板状体(具体的な、矩形状の板状体)にて形成されており、図1に示すように、第1階段部60a及び第2階段部60bの各々の階段部本体61a、61bの相互間及び踊場部62a、62bの相互間にわたって複数設けられている。具体的には、第1階段部60a及び第2階段部60bの各々の階段部本体61a、61bの複数の載置部63にそれぞれ載置され、当該階段部本体61a、61bに対して固定具、溶接、又は嵌合構造等によって固定されている。また、第1階段部60a及び第2階段部60bの各々の踊場部62a、62bの上端部に載置され、当該踊場部62a、62bに対して固定具、溶接、又は嵌合構造等によって固定されている。
(Structure-Multi-story building-1st attached structure, 2nd attached structure, 3rd attached structure-step board part)
The step board portion 70 is stepped on by the foot of the person in the first attached structure 51. The stepped plate portion 70 is formed of, for example, a flat plate-shaped body (specific, rectangular plate-shaped body) made of steel, and as shown in FIG. A plurality of staircase portions 60b are provided between the staircase portion main bodies 61a and 61b and between the landing portions 62a and 62b. Specifically, the fixtures are respectively mounted on the plurality of mounting portions 63 of the stair portion main bodies 61a, 61b of the first stair portion 60a and the second stair portion 60b, and fixed to the stair portion main bodies 61a, 61b. , Welding, or a fitting structure. Further, it is placed on the upper end of each of the landing sections 62a, 62b of the first step section 60a and the second step section 60b, and is fixed to the landing sections 62a, 62b by a fixing tool, welding, or a fitting structure. Have been.

(構成−多層建物−第1付属構造物、第2付属構造物、第3付属構造物−手摺部)
手摺部80は、当該手摺部80に人がつかまることで第1付属構造物51からの転落を防止するためのものである。この手摺部80は、例えば公知の鋼製の階段用手摺等を用いて構成されており、第1階段部60a及び第2階段部60bの各々に設けられている。具体的には、図1に示すように、第1階段部60aの階段部本体61bの上端部に立設されており、この階段部本体61bに対して固定具等によって接続されている。また、第2階段部60bの階段部本体61a、61b及び踊場部62bの上端部の後端部に立設されており、これら階段部本体61a、61b及び踊場部62bに対して固定具等によって接続されている。
(Structure-multi-story building-first attached structure, second attached structure, third attached structure-handrail)
The handrail portion 80 is for preventing the handrail portion 80 from falling down from the first attached structure 51 by being grasped by a person. The handrail portion 80 is configured using, for example, a known steel handrail for stairs, and is provided in each of the first step portion 60a and the second step portion 60b. Specifically, as shown in FIG. 1, it is provided upright at the upper end of the step body 61b of the first step 60a, and is connected to the step body 61b by a fixture or the like. Also, the staircase body 61a, 61b of the second staircase part 60b and the rear end of the upper end of the landing part 62b are erected and fixed to the staircase part body 61a, 61b and the landing part 62b by a fixing tool or the like. It is connected.

(付属構造物の施工方法)
次に、第1付属構造物51、第2付属構造物52、及び第3付属構造物の施工方法について説明する。ただし、これら第1付属構造物51、第2付属構造物52、及び第3付属構造物の施工方法はそれぞれ略同一であるので、以下では、第1付属構造物51の施工方法のみについて説明する。なお、第1付属構造物51の施工方法の前提としては、第2床部22、第3床部23、及び第4床部24の各々にあらかじめ設けられた吹き抜け開口41が仮設床部26(例えばコンクリート製の床材等)によって閉鎖された状態(以下、「閉鎖状態」と称する)であるものとして説明する。
(How to install attached structures)
Next, a method of constructing the first attached structure 51, the second attached structure 52, and the third attached structure will be described. However, since the construction methods of the first attached structure 51, the second attached structure 52, and the third attached structure are substantially the same, only the construction method of the first attached structure 51 will be described below. . In addition, as a premise of the construction method of the first attached structure 51, a blow-through opening 41 provided in advance in each of the second floor portion 22, the third floor portion 23, and the fourth floor portion 24 includes the temporary floor portion 26 ( The description will be made assuming that the closed state (hereinafter, referred to as a "closed state") is closed by a concrete floor material or the like.

図2は、施工方法の準備工程を示す側面図である(一部図示省略)。図3は、施工方法の運搬工程を示す側面図である(一部図示省略)。図4は、施工方法の組立工程を示す側面図である(一部図示省略)。図5は、施工方法の形成工程を示す側面図である(一部図示省略)。図6は、施工方法の設置工程を示す側面図である(一部図示省略)。図1から図6に示すように、実施の形態に係る第1付属構造物51の施工方法は、準備工程、運搬工程、組立工程、形成工程、設置工程、及び仕上工程を含んでいる。   FIG. 2 is a side view showing a preparation step of the construction method (partially omitted). FIG. 3 is a side view showing a transportation step of the construction method (partially omitted). FIG. 4 is a side view showing an assembling process of the construction method (partially omitted). FIG. 5 is a side view showing a forming step of the construction method (partially omitted). FIG. 6 is a side view showing an installation step of the construction method (partially omitted). As shown in FIGS. 1 to 6, the method of constructing the first attached structure 51 according to the embodiment includes a preparation step, a transportation step, an assembly step, a formation step, an installation step, and a finishing step.

(付属構造物の施工方法−準備工程)
まず、準備工程について説明する。準備工程は、第1付属構造物51の施工の準備を行うための工程である。
(Attached structure construction method-preparation process)
First, the preparation process will be described. The preparation process is a process for preparing for the construction of the first attached structure 51.

具体的には、図2に示すように、第3階層1bの設置空間Sの近傍に、支持部42、仮設支持部90、仮受梁部100a〜100c、仮設足場110、及びチェーンブロック112を設置する。   Specifically, as shown in FIG. 2, the support part 42, the temporary support part 90, the temporary receiving parts 100 a to 100 c, the temporary scaffold 110, and the chain block 112 are located near the installation space S on the third floor 1 b. Install.

このうち、仮設支持部90は、第1付属構造物51の第2階段部60bを支持するための仮設支持手段である。この仮設支持部90は、例えば支持部42と略同様に構成され、図2に示すように、第3階層1bの設置空間Sの右端部近傍に設けられ、当接部91及び一対の支柱部(図示省略)を備える。   The temporary support portion 90 is temporary support means for supporting the second step portion 60b of the first attached structure 51. The temporary support portion 90 is configured, for example, substantially in the same manner as the support portion 42, and is provided near the right end of the installation space S of the third floor 1b, as shown in FIG. (Not shown).

また、仮受梁部100a〜100cは、運搬工程時に第1付属構造物51の第1階段部60a又は第2階段部60bを仮受けするための梁部である。この仮受梁部100a〜100cは、例えば長尺な鋼製の梁材を用いて構成され、仮受梁部100a〜100cの長手方向が前後方向に沿うように設けられる。具体的には、図2に示すように、仮受梁部100aは第3床部23における仮設支持部90に対応する部分(具体的には、第3床部23の第2梁部32に対応する部分)の上面に載置され、仮受梁部100bは第3床部23における支持部42に対応する部分(具体的には、第3床部23の第2梁部32に対応する部分)の上面に載置され、仮受梁部100cは支持部42の当接部43の上面に載置される。   The temporary receiving beam portions 100a to 100c are beam portions for temporarily receiving the first step portion 60a or the second step portion 60b of the first attached structure 51 during the transportation process. The temporary receiving portions 100a to 100c are made of, for example, long steel beams, and are provided such that the longitudinal direction of the temporary receiving portions 100a to 100c extends in the front-rear direction. Specifically, as shown in FIG. 2, the temporary receiving portion 100 a is a portion corresponding to the temporary supporting portion 90 of the third floor portion 23 (specifically, a portion corresponding to the second beam portion 32 of the third floor portion 23). The temporary receiving portion 100b is placed on the upper surface of the corresponding portion, and the temporary receiving portion 100b corresponds to the portion corresponding to the support portion 42 of the third floor portion 23 (specifically, corresponds to the second beam portion 32 of the third floor portion 23). The temporary receiving portion 100c is mounted on the upper surface of the contact portion 43 of the support portion 42.

また、仮設足場110は、運搬工程、組立工程、形成工程、設置工程、又は仕上工程の作業時に用いられる足場であり、例えば公知の鋼製の仮設足場等を用いて構成され、図2に示すように、仮設支持部90の近傍に設けられ、第3床部23に対して固定具等によって固定される。なお、実施の形態では、図2に示すように、仮設足場110と第4床部24とに接続された転倒防止材111であって、仮設足場110の転倒を防止するための転倒防止材111が設けられる。   Moreover, the temporary scaffold 110 is a scaffold used at the time of the work of the transporting process, the assembling process, the forming process, the setting process, or the finishing process, and is configured using, for example, a known steel temporary scaffold or the like, and is illustrated in FIG. As described above, it is provided near the temporary support portion 90 and is fixed to the third floor portion 23 by a fixing tool or the like. In the embodiment, as shown in FIG. 2, a fall prevention member 111 connected to the temporary scaffold 110 and the fourth floor portion 24, and a fall prevention member 111 for preventing the temporary scaffold 110 from falling. Is provided.

また、チェーンブロック112は、設置工程において第1付属構造物51、第2付属構造物52、又は第3付属構造物の構成要素の少なくとも一部を、所定位置まで昇降させるためのものである。このチェーンブロック112は、公知のチェーンブロック112を用いて構成されており、第4床部24の吹き抜け開口41の近傍に位置する第4梁部34に対して取り付ける(図2では、チェーンブロック112を2つの第4梁部34にそれぞれ取り付ける)。   Further, the chain block 112 is for raising and lowering at least a part of the components of the first accessory structure 51, the second accessory structure 52, or the third accessory structure in a setting step to a predetermined position. The chain block 112 is configured using a known chain block 112, and is attached to the fourth beam portion 34 located near the blow-through opening 41 of the fourth floor portion 24 (in FIG. 2, the chain block 112 is used). Are respectively attached to the two fourth beam portions 34).

(付属構造物の施工方法−運搬工程)
次に、運搬工程について説明する。運搬工程は、組立工程が行われる前の第1付属構造物51を、第1付属構造物51の組立作業を行う対象階層(ここでは、第3階層1b)の設置空間Sに対応する位置まで運搬する工程である。なお、実施の形態では、第2付属構造物52の組立作業を行う対象階層を第2階層1aとして説明すると共に、第3付属構造物の組立作業を行う対象階層を第1階層として説明する(すなわち、多層建物1は複数の対象階層を含むものとする)。
(Attached structure construction method-transportation process)
Next, the transportation process will be described. In the transportation process, the first attached structure 51 before the assembly process is performed is moved to a position corresponding to the installation space S of the target level (here, the third level 1b) in which the assembly work of the first attached structure 51 is performed. This is the process of transporting. In the embodiment, the target hierarchy for performing the assembling work of the second attached structure 52 is described as the second hierarchy 1a, and the target hierarchy for performing the assembling work of the third attached structure is described as the first hierarchy ( That is, the multi-story building 1 includes a plurality of target stories).

具体的には、まず、第1付属構造物51を、図示しない公知のクレーン等を用いて多層建物1の窓部(図示省略)を介して多層建物1の外部から内部に引き込む。次に、図示しない公知の台車等を用いて、第1付属構造物51の第1階段部60a及び第2階段部60bを第3階層1bの設置空間Sに対応する位置まで運搬する。そして、図3に示すように、図示しない公知のチェーンブロック等を用いて第1階段部60a及び第2階段部60bを昇降させることにより、第1階段部60aを仮受梁部100a及び仮設支持部90の当接部91に載置すると共に、第2階段部60bを仮受梁部100b及び仮受梁部100cに載置する。   Specifically, first, the first attached structure 51 is pulled in from the outside of the multi-story building 1 through the window (not shown) of the multi-story building 1 using a known crane or the like (not shown). Next, the first stepped portion 60a and the second stepped portion 60b of the first attached structure 51 are transported to a position corresponding to the installation space S of the third story 1b by using a known carriage or the like (not shown). Then, as shown in FIG. 3, the first stepped portion 60a and the second stepped portion 60b are raised and lowered using a known chain block or the like (not shown), so that the first stepped portion 60a is temporarily supported by the temporary receiving beam portion 100a and the temporary support. The second stepped portion 60b is placed on the temporary receiving portion 100b and the temporary receiving portion 100c while being placed on the contact portion 91 of the portion 90.

このような運搬工程により、第2床部22、第3床部23、及び第4床部24の各々の吹き抜け開口41を閉鎖状態にして搬送作業を行うことができるので、例えば、運搬作業が行われる際に第1付属構造物51の部材又は人が第3床部23の吹き抜け開口41を介して下の階層に落下することを回避できる。また、第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々の搬送作業を並行して行うことができ、第1付属構造物51、第2付属構造物52、又は第3付属構造物の一部の搬送作業が第1付属構造物51、第2付属構造物52、又は第3付属構造物の他の一部の搬送作業の進捗に左右されることを回避でき、搬送工程を効率的に実施できる。   By such a transporting process, the transport operation can be performed with the blow-through openings 41 of the second floor portion 22, the third floor portion 23, and the fourth floor portion 24 in a closed state. When performing, the member or the person of the first attached structure 51 can be prevented from falling to the lower level via the blow-through opening 41 of the third floor portion 23. In addition, the first auxiliary structure 51, the second auxiliary structure 52, and the third auxiliary structure can be transported in parallel, and the first auxiliary structure 51, the second auxiliary structure 52, Alternatively, it is possible to prevent the transfer operation of a part of the third attached structure from being influenced by the progress of the transfer operation of the first attached structure 51, the second attached structure 52, or another part of the third attached structure. The transfer process can be performed efficiently.

(付属構造物の施工方法−組立工程)
次に、組立工程について説明する。組立工程は、運搬工程の後に、第3階層1bで第1付属構造物51の少なくとも一部を組み立てる工程である。
(Attached structure construction method-assembly process)
Next, the assembly process will be described. The assembling step is a step of assembling at least a part of the first attached structure 51 on the third floor 1b after the transporting step.

具体的には、図4に示すように、第1付属構造物51の第1階段部60a及び第2階段部60bの各々における複数の載置部63に段板部70をそれぞれ載置し、当該載置した段板部70を第1階段部60a及び第2階段部60bに対して固定具、溶接、又は嵌合構造等によって固定する。   Specifically, as shown in FIG. 4, the step board portions 70 are respectively placed on the plurality of placement portions 63 in each of the first step portion 60a and the second step portion 60b of the first attachment structure 51, The placed step board portion 70 is fixed to the first step portion 60a and the second step portion 60b by a fixture, welding, a fitting structure, or the like.

このような組立工程により、第2床部22、第3床部23、及び第4床部24の吹き抜け開口41を閉鎖状態にして組立作業を行うことができるので、組立作業が行われる際に第1付属構造物51の部材(例えば、段板部70等)又は人が第3床部23の吹き抜け開口41を介して下の階層に落下することを回避できると共に、組立作業が行われる際に部材同士を溶接するときに生じた火花(又は煙)が第3床部23の吹き抜け開口41を介して下の階層に落下することを回避できる。また、第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々の組立作業を並行して行うことができ、第1付属構造物51、第2付属構造物52、又は第3付属構造物の一部の組立作業が第1付属構造物51、第2付属構造物52、又は第3付属構造物の他の一部の組立作業の進捗に左右されることを回避でき、組立工程を効率的に実施できる。また、仕上工程後に段板部70を取り付ける場合に比べて、第1階段部60a及び第2階段部60bの揺れが生じにくいことから、段板部70を正確に取り付けることができる。また、組立作業での溶接に対する火気管理エリアが階層毎に完結できるので、火気管理者の人数の低減が図りやすくなる。そしてさらに、運搬工程の後に組立工程を行うので、例えば第3床部23のうち設置空間Sに対応しない位置で第1付属構造物51を組み立てる場合に比べて、組立後の第1付属構造物51を第3床部23における設置空間Sに対応する位置まで搬送する作業(いわゆる横引き作業)を省略でき、第1付属構造物51の施工を効率的に行うことができる。   Through such an assembling process, the assembling work can be performed with the blow-through openings 41 of the second floor portion 22, the third floor portion 23, and the fourth floor portion 24 closed, so that when the assembling work is performed. It is possible to prevent a member (for example, the step board part 70 or the like) of the first attached structure 51 or a person from dropping to a lower level through the blow-through opening 41 of the third floor part 23 and to perform an assembling operation. It is possible to avoid sparks (or smoke) generated when the members are welded to each other through the blow-through opening 41 of the third floor portion 23 and fall to a lower level. In addition, the assembly work of each of the first attached structure 51, the second attached structure 52, and the third attached structure can be performed in parallel, and the first attached structure 51, the second attached structure 52, Alternatively, the assembling work of a part of the third attached structure is prevented from being affected by the progress of the assembling work of the first attached structure 51, the second attached structure 52, or another part of the third attached structure. The assembly process can be performed efficiently. In addition, since the first step portion 60a and the second step portion 60b are less likely to sway compared to the case where the step portion 70 is attached after the finishing process, the step portion 70 can be attached accurately. Further, since the fire management area for welding in the assembly work can be completed for each hierarchy, the number of fire managers can be easily reduced. Further, since the assembling process is performed after the transporting process, the first attached structure 51 after the assembly is compared with, for example, assembling the first attached structure 51 at a position in the third floor 23 that does not correspond to the installation space S. The work of transporting the 51 to the position corresponding to the installation space S in the third floor 23 (so-called horizontal pulling work) can be omitted, and the construction of the first attached structure 51 can be performed efficiently.

(付属構造物の施工方法−形成工程)
次に、形成工程について説明する。形成工程は、組立工程及び運搬工程が行われた後に、複数の床部24のうち設置空間Sに対応する床部を撤去することにより、吹き抜け開口41を形成する工程である。
(Attachment structure construction method-formation process)
Next, the forming process will be described. The forming process is a process of forming the blow-through opening 41 by removing a floor portion corresponding to the installation space S among the plurality of floor portions 24 after the assembling process and the transporting process are performed.

具体的には、図5に示すように、まず、図示しない公知のチェーンブロック等を用いて第2床部22、第3床部23、及び第4床部24の各々に設置された仮設床部26を取り外す(撤去する)ことにより吹き抜け開口41を形成する。その後、図示しない公知の台車等を用いて、上記取り外した仮設床部26を多層建物1の外部まで運搬する。   More specifically, as shown in FIG. 5, first, a temporary floor installed on each of the second floor 22, the third floor 23, and the fourth floor 24 using a known chain block (not shown) or the like. By removing (removing) the portion 26, the blow-through opening 41 is formed. Thereafter, the detached temporary floor portion 26 is transported to the outside of the multi-story building 1 using a known carriage (not shown).

(付属構造物の施工方法−設置工程)
次に、設置工程について説明する。設置工程は、形成工程にて形成された吹き抜け開口41を介して組立工程にて組み立てられた第1付属構造物51を昇降させた後に、当該第1付属構造物51を設置空間Sに設置する工程である。
(Attachment structure construction method-installation process)
Next, the installation process will be described. In the installation step, after the first attached structure 51 assembled in the assembling step is moved up and down through the blow-through opening 41 formed in the forming step, the first attached structure 51 is installed in the installation space S. It is a process.

具体的には、図6に示すように、まず、チェーンブロック112を用いて、組立工程において段板部70が取り付けられた第1付属構造物51の第1階段部60a及び第2階段部60bを、所定位置までそれぞれ昇降させる。具体的には、第1階段部60aを、支持部42の当接部43及び第2梁部32と当接可能な位置まで下降させると共に、第2階段部60bを、支持部42の当接部43及び第3梁部33と当接可能な位置まで上昇させる。この場合には、第1階段部60a及び第2階段部60bを昇降させた後の任意のタイミングで、仮設支持部90及び仮受梁部100a〜100cを撤去する。次いで、上記下降した第1階段部60aを、支持部42の当接部43及び第2梁部32に対して固定具又は溶接等によって固定すると共に、上記上昇した第2階段部60bを支持部42の当接部43及び第3梁部33に対して固定具又は溶接等によって固定する。   Specifically, as shown in FIG. 6, first, using the chain block 112, the first step portion 60 a and the second step portion 60 b of the first attached structure 51 to which the step plate portion 70 is attached in the assembling process. Are respectively raised and lowered to predetermined positions. Specifically, the first step portion 60a is lowered to a position where the first step portion 60a can be in contact with the contact portion 43 of the support portion 42 and the second beam portion 32, and the second step portion 60b is brought into contact with the support portion 42. It is raised to a position where it can come into contact with the part 43 and the third beam part 33. In this case, the temporary support portion 90 and the temporary receiving portions 100a to 100c are removed at an arbitrary timing after the first step portion 60a and the second step portion 60b are moved up and down. Next, the lowered first staircase portion 60a is fixed to the contact portion 43 of the support portion 42 and the second beam portion 32 by a fixing tool or welding, and the raised second staircase portion 60b is supported. It is fixed to the contact portion 43 and the third beam portion 33 by a fixture or welding.

また、実施の形態のように、複数の付属構造物を設置する方法については任意であるが、例えば、チェーンブロック112を用いて、複数の付属構造物のうち上方に位置する付属構造物から下方に位置する付属構造物の順に設置してもよい。一例として、まず第1付属構造物51を第3階層1bの設置空間Sに設置し、次いで第2付属構造物52を第2階層1aの設置空間Sに設置し、最後に第3付属構造物を第1階層の設置空間Sに設置してもよい。この場合において、例えば、形成工程では、設置対象となる付属構造物を昇降させるために必要な吹き抜け開口41のみを形成することにより、すべての吹き抜け開口41を一度に形成する場合に比べて、設置工程の作業時において付属構造物の部材又は人が吹き抜け開口41を介して落下したときの被害を軽減できる。ただし、これに限らず、複数の付属構造物のうち下方に位置する付属構造物から上方に位置する付属構造物の順に設置してもよく、又は不規則な順序で設置してもよい。   Further, as in the embodiment, a method of installing a plurality of accessory structures is optional, but, for example, using a chain block 112, a plurality of accessory structures may be positioned downward from an upper one of the plurality of accessory structures. May be installed in the order of the attached structures. As an example, first, the first auxiliary structure 51 is installed in the installation space S of the third level 1b, then the second auxiliary structure 52 is installed in the installation space S of the second level 1a, and finally, the third auxiliary structure 51 is installed. May be installed in the installation space S of the first hierarchy. In this case, for example, in the forming process, by forming only the blow-through openings 41 necessary for elevating and lowering the attached structure to be installed, compared to the case where all the blow-through openings 41 are formed at one time, Damage when a member of an attached structure or a person falls through the blow-through opening 41 during the work of the process can be reduced. However, the present invention is not limited to this, and may be installed in the order of the auxiliary structures located above from the lower auxiliary structures among the plurality of auxiliary structures, or may be installed in an irregular order.

(付属構造物の施工方法−仕上工程)
続いて、仕上工程について説明する仕上工程は、第1付属構造物51の仕上げを行う工程である。ここで、「仕上げ」とは、例えば、第1付属構造物51を塗装すること、第1付属構造物51を完全に組み立てること、又は不要な器具等を撤去すること等を含む概念である。
(Attached structure construction method-finishing process)
Subsequently, the finishing step to be described in the finishing step is a step of finishing the first attached structure 51. Here, the term “finishing” is a concept that includes, for example, painting the first accessory structure 51, completely assembling the first accessory structure 51, or removing unnecessary equipment and the like.

具体的には、第1付属構造物51の第1階段部60a及び第2階段部60bの各々に手摺部80を取り付けることにより、第1付属構造物51を完全に組み立てる。また、図示しない公知の塗布器具(例えば、刷毛等)を用いて第1付属構造物51に塗料を塗布し、その後所定時間経過するまで常温で乾燥させることにより、第1付属構造物51の塗装を行う。また、仮設足場110及びチェーンブロック112等の器具を撤去する。これにより、図1に示す第1付属構造物51を施工することができる。   Specifically, by attaching the handrail portion 80 to each of the first step portion 60a and the second step portion 60b of the first attached structure 51, the first attached structure 51 is completely assembled. Further, the coating of the first attached structure 51 is performed by applying a paint to the first attached structure 51 using a known applicator (for example, a brush or the like) which is not shown, and then drying the coating at room temperature until a predetermined time has elapsed. I do. In addition, instruments such as the temporary scaffold 110 and the chain block 112 are removed. Thereby, the first accessory structure 51 shown in FIG. 1 can be constructed.

以上のような施工方法により、従来技術(既設の吹き抜け空間で各階層の階段部を設置する技術)に比べて、例えば、組立工程時又は運搬工程時での第1付属構造物51又は第2付属構造物52の部材、あるいは人が吹き抜け開口41を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に第1付属構造物51等の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口41を介して下の階層に落下することを抑制できる。よって、組立工程時及び運搬工程時において人の作業安全性及び多層建物1の火災安全性を高めることができ、第1付属構造物51、第2付属構造物52、及び第3付属構造物を施工する際の安全性を確保しやすくなる。また、第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々が階段であるので、組立工程時又は運搬工程時での階段の部材が吹き抜け開口41を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に階段の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口41を介して下の階層に落下することを抑制でき、階段を施工する際の安全性を確保しやすくなる。   According to the above-described construction method, for example, the first attached structure 51 or the second attached structure 51 during the assembling process or the transporting process is compared with the conventional technology (the technology of installing the stairs of each story in the existing atrium space). It is possible to prevent a member of the accessory structure 52 or a person from dropping to a lower level through the blow-through opening 41, and to weld members such as the first accessory structure 51 at the time of assembly work. The generated spark (or smoke) can be prevented from falling to the lower level through the blow-through opening 41. Therefore, the safety of human work and the fire safety of the multi-story building 1 can be improved during the assembling process and the transporting process, and the first attached structure 51, the second attached structure 52, and the third attached structure can be used. It is easier to ensure safety during construction. In addition, since each of the first attached structure 51, the second attached structure 52, and the third attached structure is a stair, a member of the stair at the time of the assembling process or the carrying process is lowered through the blow-through opening 41. And it is possible to prevent the spark (or smoke) generated when the members of the stairs are welded to each other during the assembling work from falling through the blow-through opening 41 to the lower level. It is possible to secure safety when constructing stairs.

(実施の形態の効果)
このように実施の形態1によれば、組立工程及び運搬工程が行われた後に、多層建物1を構成する複数の床部のうち設置空間Sに対応する床部の一部を撤去することにより、吹き抜け開口41を形成する形成工程と、形成工程にて形成された吹き抜け開口41を介して組立工程において組み立てられた第1付属構造物51、第2付属構造物52、及び第3付属構造物を昇降させることにより、第1付属構造物51、第2付属構造物52、及び第3付属構造物を設置空間Sに設置する設置工程と、を含むので、従来技術(既設の吹き抜け空間で各階層の階段部を設置する技術)に比べて、例えば、組立工程時又は運搬工程時での第1付属構造物51又は第2付属構造物52の部材、あるいは人が吹き抜け開口41を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に第1付属構造物51又は第2付属構造物52の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口41を介して下の階層に落下することを抑制できる。よって、組立工程時及び運搬工程時において人の作業安全性及び多層建物1の火災安全性を高めることができ、第1付属構造物51、第2付属構造物52、及び第3付属構造物を施工する際の安全性を確保しやすくなる。
(Effects of Embodiment)
As described above, according to the first embodiment, after the assembly process and the transportation process are performed, by removing a part of the floor corresponding to the installation space S among the plurality of floors configuring the multi-story building 1. Forming a through hole 41, a first auxiliary structure 51, a second auxiliary structure 52, and a third auxiliary structure assembled in an assembling process through the blow through opening 41 formed in the forming step. The first attachment structure 51, the second attachment structure 52, and the third attachment structure in the installation space S by raising and lowering the first attachment structure 51. For example, as compared with the technique of installing a staircase portion of a story), for example, the members of the first accessory structure 51 or the second accessory structure 52 during the assembling process or the transporting process, or a person passing through the through-hole 41, Fall to the level of And the spark (or smoke) generated when the members of the first accessory structure 51 or the second accessory structure 52 are welded to each other when the assembling work is performed is performed through the blow-through opening 41 to a lower level. Can be suppressed. Therefore, the safety of human work and the fire safety of the multi-story building 1 can be improved during the assembling process and the transporting process, and the first attached structure 51, the second attached structure 52, and the third attached structure can be used. It is easier to ensure safety during construction.

また、運搬工程において、組立工程が行われる前の第1付属構造物51、第2付属構造物52、及び第3付属構造物を対象階層における設置空間Sに対応する位置まで運搬し、組立工程において、運搬工程にて運搬された第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々の少なくとも一部を組み立てるので、例えば第1付属構造物51、第2付属構造物52、及び第3付属構造物のうち設置空間Sに対応しない位置で第1付属構造物51、第2付属構造物52、及び第3付属構造物を組み立てる場合に比べて、組立後の第1付属構造物51、第2付属構造物52、及び第3付属構造物を対象階層における設置空間Sに対応する位置まで搬送する作業(いわゆる横引き作業)を省略でき、第1付属構造物51、第2付属構造物52、及び第3付属構造物の施工を効率的に行うことができる。   In the transporting process, the first attached structure 51, the second attached structure 52, and the third attached structure before the assembling process are transported to a position corresponding to the installation space S in the target hierarchy, and the assembling process is performed. In, at least a part of each of the first accessory structure 51, the second accessory structure 52, and the third accessory structure transported in the transporting process is assembled, and thus, for example, the first accessory structure 51, the second accessory Compared to the case where the first accessory structure 51, the second accessory structure 52, and the third accessory structure are assembled at a position that does not correspond to the installation space S among the structure 52 and the third accessory structure, the assembled structure is more suitable. The work of transporting the first attached structure 51, the second attached structure 52, and the third attached structure to a position corresponding to the installation space S in the target hierarchy (so-called horizontal pulling operation) can be omitted, and the first attached structure can be omitted. 51, second attached structure Construction of the object 52, and the third accessory structure can be carried out efficiently.

また、組立工程において、複数の対象階層の各々で第1付属構造物51、第2付属構造物52、及び第3付属構造物を組み立て、運搬工程において、組立工程が行われる前又は組立工程が行われた後の第1付属構造物51、第2付属構造物52、及び第3付属構造物を複数の対象階層の各々に搬送し、形成工程において、複数の対象階層の各々に対応する床部の一部を撤去することにより、吹き抜け開口41を複数形成し、設置工程において、複数の対象階層の各々に対応する吹き抜け開口41を介して複数の対象階層の各々で組み立てられた第1付属構造物51、第2付属構造物52、及び第3付属構造物をそれぞれ昇降させた後に、第1付属構造物51、第2付属構造物52、及び第3付属構造物を設置空間Sにそれぞれ設置するので、第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々の搬送作業及び組立作業を並行して行うことができ、第1付属構造物51、第2付属構造物52、又は第3付属構造物の一部の搬送作業が第1付属構造物51、第2付属構造物52、又は第3付属構造物の他の一部の搬送作業の進捗に左右されることを回避でき、組立工程及び搬送工程を効率的に実施できる。   Also, in the assembling process, the first accessory structure 51, the second accessory structure 52, and the third accessory structure are assembled at each of the plurality of target layers, and in the transporting process, before the assembly process is performed or during the assembly process. The first attached structure 51, the second attached structure 52, and the third attached structure that have been performed are transported to each of the plurality of target stories, and the floor corresponding to each of the plurality of target stories is formed in the forming process. By removing a part of the part, a plurality of stairwell openings 41 are formed, and in the installation process, the first attachments assembled at each of the plurality of target layers through the stairwell openings 41 corresponding to each of the plurality of target layers After raising and lowering the structure 51, the second attachment structure 52, and the third attachment structure, respectively, the first attachment structure 51, the second attachment structure 52, and the third attachment structure are respectively placed in the installation space S. Since it will be installed, Each of the first attachment structure 51, the second attachment structure 52, and the third attachment structure can be transported and assembled in parallel, and the first attachment structure 51, the second attachment structure 52, Alternatively, it is possible to prevent the transfer operation of a part of the third attached structure from being influenced by the progress of the transfer operation of the first attached structure 51, the second attached structure 52, or another part of the third attached structure. As a result, the assembling process and the transporting process can be performed efficiently.

また、第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々が階段を含むので、組立工程時又は運搬工程時での階段の部材が吹き抜け開口41を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に階段の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口41を介して下の階層に落下することを抑制でき、階段を施工する際の安全性を確保しやすくなる。   In addition, since each of the first accessory structure 51, the second accessory structure 52, and the third accessory structure includes a stair, a member of the stair at the time of the assembling process or the carrying process is lowered through the blow-through opening 41. And it is possible to prevent the spark (or smoke) generated when the members of the stairs are welded to each other during the assembling work from falling through the blow-through opening 41 to the lower level. It is possible to secure safety when constructing stairs.

〔III〕実施の形態に対する変形例
以上、本発明の実施の形態について説明したが、本発明の具体的な構成及び手段は、特許請求の範囲に記載した各発明の技術的思想の範囲内において、任意に改変及び改良することができる。以下、このような変形例について説明する。
[III] Modifications to the Embodiments The embodiments of the present invention have been described above, but specific configurations and means of the present invention may be embraced within the scope of the technical idea of each invention described in the claims. , Can be arbitrarily modified and improved. Hereinafter, such modified examples will be described.

(解決しようとする課題や発明の効果について)
まず、発明が解決しようとする課題や発明の効果は、前記した内容に限定されるものではなく、本発明によって、前記に記載されていない課題を解決したり、前記に記載されていない効果を奏することもでき、また、記載されている課題の一部のみを解決したり、記載されている効果の一部のみを奏することがある。
(About problems to be solved and effects of the invention)
First, the problems to be solved by the invention and the effects of the invention are not limited to the contents described above. According to the present invention, it is possible to solve the problems not described above or to obtain the effects not described above. In some cases, only some of the described problems may be solved or only some of the described effects may be achieved.

(形状、数値、構造、時系列について)
実施の形態や図面において例示した構成要素に関して、形状、数値、又は複数の構成要素の構造若しくは時系列の相互関係については、本発明の技術的思想の範囲内において、任意に改変及び改良することができる。
(About shape, numerical value, structure, time series)
Regarding the components exemplified in the embodiment and the drawings, the shape, numerical values, or the structure or chronological relationship of a plurality of components may be arbitrarily modified and improved within the technical idea of the present invention. Can be.

(付属構造物について)
上記実施の形態では、付属構造物の階段の種別が、折り返し階段であると説明したが、これに限らず、例えば、直階段、かね折れ階段、又はらせん階段であってもよい。
(About attached structures)
In the above-described embodiment, the type of the staircase of the attached structure is described as a folded staircase, but is not limited thereto, and may be, for example, a straight staircase, a winding staircase, or a spiral staircase.

また、上記実施の形態では、付属構造物の設置数が3つであると説明したが、これに限らない。例えば、多層建物1の階層のうち第1階層から第3階層1b以外の他の階層(一例として、第4階層1c等)に付属構造物を設置する場合には、付属構造物の設置数が4つ以上であってもよい。あるいは、付属構造物の設置数が1つのみであってもよい。   Further, in the above-described embodiment, the number of attached structures is three, but the present invention is not limited to this. For example, when ancillary structures are installed in other layers (for example, the fourth floor 1c, etc.) other than the first to third layers 1b among the layers of the multi-story building 1, the number of attached structures is reduced. There may be four or more. Alternatively, the number of attached structures may be only one.

また、上記実施の形態では、第1階段部60a及び第2階段部60bの各々が、階段部本体61a及び踊場部62aを一体形成すると共に、階段部本体61b及び踊場部62bを一体形成することで構成されていると説明したが、これに限らず、例えば、階段部本体61a及び踊場部62aを別体に形成すると共に、階段部本体61b及び踊場部62bを別体に形成することで構成されてもよい。この場合には、第1付属構造物51の施工方法の運搬工程及び組立工程については、以下の通りに実施してもよい。すなわち、運搬工程においては、多層建物1の内部に引き込まれた第1付属構造物51を、第3階層1bの設置空間Sに対応する位置まで運搬する。また、組立工程においては、まず、階段部本体61a及び踊場部62aを溶接等で接続すると共に、階段部本体61b及び踊場部62bを溶接等で接続することにより、第1階段部60a及び第2階段部60bを構成する。次に、チェーンブロック等を用いて第1階段部60a及び第2階段部60bを昇降させることにより、第1階段部60aを仮受梁部100a及び仮設支持部90の当接部91に載置すると共に、第2階段部60bを仮受梁部100b及び仮受梁部100cに載置する。そして、第1階段部60a及び第2階段部60bの各々における複数の載置部63に段板部70を取り付ける。   Further, in the above-described embodiment, each of the first stair portion 60a and the second stair portion 60b integrally forms the stair portion main body 61a and the landing portion 62a, and also integrally forms the stair portion main portion 61b and the landing portion 62b. However, the invention is not limited to this. For example, the staircase body 61a and the landing section 62a are formed separately, and the staircase body 61b and the landing section 62b are formed separately. May be done. In this case, the transporting process and the assembling process of the method of constructing the first attached structure 51 may be performed as follows. That is, in the transportation step, the first attached structure 51 drawn into the multi-story building 1 is transported to a position corresponding to the installation space S on the third floor 1b. In the assembling process, first, the stair portion main body 61a and the landing portion 62a are connected by welding or the like, and the stair portion main portion 61b and the landing portion 62b are connected by welding or the like, so that the first step portion 60a and the second The step part 60b is constituted. Next, the first stepped portion 60a and the second stepped portion 60b are raised and lowered using a chain block or the like, so that the first stepped portion 60a is placed on the temporary receiving portion 100a and the contact portion 91 of the temporary support portion 90. At the same time, the second step portion 60b is placed on the temporary receiving portions 100b and 100c. Then, the step board part 70 is attached to the plurality of mounting parts 63 in each of the first step part 60a and the second step part 60b.

(施工方法について)
上記実施の形態では、準備工程及び仕上工程が行われると説明したが、これに限らない。例えば、支持部42、仮設支持部90、仮受梁部100a〜100c、及び仮設足場110の設置を必要としない場合には、準備工程を省略してもよい。また、第1付属構造物51、第2付属構造物52、及び第3付属構造物の塗装等を必要としない場合には、仕上工程を省略してもよい。
(About construction method)
In the above-described embodiment, it has been described that the preparation step and the finishing step are performed, but the present invention is not limited to this. For example, when it is not necessary to install the support portion 42, the temporary support portion 90, the temporary receiving portions 100a to 100c, and the temporary scaffold 110, the preparation step may be omitted. In the case where the first accessory structure 51, the second accessory structure 52, and the third accessory structure do not need to be coated, the finishing step may be omitted.

また、上記実施の形態では、組立工程が運搬工程の後に行われると説明したが、これに限らない。例えば、組立工程が運搬工程の前に行われてもよい。一例として、組立工程において、多層建物1の外部から内部に引き込まれた第1付属構造物51の第1階段部60a及び第2階段部60bを第3階層1bの設置空間Sに対応する位置から若干離れた位置まで運搬し、当該位置でこれら第1階段部60a及び第2階段部60bに段板部70を取り付ける。そして、運搬工程において、段板部70が取り付けられた第1階段部60a及び第2階段部60bを、第3階層1bの設置空間Sに対応する位置まで運搬してもよい(なお、第2付属構造物52及び第3付属構造物についても同様とする)。   Further, in the above-described embodiment, it has been described that the assembling process is performed after the transporting process, but this is not a limitation. For example, the assembly process may be performed before the transportation process. As an example, in the assembling process, the first step portion 60a and the second step portion 60b of the first attached structure 51 drawn from the outside of the multi-story building 1 to the inside are moved from a position corresponding to the installation space S of the third floor 1b. It is transported to a slightly distant position, and the step board 70 is attached to the first step 60a and the second step 60b at the position. Then, in the transporting step, the first step portion 60a and the second step portion 60b to which the step board portion 70 is attached may be transported to a position corresponding to the installation space S of the third floor 1b (the second step). The same applies to the accessory structure 52 and the third accessory structure.)

また、上記実施の形態では、仕上工程において、第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々に手摺部80を取り付けると説明したが、これに限らず、例えば、組立工程において、第1付属構造物51、第2付属構造物52、及び第3付属構造物の各々に手摺部80を取り付けてもよい。   Further, in the above embodiment, in the finishing process, the handrail portion 80 is attached to each of the first attached structure 51, the second attached structure 52, and the third attached structure. However, the present invention is not limited to this. For example, in the assembling process, the handrail portion 80 may be attached to each of the first attached structure 51, the second attached structure 52, and the third attached structure.

(付記)
付記1の付属構造物の施工方法は、多層建物において複数の階層にわたって設置される付属構造物を施工するための施工方法であって、前記複数の階層のうち前記付属構造物の組立作業を行う対象となる対象階層で前記付属構造物の少なくとも一部を組み立てる組立工程と、前記組立工程が行われる前又は前記組立工程が行われた後の前記付属構造物を前記対象階層における前記付属構造物を設置する設置空間に対応する位置まで運搬する運搬工程と、前記組立工程及び前記運搬工程が行われた後に、前記多層建物を構成する複数の床部のうち前記設置空間に対応する床部の一部を撤去することにより、吹き抜け開口を形成する形成工程と、前記形成工程にて形成された前記吹き抜け開口を介して前記組立工程において組み立てられた前記付属構造物を昇降させることにより、当該付属構造物を前記設置空間に設置する設置工程と、を含む。
(Note)
The method for constructing an accessory structure according to Supplementary Note 1 is a method for constructing an accessory structure installed over a plurality of levels in a multi-story building, and performing an assembling operation of the accessory structure among the plurality of levels. An assembling step of assembling at least a part of the attached structure at a target target layer; and the accessory structure at the target layer before the assembling step is performed or after the assembling step is performed. A transporting step of transporting to a position corresponding to the installation space where the installation space is to be installed, and after the assembling step and the transportation step have been performed, of the floor section corresponding to the installation space among the plurality of floor sections constituting the multi-story building Forming a blow-by opening by removing a part thereof; and the assembling in the assembling process through the blow-through opening formed in the forming process. By raising and lowering the structure comprises an installation step of installing the accessory structure to the installation space, the.

付記2の付属構造物の施工方法は、付記1に記載の付属構造物の施工方法において、前記運搬工程において、前記組立工程が行われる前の前記付属構造物を前記対象階層における前記設置空間に対応する位置まで運搬し、前記組立工程において、前記運搬工程にて運搬された前記付属構造物の少なくとも一部を組み立てる。   The method for constructing an accessory structure according to Supplementary Note 2 is the method for constructing an accessory structure according to Supplementary Note 1, wherein, in the transporting step, the accessory structure before the assembling step is performed in the installation space in the target hierarchy. It is transported to a corresponding position, and in the assembling step, at least a part of the attached structure transported in the transporting step is assembled.

付記3の付属構造物の施工方法は、付記1又は2に記載の付属構造物の施工方法において、前記多層建物において複数の前記付属構造物を施工するための当該施工方法であって、前記複数の階層は、前記対象階層を複数含み、前記組立工程において、前記複数の対象階層の各々で前記付属構造物を組み立て、前記運搬工程において、前記組立工程が行われる前又は前記組立工程が行われた後の前記付属構造物を前記複数の対象階層の各々に搬送し、前記形成工程において、前記複数の対象階層の各々に対応する前記床部の一部を撤去することにより、前記吹き抜け開口を複数形成し、前記設置工程において、前記複数の対象階層の各々に対応する前記吹き抜け開口を介して前記複数の対象階層の各々で組み立てられた前記付属構造物をそれぞれ昇降させた後に、当該付属構造物を前記設置空間にそれぞれ設置する。   The method for constructing an accessory structure according to Supplementary Note 3 is the method for constructing an accessory structure according to Supplementary Note 1 or 2, wherein the method is for constructing a plurality of the accessory structures in the multi-story building. Includes a plurality of the target layers, in the assembling step, assembling the attached structure at each of the plurality of target layers, and in the transporting step, before the assembling step is performed or the assembling step is performed. Transporting the attached structure after the above to each of the plurality of target floors, and removing the part of the floor corresponding to each of the plurality of target floors in the forming step, thereby opening the blow-through opening. Forming a plurality of the auxiliary structures assembled in each of the plurality of target layers through the atrium opening corresponding to each of the plurality of target layers in the installation step; After allowed lifting is, placed respectively the accessory structure to the installation space.

付記4の付属構造物の施工方法は、付記1から3のいずれか一項に記載の付属構造物の施工方法において、前記付属構造物は、階段を含む。   The construction method of the accessory structure according to Supplementary Note 4 is the construction method of the accessory structure according to any one of Supplementary Notes 1 to 3, wherein the accessory structure includes a stair.

(付記の効果)
付記1に記載の付属構造物の施工方法によれば、組立工程及び運搬工程が行われた後に、多層建物を構成する複数の床部のうち設置空間に対応する床部の一部を撤去することにより、吹き抜け開口を形成する形成工程と、形成工程にて形成された吹き抜け開口を介して組立工程において組み立てられた付属構造物を昇降させることにより、当該付属構造物を設置空間に設置する設置工程と、を含むので、従来技術(既設の吹き抜け空間で各階層の階段部を設置する技術)に比べて、例えば、組立工程時又は運搬工程時での付属構造物の部材又は人が吹き抜け開口を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に付属構造物の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口を介して下の階層に落下することを抑制できる。よって、組立工程時及び運搬工程時において人の作業安全性及び多層建物の火災安全性を高めることができ、付属構造物を施工する際の安全性を確保しやすくなる。
(Effect of additional notes)
According to the construction method of the attached structure described in Supplementary Note 1, after the assembling process and the transporting process are performed, a part of the floor corresponding to the installation space is removed from the plurality of floors configuring the multi-story building. Thereby, the installation step of forming the blow-through opening, and the installation in which the auxiliary structure assembled in the assembling process is moved up and down through the blow-through opening formed in the formation step, thereby installing the auxiliary structure in the installation space. And, compared with the conventional technology (technique of installing the stairs of each story in the existing atrium space), for example, the members of the attached structure or the person at the time of the assembling process or the transporting process can be opened through the opening. Can be suppressed from dropping to the lower level through the opening, and the spark (or smoke) generated when the members of the attached structure are welded to each other at the time of the assembling operation is reduced to the lower level through the blow-through opening. Drop That it can be suppressed. Therefore, the safety of human work and the fire safety of the multi-story building can be improved during the assembling process and the transporting process, and it is easy to secure the safety when constructing the attached structure.

付記2に記載の付属構造物の施工方法によれば、運搬工程において、組立工程が行われる前の付属構造物を対象階層における設置空間に対応する位置まで運搬し、組立工程において、運搬工程にて運搬された付属構造物の少なくとも一部を組み立てるので、例えば対象階層のうち設置空間に対応しない位置で付属構造物を組み立てる場合に比べて、組立後の付属構造物を対象階層における設置空間に対応する位置まで搬送する作業(いわゆる横引き作業)を省略でき、付属構造物の施工を効率的に行うことができる。   According to the method for constructing an accessory structure described in Supplementary Note 2, in the transport process, the accessory structure before the assembly process is performed is transported to a position corresponding to the installation space in the target hierarchy, and in the assembly process, the transport process is performed. Since at least a part of the attached structure transported is assembled, compared to, for example, assembling the attached structure at a position in the target hierarchy that does not correspond to the installation space, the assembled auxiliary structure is placed in the installation space in the target hierarchy. The work of transporting to the corresponding position (so-called horizontal pulling work) can be omitted, and the construction of the attached structure can be performed efficiently.

付記3に記載の付属構造物の施工方法によれば、組立工程において、複数の対象階層の各々で付属構造物を組み立て、運搬工程において、組立工程が行われる前又は組立工程が行われた後の付属構造物を複数の対象階層の各々に搬送し、形成工程において、複数の対象階層の各々に対応する床部の一部を撤去することにより、吹き抜け開口を複数形成し、設置工程において、複数の対象階層の各々に対応する吹き抜け開口を介して複数の対象階層の各々で組み立てられた付属構造物をそれぞれ昇降させた後に、当該付属構造物を設置空間にそれぞれ設置するので、複数の付属構造物の各々の搬送作業及び組立作業を並行して行うことができ、複数の付属構造物の一部の搬送作業が複数の付属構造物の他の一部の搬送作業の進捗に左右されることを回避でき、組立工程及び搬送工程を効率的に実施できる。   According to the construction method of the accessory structure described in Supplementary Note 3, in the assembly process, the accessory structure is assembled at each of the plurality of target layers, and in the transport process, before or after the assembly process is performed. In the forming step, by removing a part of the floor corresponding to each of the plurality of target levels, a plurality of blow-through openings are formed, and in the installation step, After ascending and descending the attached structures assembled at each of the plurality of target layers through the atrium opening corresponding to each of the plurality of target layers, the attached structures are respectively installed in the installation space. The transporting and assembling operations of each of the structures can be performed in parallel, and a part of the plurality of attached structures is dependent on a progress of another part of the plurality of attached structures. This The can be avoided, it is possible to carry out the assembly process and transport processes efficiently.

付記4に記載の付属構造物の施工方法によれば、付属構造物が階段を含むので、組立工程時又は運搬工程時での階段の部材が吹き抜け開口を介して下の階層に落下することを抑制できると共に、組立作業が行われる際に階段の部材同士を溶接するときに生じた火花(又は煙)が吹き抜け開口を介して下の階層に落下することを抑制でき、階段を施工する際の安全性を確保しやすくなる。   According to the construction method of the accessory structure described in Supplementary Note 4, since the accessory structure includes the stairs, the member of the stairs in the assembling process or the transporting process may drop to the lower level through the blow-through opening. In addition to being able to suppress the spark (or smoke) generated when welding the members of the stairs when the assembling work is performed, it is possible to suppress the spark (or smoke) from falling down to the lower level through the blow-through opening, and when constructing the stairs It is easier to ensure safety.

1 多層建物
1a 第2階層
1b 第3階層
1c 第4階層
10 天井部
22 第2床部
23 第3床部
24 第4床部
26 仮設床部
31 第1梁部
32 第2梁部
33 第3梁部
34 第4梁部
41 吹き抜け開口
42 支持部
43 当接部
44a、44b 支柱部
51 第1付属構造物
52 第2付属構造物
60a 第1階段部
60b 第2階段部
61a、61b 階段部本体
62a、62b 踊場部
63 載置部
70 段板部
80 手摺部
90 仮設支持部
91 当接部
100a、100b、100c 仮受梁部
110 仮設足場
111 転倒防止材
112 チェーンブロック
S 設置空間
DESCRIPTION OF SYMBOLS 1 Multi-story building 1a 2nd floor 1b 3rd floor 1c 4th floor 10 Ceiling part 22 Second floor part 23 Third floor part 24 Fourth floor part 26 Temporary floor part 31 First beam part 32 Second beam part 33 Third Beam part 34 Fourth beam part 41 Blow-through opening 42 Support part 43 Contact part 44a, 44b Support part 51 First attached structure 52 Second attached structure 60a First step part 60b Second step part 61a, 61b Step part main body 62a, 62b Landing section 63 Placement section 70 Step board section 80 Handrail section 90 Temporary support section 91 Contact section 100a, 100b, 100c Temporary beam section 110 Temporary scaffold 111 Fall prevention material 112 Chain block S Installation space

Claims (4)

多層建物において複数の階層にわたって設置される付属構造物を施工するための施工方法であって、
前記複数の階層のうち前記付属構造物の組立作業を行う対象となる対象階層で前記付属構造物の少なくとも一部を組み立てる組立工程と、
前記組立工程が行われる前又は前記組立工程が行われた後の前記付属構造物を前記対象階層における前記付属構造物を設置する設置空間に対応する位置まで運搬する運搬工程と、
前記組立工程及び前記運搬工程が行われた後に、前記多層建物を構成する複数の床部のうち前記設置空間に対応する床部の一部を撤去することにより、吹き抜け開口を形成する形成工程と、
前記形成工程にて形成された前記吹き抜け開口を介して前記組立工程において組み立てられた前記付属構造物を昇降させることにより、当該付属構造物を前記設置空間に設置する設置工程と、
を含む付属構造物の施工方法。
A construction method for constructing an attached structure installed over a plurality of levels in a multi-story building,
An assembling step of assembling at least a part of the attached structure at a target layer in which the assembling work of the attached structure is performed among the plurality of layers;
A transporting step of transporting the accessory structure before the assembly step is performed or after the assembly step is performed to a position corresponding to an installation space for installing the accessory structure on the target layer,
After the assembling step and the carrying step are performed, by removing a part of the floor part corresponding to the installation space among the plurality of floor parts constituting the multi-story building, a forming step of forming a blow-through opening; ,
An installation step of installing the accessory structure in the installation space by raising and lowering the accessory structure assembled in the assembly step through the blow-through opening formed in the formation step,
Construction method of attached structure including.
前記運搬工程において、前記組立工程が行われる前の前記付属構造物を前記対象階層における前記設置空間に対応する位置まで運搬し、
前記組立工程において、前記運搬工程にて運搬された前記付属構造物の少なくとも一部を組み立てる、
請求項1に記載の付属構造物の施工方法。
In the transporting step, transporting the attached structure before the assembling step is performed to a position corresponding to the installation space in the target hierarchy,
In the assembling step, assembling at least a part of the accessory structure transported in the transporting step,
The construction method of the attached structure according to claim 1.
前記多層建物において複数の前記付属構造物を施工するための当該施工方法であって、
前記複数の階層は、前記対象階層を複数含み、
前記組立工程において、前記複数の対象階層の各々で前記付属構造物を組み立て、
前記運搬工程において、前記組立工程が行われる前又は前記組立工程が行われた後の前記付属構造物を前記複数の対象階層の各々に搬送し、
前記形成工程において、前記複数の対象階層の各々に対応する前記床部の一部を撤去することにより、前記吹き抜け開口を複数形成し、
前記設置工程において、前記複数の対象階層の各々に対応する前記吹き抜け開口を介して前記複数の対象階層の各々で組み立てられた前記付属構造物をそれぞれ昇降させた後に、当該付属構造物を前記設置空間にそれぞれ設置する、
請求項1又は2に記載の付属構造物の施工方法。
The construction method for constructing a plurality of the attached structures in the multi-story building,
The plurality of layers include a plurality of the target layers,
In the assembling step, assembling the accessory structure at each of the plurality of target layers,
In the transporting step, transporting the attached structure before the assembling step is performed or after the assembling step is performed to each of the plurality of target layers,
In the forming step, a plurality of the blow-through openings are formed by removing a part of the floor portion corresponding to each of the plurality of target stories,
In the setting step, after each of the attached structures assembled at each of the plurality of target layers is moved up and down through the atrium opening corresponding to each of the plurality of target layers, the attached structure is installed. Installed in the space,
A method for constructing an attached structure according to claim 1.
前記付属構造物は、階段を含む、
請求項1から3のいずれか一項に記載の付属構造物の施工方法。
The accessory structure includes a staircase;
A method for constructing an accessory structure according to any one of claims 1 to 3.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1122016A (en) * 1997-07-04 1999-01-26 Sekisui Chem Co Ltd Method for constructing staircase and floor panel equipped with staircase
JP2005067844A (en) * 2003-08-26 2005-03-17 East Japan Railway Co Construction method of temporary stairway, installation method of escalator and temporary stairway

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1122016A (en) * 1997-07-04 1999-01-26 Sekisui Chem Co Ltd Method for constructing staircase and floor panel equipped with staircase
JP2005067844A (en) * 2003-08-26 2005-03-17 East Japan Railway Co Construction method of temporary stairway, installation method of escalator and temporary stairway

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