JP6970610B2 - Building construction method - Google Patents

Building construction method Download PDF

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JP6970610B2
JP6970610B2 JP2017249247A JP2017249247A JP6970610B2 JP 6970610 B2 JP6970610 B2 JP 6970610B2 JP 2017249247 A JP2017249247 A JP 2017249247A JP 2017249247 A JP2017249247 A JP 2017249247A JP 6970610 B2 JP6970610 B2 JP 6970610B2
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wall
base material
building
attached
construction method
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JP2019112904A (en
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雅司 大久保
邦雄 松本
秀俊 橘
圭吾 中村
智美 添田
智洋 藤沼
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Fujita Corp
Daiwa House Industry Co Ltd
Nippon Steel Coated Sheet Corp
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Fujita Corp
Daiwa House Industry Co Ltd
Nippon Steel Coated Sheet Corp
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Description

この発明は、複数の外壁面材が上下に並べられた外壁を有する建物の施工方法に関する。 The present invention relates to a method of constructing a building having an outer wall in which a plurality of outer wall materials are arranged one above the other.

特許文献1には、大判化外壁パネルおよびこの大判化外壁パネルを建物の躯体に取り付ける構造が開示されている。大判化外壁パネルは、パネルフレームと、このパネルフレームに取付けられた上下に並ぶ複数枚の、断熱材を含む横長形状の外壁面材とを備える。また、上記パネルフレームは、左右の縦フレーム材および上下端の横フレーム材が矩形に組まれた外周フレーム部と、この外周フレーム部に互いに横幅方向に間隔を開けて配置されて上下端が上下の横フレーム材に接合された複数の縦胴縁とからなる。 Patent Document 1 discloses a large-sized outer wall panel and a structure for attaching the large-sized outer wall panel to the frame of a building. The large-sized outer wall panel includes a panel frame and a plurality of vertically arranged outer wall materials including a heat insulating material attached to the panel frame. Further, in the panel frame, the outer peripheral frame portion in which the left and right vertical frame members and the horizontal frame members at the upper and lower ends are assembled in a rectangular shape, and the outer peripheral frame portions are arranged at intervals in the horizontal width direction, and the upper and lower ends are vertically arranged. It consists of a plurality of vertical furring strips joined to the horizontal frame material of.

また、特許文献2には、足場を組むことなく,建物開口部毎に設置することによって建物開口部の工事をなし得るようにした養生装置が開示されている。 Further, Patent Document 2 discloses a curing device capable of performing construction work on a building opening by installing it at each building opening without forming a scaffold.

特開2016−113839号公報Japanese Unexamined Patent Publication No. 2016-113839 特開2006−152695号公報Japanese Unexamined Patent Publication No. 2006-152695

しかしながら、上記特許文献はいずれも、複数の外壁面材が上下に並べられた外壁を有する建物の効率的な施工方法を開示するものではない。 However, none of the above patent documents discloses an efficient construction method for a building having an outer wall in which a plurality of outer wall materials are arranged one above the other.

この発明は、上記の事情に鑑み、複数の外壁面材が上下に並べられた外壁を有する建物を効率的に施工できる建物の施工方法を提供することを課題とする。 In view of the above circumstances, it is an object of the present invention to provide a building construction method capable of efficiently constructing a building having an outer wall in which a plurality of outer wall materials are arranged one above the other.

この発明の建物の施工方法は、上記の課題を解決するために、複数の外壁面材が上下に並べられる外壁を備える建物の施工方法であって、1枚または複数枚の上記外壁面材および下地材を存在させないことにより得られる一時開口を通して屋内側から屋外側に突出する複数の持出部材を設ける工程と、上記持出部材を用いて足場を設ける工程と、上記足場の撤去後に上記一時開口に外壁面材を屋内側から取り付ける工程と、を含むことを特徴とする。 The building construction method of the present invention is a building construction method including an outer wall in which a plurality of outer wall materials are arranged one above the other in order to solve the above-mentioned problems, and one or more of the above-mentioned outer wall materials and the above-mentioned outer wall materials. A step of providing a plurality of carry-out members protruding from the indoor side to the outdoor side through a temporary opening obtained by the absence of a base material, a step of providing a scaffold using the carry-out member, and the above-mentioned temporary after removing the scaffold. It is characterized by including a step of attaching an outer wall material to the opening from the indoor side.

上記の方法であれば、建てようとする建物の周囲に地上から軒まで足場を組むことなく、上記一時開口を用いて作製した足場によって、建物の高位置において屋外設置部材を外壁面材に取り付ける作業等が容易に行えるようになる。また、上記一時開口は、例えば、建物の桁面(平側)の全幅に渡って形成することが可能であるので、この一時開口を用いた足場も桁面(平側)の全幅に渡って作製することもできる。 With the above method, the outdoor installation member is attached to the outer wall material at a high position of the building by the scaffolding made by using the temporary opening without building a scaffolding from the ground to the eaves around the building to be built. Work etc. can be easily performed. Further, since the temporary opening can be formed over the entire width of the girder surface (flat side) of the building, for example, the scaffolding using this temporary opening also extends over the entire width of the girder surface (flat side). It can also be made.

上記の建物の施工方法において、最上位置の外壁面材を建物の躯体に取り付ける一方で、上から2段目以下の1枚または複数枚の外壁面材および下地材を一時的に存在させないこととしてもよい。これによれば、上記足場を用いて最上位置の外壁面材に屋外設置部材である雨樋等を容易に取り付けることができる。 In the above building construction method, while the outer wall material at the highest position is attached to the building frame, one or more outer wall materials and base materials on the second or lower stage from the top are temporarily not present. May be good. According to this, the rain gutter or the like, which is an outdoor installation member, can be easily attached to the outer wall surface material at the uppermost position by using the scaffold.

上記の建物の施工方法において、建物の躯体に屋根が取り付けられている状態で、上記足場を用いて最上位置の外壁面材に屋外設置部材を取り付けてもよい。これによれば、上記屋根の下端側の適切な位置に雨樋等を取り付けることができる。 In the above-mentioned building construction method, the outdoor installation member may be attached to the outer wall material at the uppermost position by using the above-mentioned scaffolding in a state where the roof is attached to the building frame. According to this, a rain gutter or the like can be attached to an appropriate position on the lower end side of the roof.

上記の建物の施工方法において、上記外壁として、複数の外壁面材が上下に並べられて一体化された形態の外壁パネルを用い、当該外壁パネルを、1枚または複数枚の上記外壁面材を存在させない状態で建物の躯体に取り付けるようにしてもよい。これによれば、複数の外壁面材が上下に並べられて一体化された外壁パネルによる外壁の施工を可能としつつ、上記外壁面材を存在させない箇所において当該外壁パネルに建物施工時に利用できる一時開口を形成することができる。 In the above-mentioned building construction method, as the above-mentioned outer wall, an outer wall panel in a form in which a plurality of outer wall materials are arranged one above the other and integrated is used, and the outer wall panel is used as one or more of the above outer wall materials. It may be attached to the building frame in a state where it does not exist. According to this, while it is possible to construct an outer wall by using an outer wall panel in which a plurality of outer wall materials are arranged one above the other and integrated, the outer wall panel can be temporarily used for building construction in a place where the outer wall material does not exist. An opening can be formed.

上記の建物の施工方法において、上記外壁パネルは、上記外壁面材および当該外壁面材が固定される第1下地材が存在しない箇所を有しており、上記第1下地材が存在しない箇所を跨いで上下の第1下地材を縦に連結する第2下地材が着脱可能に取り付けられていてもよい。 In the construction method of the building, the outer wall panel has a place where the outer wall material and the first base material to which the outer wall material is fixed do not exist, and the place where the first base material does not exist. A second base material that vertically connects the upper and lower first base materials may be detachably attached.

上記の建物の施工方法において、上記第2下地材を第1下地材から取り外すことで形成した一時開口を利用して足場を作製する一方で、上記足場の撤去後には、上記一時開口に外壁面材を屋内側から取り付け、第2下地材を第1下地材に取り付けるようにしてもよい。 In the construction method of the building, the scaffolding is made by using the temporary opening formed by removing the second base material from the first base material, while after the scaffold is removed, the outer wall surface is opened to the temporary opening. The material may be attached from the indoor side, and the second base material may be attached to the first base material.

本発明であれば、外壁面材および下地材を存在させないことにより得られる外壁の一時開口を通して足場が形成されるので、効率的な建物施工が行えるという効果を奏する。 According to the present invention, since the scaffolding is formed through the temporary opening of the outer wall obtained by the absence of the outer wall material and the base material, there is an effect that efficient building construction can be performed.

この発明の実施形態にかかる建物の施工方法で用いられる外壁パネルの施工時構造体を示した背面図である。It is a rear view which showed the structure at the time of construction of the outer wall panel used in the construction method of the building which concerns on embodiment of this invention. 同図(A)は図1の外壁パネルにおける外壁面材の上部および下部の断面を示した説明図であり、同図(B)は図1の上下に並ぶ外壁面材の嵌め込み箇所を示した説明図である。FIG. 1A is an explanatory view showing a cross section of the upper part and the lower part of the outer wall material in the outer wall panel of FIG. 1, and FIG. 1B shows the fitting portion of the outer wall material arranged vertically in FIG. It is explanatory drawing. 図1の外壁パネルの施工時構造体を地上で組み立てる地組架台の一例を示した正面図であるIt is a front view which showed an example of the ground assembly pedestal which assembles the structure at the time of construction of the outer wall panel of FIG. 1 on the ground. 図1の外壁パネルの施工時構造体を建物の躯体に取り付けた状態を示した説明図である。It is explanatory drawing which showed the state which attached the structure at the time of construction of the outer wall panel of FIG. 1 to the skeleton of a building. 図1の外壁パネルの施工時構造体を建物の躯体に取り付けるために天秤で吊り上げている状態を示した説明図である。It is explanatory drawing which showed the state which the structure at the time of construction of the outer wall panel of FIG. 1 is lifted by the balance in order to attach to the frame of a building. 図1の外壁パネルの施工時構造体に形成された一時開口および他の外壁パネルの施工時構造体に形成された一時開口を利用して作製された足場および昇降路を示した説明図である。It is explanatory drawing which showed the scaffolding and hoistway made by utilizing the temporary opening formed in the structure at the time of construction of the outer wall panel of FIG. 1 and the temporary opening formed in the structure at the time of construction of another outer wall panel. .. 図1の外壁パネルの施工時構造体に形成された一時開口を利用して作製された足場を示した説明図である。It is explanatory drawing which showed the scaffolding made by utilizing the temporary opening formed in the structure at the time of construction of the outer wall panel of FIG. 実施形態を示す図であって、同図(A)は最上階に設けた昇降路を、建物の屋根等を省略して示した説明図であり、同図(B)は、同図(A)に、屋根、外壁パネル、足場を重ねて描いた説明図である。It is a figure which shows the embodiment, FIG. ), The roof, the outer wall panel, and the scaffolding are superimposed.

以下、この発明の実施の形態を添付図面に基づいて説明する。
図1に示すように、この実施形態にかかる建物の施工方法で用いられる外壁パネルの施工時構造体5は、複数の横長の外壁面材51を上下に並べて下地材である第1下地材(縦胴縁)52で相互に連結されて一体化された形態で建物の躯体に取り付けられる構造を有する。図1に示す例では、6本の第1下地材52を備えており、各第1下地材52は、リップ溝形鋼等の開放断面鋼材或いは角形鋼管などの閉鎖断面鋼材からなる。
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
As shown in FIG. 1, the structure 5 at the time of construction of the outer wall panel used in the construction method of the building according to this embodiment is a first base material (a first base material) which is a base material in which a plurality of horizontally long outer wall materials 51 are arranged one above the other. It has a structure that can be attached to the frame of a building in a form in which it is connected to each other by a vertical furring strip) 52 and integrated. In the example shown in FIG. 1, six first base materials 52 are provided, and each first base material 52 is made of an open cross-section steel material such as lip channel steel or a closed cross-section steel material such as a square steel pipe.

上記外壁面材51は、例えば、図2(A)および図2(B)に示すように、不燃断熱材51aを鋼板51b、51cで挟み込んだ金属サンドイッチパネルである。2枚の外壁面材51を上下に並べた場合、下段に位置する外壁面材51の上端面に形成された横幅方向に長い2か所の凹部51dに、上段に位置する外壁面材51の下端面に形成された横幅方向に長い2か所の凸部51eが嵌まり込むことにより、上下の外壁面材51が互いに面外方向に位置ずれしないように組み合わされる。 The outer wall surface material 51 is, for example, as shown in FIGS. 2A and 2B, a metal sandwich panel in which a noncombustible heat insulating material 51a is sandwiched between steel plates 51b and 51c. When two outer wall materials 51 are arranged one above the other, the outer wall material 51 located in the upper stage is formed in two recesses 51d formed in the upper end surface of the outer wall material 51 located in the lower stage in the horizontal direction. By fitting the two convex portions 51e formed on the lower end surface in the lateral width direction, the upper and lower outer wall surface members 51 are combined so as not to be displaced from each other in the out-of-plane direction.

また、例えば、図3に示す地組架台1を用いることにより、上記複数の外壁面材51を上下に並べて第1下地材52で連結した外壁パネルを、当該外壁パネルが取り付けられる建物の躯体の外壁取付箇所とは異なる場所で組み立てることができる。上記地組架台1は、例えば、複数の柱状部材11と梁状部材12とを縦横に組んでなるものであるが、その構造については図3に示すものに限定されない。 Further, for example, by using the ground lumber 1 shown in FIG. 3, the outer wall panels in which the plurality of outer wall materials 51 are arranged one above the other and connected by the first base material 52 are attached to the frame of the building to which the outer wall panels are attached. It can be assembled in a place different from the outer wall mounting location. The ground frame 1 is, for example, formed by vertically and horizontally assembling a plurality of columnar members 11 and beam-shaped members 12, but the structure thereof is not limited to that shown in FIG.

作業者は、上記第1下地材52を地組架台1にセットした後に、外壁面材51をセットし、このセットした上記外壁面材51の上端部側にビス等をねじ込み、上記外壁面材51を、先にセットした上記第1下地材52に固定する。この作業を繰り返すことで外壁パネルの施工時構造体5が作製される。 After setting the first base material 52 on the ground lumber 1, the worker sets the outer wall material 51, screwes a screw or the like into the upper end side of the set outer wall material 51, and the outer wall material. 51 is fixed to the first base material 52 set earlier. By repeating this work, the structure 5 at the time of construction of the outer wall panel is manufactured.

上記外壁パネルの施工時構造体5では、上から2段目の外壁面材51が存在すべき箇所において第1下地材52が分断されて上下に離間しており、最上位置の外壁面材51は上側の第1下地材52に装着され、上から2段目となる外壁面材51および第1下地材52は未装着とされ、上から3段目以下では全ての外壁面材51が下側の第1下地材52に装着されている。すなわち、この例の外壁パネルの施工時構造体5は、上から2段目の1段のみ外壁面材51および第1下地材52が存在しない構造を有する。 In the structure 5 at the time of construction of the outer wall panel, the first base material 52 is divided and separated vertically at the position where the outer wall material 51 on the second stage from the top should exist, and the outer wall material 51 at the uppermost position is separated. Is attached to the first base material 52 on the upper side, and the outer wall surface material 51 and the first base material 52, which are the second steps from the top, are not attached, and all the outer wall materials 51 are below the third step from the top. It is attached to the first base material 52 on the side. That is, the structure 5 at the time of construction of the outer wall panel of this example has a structure in which the outer wall surface material 51 and the first base material 52 do not exist only in the first stage, which is the second stage from the top.

そして、上記外壁パネルの施工時構造体5は、図1に示したように、例えば、最上位置の外壁面材51から6段目となる外壁面材51に至る縦長さを有する下地材である第2下地材53を備えている。上記第2下地材53は、上記第1下地材52が不存在の箇所を跨いで、上下に位置する第1下地材52と接続される。上記第2下地材53は、上記地組架台1において上記第1下地材52に取り付けることができる。上記第2下地材53は、上記第1下地材52に対して着脱自在に取り付けられており、施工時構造体5が建物の躯体7に取り付けられた後で一旦外せるようになっている。 Then, as shown in FIG. 1, the structure 5 at the time of construction of the outer wall panel is, for example, a base material having a vertical length from the outer wall material 51 at the uppermost position to the outer wall material 51 which is the sixth stage. A second base material 53 is provided. The second base material 53 is connected to the first base material 52 located above and below the first base material 52 so as to straddle a portion where the first base material 52 does not exist. The second base material 53 can be attached to the first base material 52 in the ground lumber 1. The second base material 53 is detachably attached to the first base material 52, and can be temporarily removed after the structure 5 at the time of construction is attached to the skeleton 7 of the building.

上記第1下地材52は、例えば、2つの対向面部およびこれら対向面部を繋ぐ閉鎖面部を有する溝形鋼からなり、上記対向面部の一方の側において外壁面材51がビス固定されている。 The first base material 52 is made of, for example, channel steel having two facing surface portions and a closed surface portion connecting the facing surface portions, and the outer wall surface material 51 is screw-fixed on one side of the facing surface portions.

また、図4に示すように、上記外壁パネルの施工時構造体5が取り付けられる建物の躯体7は、例えば、屋根7Aが支持される屋根梁71、耐風梁72、床梁73等を備えている。また、上記屋根梁71には、繋ぎ材71aが所定のピッチで固定されており、また、繋ぎ材71aを貫通させて屋根側耐風梁72Aが設けられている。上記外壁パネルの施工時構造体5の建物の躯体7への取り付けにおいては、例えば、上記第1下地材52の上記対向面部の他方の側が、上記建物の躯体7における屋根側耐風梁72A、耐風梁72、床梁73等に、Lアングル等の金具、固定ボルト、高さ調整ボルト等を用いて固定される。 Further, as shown in FIG. 4, the skeleton 7 of the building to which the structure 5 at the time of construction of the outer wall panel is attached includes, for example, a roof beam 71, a windproof beam 72, a floor beam 73, etc. on which the roof 7A is supported. There is. Further, the connecting material 71a is fixed to the roof beam 71 at a predetermined pitch, and the roof side windproof beam 72A is provided so as to penetrate the connecting material 71a. In the installation of the outer wall panel to the building skeleton 7 at the time of construction, for example, the other side of the facing surface portion of the first base material 52 is the roof side windproof beam 72A and the windproof skeleton in the building skeleton 7. It is fixed to the beam 72, the floor beam 73, etc. by using metal fittings such as an L angle, a fixing bolt, a height adjusting bolt, and the like.

また、例えば、上記第2下地材53も溝形鋼とされ、その閉鎖面部を上記第1下地材52の閉鎖面部に対面させることで、上記第1下地材52の横位置に取り付けられる。上記閉鎖面部には、例えば、所定ピッチでボルト挿通孔が形成されており、このボルト挿通孔に縫い通されたボルトとナットとによって、上記第2下地材53が上記第1下地材52に着脱自在に取り付けられる。なお、上記第1下地材52および上記第2下地材53が閉鎖断面形状を有する角形鋼管である場合でも、同様のボルトによる取付構造とすることができる。また、上記の着脱自在とするための構造は、ボルトとナットを用いる構造に限らない。 Further, for example, the second base material 53 is also made of channel steel, and by facing the closed surface portion thereof to the closed surface portion of the first base material 52, the second base material 53 is attached to the lateral position of the first base material 52. For example, bolt insertion holes are formed in the closed surface portion at a predetermined pitch, and the second base material 53 is attached to and detached from the first base material 52 by the bolts and nuts sewn through the bolt insertion holes. It can be attached freely. Even when the first base material 52 and the second base material 53 are square steel pipes having a closed cross-sectional shape, the same bolt mounting structure can be used. Further, the above-mentioned structure for making it removable is not limited to the structure using bolts and nuts.

また、外壁パネルの施工時構造体5は、図5に示すように、天秤8を用いて吊り上げることができる。この天秤8は、一方の側に固定部81を備え、他方の側にカウンターウェイト82を備える。上記固定部81は、外壁パネルの施工時構造体5の第1下地材52、第2下地材53、外壁面材51、或いは、これらに仮固定された部材に固定される。天秤8はクレーン等の吊元83によって吊られる。 Further, as shown in FIG. 5, the structure 5 at the time of construction of the outer wall panel can be lifted by using the balance 8. The balance 8 is provided with a fixing portion 81 on one side and a counterweight 82 on the other side. The fixing portion 81 is fixed to the first base material 52, the second base material 53, the outer wall surface material 51, or a member temporarily fixed to the first base material 52, the second base material 53, or the outer wall surface material 51 of the structure 5 at the time of construction of the outer wall panel. The balance 8 is suspended by a hanging source 83 such as a crane.

建物の施工においては、上記のように吊り上げた外壁パネルの施工時構造体5を上記第1下地材52によって建物の躯体7に取り付けていく。より具体的には、上記外壁パネルの施工時構造体5における上側の第1下地材52を屋根側耐風梁72Aに固定し、下側の第1下地材52を耐風梁72に固定する。なお、外壁パネルの施工時構造体5の下方には、全ての外壁面材51が取り付けられている通常の外壁パネル5Aが建物の躯体7に取り付けられており、この外壁パネル5Aの下地材の上端に、上記外壁パネルの施工時構造体5の第1下地材52の下端が、例えばジョイントプレートによって固定される。 In the construction of the building, the structure 5 at the time of construction of the outer wall panel lifted as described above is attached to the frame 7 of the building by the first base material 52. More specifically, the upper first base material 52 in the structure 5 at the time of construction of the outer wall panel is fixed to the roof side wind resistant beam 72A, and the lower first base material 52 is fixed to the wind resistant beam 72. In addition, below the structure 5 at the time of construction of the outer wall panel, a normal outer wall panel 5A to which all the outer wall materials 51 are attached is attached to the skeleton 7 of the building, and the base material of the outer wall panel 5A is attached. The lower end of the first base material 52 of the structure 5 at the time of construction of the outer wall panel is fixed to the upper end by, for example, a joint plate.

上記のように、外壁面材51における第1下地材52を建物の躯体7に固定した後に、上記第2下地材53を上記第1下地材52から取り外す。上記第1下地材52は上記のように躯体7に固定されているので、上記第2下地材53を上記第1下地材52から取り外しても、上記外壁面材51が躯体7から外れることはない。そして、このように上記第2下地材53を上記第1下地材52から取り外すことで、図6および図7に示すように、外壁面材51の存在しない箇所において上記第2下地材53も存在しない一時開口、すなわち、下地材で遮られない施工時利用が可能な開口を形成する。 As described above, after the first base material 52 in the outer wall surface material 51 is fixed to the building frame 7, the second base material 53 is removed from the first base material 52. Since the first base material 52 is fixed to the skeleton 7 as described above, even if the second base material 53 is removed from the first base material 52, the outer wall surface material 51 does not come off from the skeleton 7. No. Then, by removing the second base material 53 from the first base material 52 in this way, as shown in FIGS. 6 and 7, the second base material 53 also exists in the place where the outer wall surface material 51 does not exist. It does not form a temporary opening, that is, an opening that is not blocked by the base material and can be used during construction.

例えば、建物の最上階の桁面において、複数枚の上記施工時構造体5が躯体7に取り付けられる。図6に示す例では、右から1枚目と3枚目の施工時構造体5については、上から2段目の外壁面材のみが不存在となっている。一方、右から2枚目の施工時構造体5Bについては、昇降路31を配置するために、上から2段目、3段目および4段目の外壁面材51が不存在とされている。 For example, on the girder surface of the top floor of a building, a plurality of the above-mentioned construction structures 5 are attached to the skeleton 7. In the example shown in FIG. 6, only the outer wall surface material of the second stage from the top is absent from the first and third construction structures 5 from the right. On the other hand, with respect to the structure 5B at the time of construction, which is the second piece from the right, the outer wall surface materials 51 of the second, third and fourth steps from the top are absent in order to arrange the hoistway 31. ..

上記昇降路31は、図8(A)、図8(B)にも示すように、最上階の屋内側の床面に設置される第1階段部31Aと、上記右から2枚目の施工時構造体5Bにおける中央上位置の外壁面材51上を渡る渡り床部31Bと、この渡り床部31Bの屋外側に設置され、上方の足場32に連結される第2階段部31Cとを備える。 As shown in FIGS. 8 (A) and 8 (B), the hoistway 31 has a first staircase portion 31A installed on the floor surface on the indoor side of the top floor and the second construction from the right. The time structure 5B includes a crossing floor portion 31B that crosses over the outer wall surface material 51 at the upper center position, and a second staircase portion 31C that is installed on the outdoor side of the crossing floor portion 31B and is connected to the scaffolding 32 above. ..

上記足場32においては、例えば、2本の屋根梁71,71から垂下された支持部材32aによって、水平配置された持出部材32bの基端側が2点支持され、この持出部材32bの先端側が一時開口を通して屋外側に突出される。上記持出部材32bは、桁面の水平方向に複数設置される。そして、上記複数の持出部材32b上に歩み板等を配置して足場32の床を作製する。また、足場32の屋外側端部に手摺り32cを取り付ける。なお、上記昇降路31や足場32は単管(パイプ)やパイプ止め等を用いて既存の方法で作製することができる。 In the scaffold 32, for example, the base end side of the horizontally arranged carry-out member 32b is supported at two points by the support member 32a hanging from the two roof beams 71, 71, and the tip end side of the carry-out member 32b is supported. It is projected to the outdoor side through a temporary opening. A plurality of the carry-out members 32b are installed in the horizontal direction of the girder surface. Then, a walking board or the like is arranged on the plurality of carry-out members 32b to prepare the floor of the scaffold 32. Further, a handrail 32c is attached to the outdoor side end of the scaffold 32. The hoistway 31 and the scaffolding 32 can be manufactured by an existing method using a single pipe (pipe), a pipe stopper, or the like.

上記足場32を利用することで、外壁回りの作業を行うことができる。すなわち、建てようとする建物の周囲に地上から軒まで足場を組むことなく、上記一時開口を用いて作製した足場32によって、建物の高位置において屋外設置部材を外壁面材51に取り付ける作業等が容易に行えるようになる。また、上記一時開口は、例えば、建物の桁面(平側)の全幅に渡って形成することが可能であるので、この一時開口を用いた足場32も桁面(平側)の全幅に渡って作製することもできる。 By using the scaffold 32, work around the outer wall can be performed. That is, without building a scaffolding from the ground to the eaves around the building to be built, the work of attaching the outdoor installation member to the outer wall surface material 51 at a high position of the building by the scaffolding 32 produced by using the temporary opening can be performed. It will be easy to do. Further, since the temporary opening can be formed over the entire width of the girder surface (flat side) of the building, for example, the scaffolding 32 using this temporary opening also extends over the entire width of the girder surface (flat side). Can also be manufactured.

また、上記のように、最上位置の外壁面材51が建物の躯体7に取り付けられると、最上位置の外壁面材51に、屋外設置部材として雨樋等を容易に取り付けることができる。さらに、上記建物の躯体7に屋根7Aが取り付けられている状態で、最上位置の外壁面材51に雨樋を取り付けることにより、上記屋根7Aの下端に対して的確な位置に当該雨樋を取り付けることができる。 Further, as described above, when the outer wall material 51 at the uppermost position is attached to the frame 7 of the building, a rain gutter or the like can be easily attached to the outer wall material 51 at the uppermost position as an outdoor installation member. Further, by attaching the rain gutter to the outer wall surface material 51 at the uppermost position in the state where the roof 7A is attached to the skeleton 7 of the building, the rain gutter is attached at an accurate position with respect to the lower end of the roof 7A. be able to.

上記足場32を用いた作業が完了したら、上記昇降路31および上記足場32を解体撤去するとともに上記持出部材32bを撤去する。上記足場32の解体は屋内側から行うことができる。そして、上記一時開口を塞ぐように第1下地材52付きの外壁面材51を屋内側から後付けして、縦に並ぶ複数の第1下地材52を第2下地材53によって連結し、上記施工時構造体5を外壁パネルとして完成させる。なお、例えば、最上位置の外壁面材51が躯体7に対して長孔等により多少上下動可能に仮固定できるようにしておくことで、後付けされる上記外壁面材51の取り付けが容易になる。また、ボルト挿通孔が形成されたジョイントプレートを、第1下地材52と第2下地材53の連結箇所に介在させて、これら3枚となる板部分をボルト締結してもよい。 When the work using the scaffold 32 is completed, the hoistway 31 and the scaffold 32 are disassembled and removed, and the carry-out member 32b is removed. The scaffold 32 can be disassembled from the indoor side. Then, the outer wall surface material 51 with the first base material 52 is retrofitted from the indoor side so as to close the temporary opening, and a plurality of vertically arranged first base materials 52 are connected by the second base material 53, and the above construction is performed. The time structure 5 is completed as an outer wall panel. For example, by temporarily fixing the outer wall material 51 at the uppermost position to the skeleton 7 so as to be able to move up and down to some extent by a long hole or the like, it becomes easy to attach the outer wall material 51 to be retrofitted. .. Further, a joint plate having a bolt insertion hole may be interposed at a connecting portion between the first base material 52 and the second base material 53, and these three plate portions may be bolted together.

また、この実施形態のように、複数の外壁面材51が上下に並べられて一体化された形態の外壁パネルにおいて1枚または複数枚の上記外壁面材51を存在させない施工時構造体5を用いると、このような外壁パネルによる外壁の施工を可能としつつ、上記外壁面材51を存在させない箇所において当該外壁パネルに建物施工時に利用できる一時開口を形成することができる。 Further, as in this embodiment, in the outer wall panel in which a plurality of outer wall materials 51 are arranged and integrated vertically, a construction structure 5 in which one or more of the outer wall materials 51 do not exist is provided. When used, it is possible to form a temporary opening that can be used at the time of building construction in the outer wall panel at a place where the outer wall material 51 does not exist, while enabling the construction of the outer wall by such an outer wall panel.

なお、上記の例では、上記施工時構造体5を用いたが、これに限定されるものではなく、建物の躯体7に外壁面材51を1枚1枚固定していく施工法においても、一時開口を形成して足場を形成することができる。最上階に足場を作製する場合には、この足場を用いて最上位置の外壁面材51を躯体7に取り付けることもできる。足場の作製位置は最上階に限らない。 In the above example, the above-mentioned construction structure 5 is used, but the present invention is not limited to this, and the construction method in which the outer wall surface material 51 is fixed to the building frame 7 one by one is also possible. A temporary opening can be formed to form a scaffold. When creating a scaffold on the top floor, the outer wall material 51 at the top position can be attached to the skeleton 7 by using this scaffold. The scaffolding position is not limited to the top floor.

以上、図面を参照してこの発明の実施形態を説明したが、この発明は、図示した実施形態のものに限定されない。図示した実施形態に対して、この発明と同一の範囲内において、あるいは均等の範囲内において、種々の修正や変形を加えることが可能である。 Although the embodiment of the present invention has been described above with reference to the drawings, the present invention is not limited to that of the illustrated embodiment. It is possible to make various modifications and modifications to the illustrated embodiment within the same range as the present invention or within the same range.

1 :地組架台
5 :施工時構造体
5A :外壁パネル
5B :施工時構造体
7 :躯体
7A :屋根
8 :天秤
11 :柱状部材
12 :梁状部材
31 :昇降路
31A :第1階段部
31B :渡り床部
31C :第2階段部
32 :足場
32a :支持部材
32b :持出部材
51 :外壁面材
51a :不燃断熱材
51b :鋼板
51c :鋼板
51d :凹部
51e :凸部
52 :第1下地材(下地材)
53 :第2下地材(下地材)
71 :屋根梁
71a :繋ぎ材
72 :耐風梁
72A :屋根側耐風梁
73 :床梁
81 :固定部
82 :カウンターウェイト
83 :吊元
1: Ground frame 5: Construction structure 5A: Outer wall panel 5B: Construction structure 7: Frame 7A: Roof 8: Balance 11: Columnar member 12: Beam-shaped member 31: Hoistway 31A: First staircase 31B : Crossing floor 31C: Second staircase 32: Scaffolding 32a: Supporting member 32b: Bringing out member 51: Outer wall surface material 51a: Non-combustible heat insulating material 51b: Steel plate 51c: Steel plate 51d: Recessed portion 51e: Convex portion 52: First base Material (base material)
53: Second base material (base material)
71: Roof beam 71a: Connecting material 72: Wind resistant beam 72A: Roof side wind resistant beam 73: Floor beam 81: Fixed part 82: Counterweight 83: Suspension source

Claims (6)

複数の外壁面材が上下に並べられる外壁を備える建物の施工方法であって、1枚または複数枚の上記外壁面材および下地材を存在させないことにより得られる一時開口を通して屋内側から屋外側に突出する複数の持出部材を設ける工程と、上記持出部材を用いて足場を設ける工程と、上記足場の撤去後に上記一時開口に外壁面材を屋内側から取り付ける工程と、を含むことを特徴とする建物の施工方法。 A method of constructing a building having an outer wall in which a plurality of outer wall materials are arranged one above the other, from the indoor side to the outdoor side through a temporary opening obtained by not presenting one or more of the above outer wall materials and a base material. It is characterized by including a step of providing a plurality of projecting carry-out members, a step of providing a scaffold using the carry-out member, and a step of attaching an outer wall material to the temporary opening from the indoor side after the scaffold is removed. Construction method of the building. 請求項1に記載の建物の施工方法において、最上位置の外壁面材を建物の躯体に取り付ける一方で、上から2段目以下の1枚または複数枚の外壁面材および下地材を一時的に存在させないことを特徴とする建物の施工方法。 In the building construction method according to claim 1, while the outer wall material at the highest position is attached to the building frame, one or more outer wall materials and base materials on the second or lower stage from the top are temporarily attached. A building construction method characterized by not being present. 請求項2に記載の建物の施工方法において、建物の躯体に屋根が取り付けられている状態で、上記足場を用いて最上位置の外壁面材に屋外設置部材を取り付けることを特徴とする建物の施工方法。 The building construction method according to claim 2, wherein the outdoor installation member is attached to the outer wall material at the uppermost position by using the scaffolding in a state where the roof is attached to the building frame. Method. 請求項1〜請求項3のいずれか1項に記載の建物の施工方法において、上記外壁として、複数の外壁面材が上下に並べられて一体化された形態の外壁パネルを用い、当該外壁パネルを、1枚または複数枚の上記外壁面材を存在させない状態で建物の躯体に取り付けることを特徴とする建物の施工方法。 In the building construction method according to any one of claims 1 to 3, as the outer wall, an outer wall panel having a plurality of outer wall materials arranged one above the other and integrated is used, and the outer wall panel is used. A method of constructing a building, which comprises attaching the above-mentioned outer wall material to the building frame in a state where one or a plurality of the above-mentioned outer wall materials do not exist. 請求項4に記載の建物の施工方法において、上記外壁パネルは、上記外壁面材および当該外壁面材が固定される第1下地材が存在しない箇所を有しており、上記第1下地材が存在しない箇所を跨いで上下の第1下地材を縦に連結する第2下地材が着脱可能に取り付けられていることを特徴とする建物の施工方法。 In the building construction method according to claim 4, the outer wall panel has a portion where the outer wall material and the first base material to which the outer wall material is fixed do not exist, and the first base material is used. A building construction method characterized in that a second base material that vertically connects the upper and lower first base materials across non-existent parts is detachably attached. 請求項5に記載の建物の施工方法において、上記第2下地材を第1下地材から取り外すことで形成した一時開口を利用して足場を作製する一方で、上記足場の撤去後には、上記一時開口に外壁面材を屋内側から取り付け、第2下地材を第1下地材に取り付けることを特徴とする建物の施工方法。 In the building construction method according to claim 5, a scaffold is produced by using a temporary opening formed by removing the second base material from the first base material, while the temporary opening after the removal of the scaffold is performed. A building construction method characterized in that an outer wall material is attached to an opening from the indoor side and a second base material is attached to the first base material.
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