JP3616964B2 - Exterior insulation method for steel buildings using composite panels - Google Patents

Exterior insulation method for steel buildings using composite panels Download PDF

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JP3616964B2
JP3616964B2 JP2002169986A JP2002169986A JP3616964B2 JP 3616964 B2 JP3616964 B2 JP 3616964B2 JP 2002169986 A JP2002169986 A JP 2002169986A JP 2002169986 A JP2002169986 A JP 2002169986A JP 3616964 B2 JP3616964 B2 JP 3616964B2
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Prior art keywords
composite panel
steel
heat insulating
heat insulation
foam
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JP2004011374A (en
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佳吉 松井
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佳吉 松井
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Description

【0001】
【発明の属する技術分野】
本発明は、セメント板と発泡フォームとを積層してなる複合パネルを用いた鉄骨造建築物の断熱工法に関する。
【0002】
【従来の技術】
建築物を断熱するために、その壁面に断熱材を取り付けることが行われている。そして鉄骨造建築物にあっては、壁面に断熱材を取り付ける工法として、外壁と内壁との間の空洞に断熱ウール等の断熱材を充填する工法、所謂内断熱工法が一般に用いられる。鉄骨造建築物の内断熱工法では、断熱材の不完全な充填により断熱効果の低下が生じ、また断熱材を後付けすることができない、作業に手間がかかる等の欠点があった。一方、コンクリート壁のように壁面が中実であって、その内部に断熱材を充填するための空洞が存在しない場合には、断熱材を壁面の内側または外側に直接取り付ける工法が用いられている。
【0003】
上記したような壁面に断熱材を直接取り付ける断熱工法は、断熱材を壁面に釘打ちするものであり、十分な取付け強度を確保するには多数の箇所で釘打を行う必要があった。そのため、該断熱工法は、壁面全体が中実でいずれの場所にも釘打を行うことが可能な鉄筋コンクリート建築物にしか適用できなかった。
【0004】
【発明が解決しようとする課題】
ところで断熱材を壁面の外側に取り付ける外断熱工法には、作業の簡易さ、作業時間の短縮等の面において大きな利点がある。従って、鉄筋コンクリート建築物以外にも適用することができる外断熱工法の開発が期待されている。
【0005】
本発明は、上記の課題に鑑みてなされたものであり、その目的は、従来は外断熱工法を適用することができなかった鉄骨造建築物において、断熱材を壁面の外側から取り付けて建築物を断熱する工法を提供することにある。
【0006】
【課題を解決するための手段】
上記の課題を解決するために、本発明の請求項1に係る鉄骨造建築物の外断熱工法は、セメント板と発泡フォームとを積層してなる複合パネルを、該セメント板が外側となるように、鉄骨造建築物の構造部材に外側から取り付ける鉄骨造建築物の外断熱工法であって、
既存の外壁に補強材を取り付け、そして該補強材に適合する形状に前記発泡フォームを切除した後、該切除部に該補強材を嵌め入れ、螺子止めにより前記複合パネルを該補強材に固定することを特徴とする。
【0007】
本発明では、複合パネルの建築物外壁側が容易に切除可能な発泡フォームであり、そして発泡フォームはカッター等の道具により切除でき発泡フォームの成形が容易なことにより、取り付けられた補強材の配置に複合パネルを適合させて、補強材の増設、隅部における面の取り合い等に柔軟に対応することができる。
【0008】
本発明の請求項2に係る鉄骨造建築物の外断熱構造は、請求項1の鉄骨造建築物の外断熱工法により得られることを特徴とする。
【0009】
本発明では、請求項1に係る外断熱工法により、作業が簡易で、作業時間の短縮が可能であり、特に鉄骨造建築物のリフォームに適した外断熱構造を提供し得る。
【0010】
【発明の実施の形態】
本発明で複合パネルを取り付ける鉄骨造建築物の構造部材は、例えばライトゲージ、軽量形鋼、アングル材等からなる壁胴縁、鉄骨柱等である。構造部材の形状は様々に変化するけれども、本発明の外断熱工法ではいかなる構造部材にも複合パネルを固定することができる。なお、複合パネルを取り付ける前に、上記した構造部材に防食処理を施すことが好ましい。
【0011】
本発明におけるボルト止めは、主としてボルトおよびナットを用いて行う。その寸法は、ボルトについて直径5mm程度であり、長さは複合パネルの厚さによって変えられる。また、ボルトおよびナットは、防錆処理されていることが好ましい。
【0012】
以下、図面を参照して本発明の外断熱工法をより詳細に説明するが、本発明はこれらの具体例に限定されると解釈すべきではない。
【0013】
図1は、本発明の外断熱工法において、ライトゲージからなる壁胴縁aに複合パネル1を取り付けた状態を図示する部分断面図である。
図1では、セメント板2と発泡フォーム3とを積層してなる複合パネル1が、セメント板2が外側となるように壁胴縁aに取り付けられている。
セメント板2は例えば押出成形によって製造されることができ、その厚さは20〜50mm程度である。また発泡フォーム3は、硬質ポリウレタンフォーム、ポリスチレンフォーム、フェノールフォーム、ポリイソシアヌレートフォーム、ポリエチレンフォーム、エポキシフォーム等であり、その厚さは例えば15〜50mmである。複合パネル1は別々に製造したセメント板2と発泡フォーム3とを貼着するか、またはセメント板2上で直接に樹脂を発泡させて発泡フォーム3を成形することにより製造できる。
【0014】
複合パネル1の壁胴縁aへの取り付けは、両端が螺子切りされた両ナットボルト4aと、セメント板2側および壁胴縁a側の双方からボルト4に螺合する二つのナット5とで、積層パネル1を壁胴縁aにボルト止めすることによって行われる。両ナットボルト4aにナット5を取り付ける際には座金を使用することが好ましい。
【0015】
セメント板2側、即ち、建築物の外側にあるナット5は、複合パネル1に穿設された孔に収容され、そして該孔に樹脂モルタル等を充填することにより形成されたシーリング6で封止されている。このような構成とすることにより、建築物の外側にボルトの頭部が露出せず、ボルト止め部位からの水の浸入、およびボルトの錆びを防止することができるのみならず、建築物の外観を損なうこともない。
【0016】
また図1には、2枚の複合パネル1の接合部が図示されている。複合パネル1の接合は例えば、接合する双方の複合パネル1の端面にシーリングを形成する樹脂を薄塗りした後、互いを突き付け貼りすることによって行われる。そして好ましくは、接合する双方の複合パネル1の接合部でセメント板2を一定の範囲で切削し、切削により生じた溝にバックアップ剤7を充填した後、ボルトの頭部の場合と同様、樹脂モルタル等を充填してシーリング6を形成する。
【0017】
図2は、本発明の外断熱工法において、アングル材からなる壁胴縁bに複合パネル1を取り付けた状態を図示する部分断面図である。
図2では、複合パネル1がフックボルト4bでボルト止めされている。フックボルト4bでのボルト止めでは、フックボルト4bの屈曲した一端が壁胴縁bに掛止され、そして螺子切りを有する他端に複合パネル1の外側よりナット5が螺着されて複合パネル1がボルト止めされている。
【0018】
また、図2で図示される複合パネル1のセメント板2は発泡フォーム3と接する側に空洞を有する。このような空洞は、複合パネル1の軽量化に役立つだけでなく、該空洞の中に空気が存在することにより断熱効果を向上することもできる。
【0019】
図3は、本発明の外断熱工法において、鉄骨柱cに複合パネル1を取り付けた状態を図示する部分断面図である。
鉄骨柱cの部分での柱取り合いでは、鉄骨柱cの一つの面(図3では上側の面)に溶接固定されたボルト4を用い、そして一方の複合パネル1(図3では上側)には、他方の複合パネル1(図3では左側)のボルト止めのために、両ナットボルト4aを通す孔が穿設され、かつナット5を収容するナット収容孔8がセメント板2中に形成されている。複合パネル1の取り付けの際には、先ず、ナット収容孔8が形成されている複合パネル1が、その端部の発泡フォーム3が一部で切除された後に、他方の複合パネル1のボルト止めに用いる両ナットボルト4aおよび片方のナット5が取付けられ、そして溶接固定されたボルト4で鉄骨柱cにボルト止めされる。次いで複合パネル1に取付けられた両ナットボルト4を用いて、同じく一部の発泡フォーム3が切除された複合パネル1が鉄骨柱cにボルト止めされる。最後に、二つの複合パネル1の隙間に、バックアップ材7が充填され、そしてその上にシーリング6が形成される。
【0020】
図4は、本発明の外断熱工法において、鉄骨柱cへの複合パネル1の取り付けについて、その最下段の状態を図示する部分断面図である。
最下段では、鉄骨柱cにアングル材からなるパネル受け材9が溶接固定され、その上に複合パネル1が戴置されて、鉄骨柱cに溶接固定されたボルト4でボルト止めされる。鉄骨柱cへのボルトの溶接固定は、図3に図示するように鉄骨柱cの表面に溶接固定しても、また図4に図示するようにボルトを鉄骨柱に貫通させた後に溶接固定しても良い。最下段に設けたパネル受け材9により、十分な取付け強度を確保することができる。
【0021】
図5は、本発明の外断熱工法において、鉄骨造建築物の開口部、主として窓部に複合パネル1を取り付けた状態を図示する部分断面図である。
建築物の開口部の上側では、複合パネル1を構成する発泡フォーム3の開口部側の端部が一部切除され、そして上側のライトゲージdに複合パネル1が両ナットボルト4aおよびナット5を用いてボルト止めされている。そして上側のライトゲージdに窓上枠eが直接に溶接固定されており、窓上枠eとセメント板2との間にはシーリング6が形成されている。
【0022】
一方、建築物の開口部の下側では、上側と同様、複合パネル1が下側のライトゲージdに両ナットボルト4aおよびナット5でボルト止めされている。そしてライトゲージdの上にはサッシアンカーfを介して窓下枠gが溶接固定され、窓下枠gの下面から複合パネル1の上方の端面を覆う水切り板hが設けられる。水切り板hは複合パネル1より外側に突出しており、突出部にはバックアップ材7が充填されると共に、その下面にはシーリング6が形成されている。また、窓下枠gと水切り板hとの間にもシーリング6が形成されている。また窓下枠gと下側のライトゲージdとの間にはガラスウールiおよび硬質ウレタンjが充填されて、防水性を高めている。
【0023】
図6は、本発明の外断熱工法において、鉄骨造建築物のリフォーム外壁kに複合パネル1を取り付けた状態を図示する部分断面図である。
図6では、既存のリフォーム外壁kに補強材10を取り付け、そして補強材10に適合する形状に発泡フォーム3を切除した後、該切除部に補強材10を嵌め入れて複合パネル1を補強材10にタッピング螺子11で螺子止めする。複合パネル1の発泡フォーム3は自在に切除することができるので、本発明の外断熱工法は補強材の増設、隅部における面の取り合い等に柔軟に対応し得る。
【0024】
【発明の効果】
本発明の鉄骨造建築物の外断熱工法は、セメント板と発泡フォームとを積層してなる複合パネルを鉄骨造建築物の構造部材に外側から取り付けることにより、簡単な構成で断熱性能に優れた外断熱工法を提供することができる。本発明の外断熱工法は、鉄骨造建築物を構成する様々な部材に応じて最適な取付方法を用いることにより、鉄骨造建築物のあらゆる壁面に適用することができ、作業の簡易さ、作業時間の短縮等を達成することができる。
【図面の簡単な説明】
【図1】図1は、本発明の外断熱工法において、ライトゲージからなる壁胴縁aに複合パネル1を取り付けた状態を図示する部分断面図である。
【図2】図2は、本発明の外断熱工法において、アングル材からなる壁胴縁bに複合パネル1を取り付けた状態を図示する部分断面図である。
【図3】図3は、本発明の外断熱工法において、鉄骨柱cに複合パネル1を取り付けた状態を図示する部分断面図である。
【図4】図4は、本発明の外断熱工法において、鉄骨柱cへの複合パネル1の取り付けについて、その最下段の状態を図示する部分断面図である。
【図5】図5は、本発明の外断熱工法において、鉄骨造建築物の開口部、主として窓部に複合パネル1を取り付けた状態を図示する部分断面図である。
【図6】図6は、本発明の外断熱工法において、鉄骨造建築物のリフォーム外壁に複合パネルを取り付けた状態を図示する部分断面図である。
【符号の説明】
1 複合パネル
2 セメント板
3 発泡フォーム
4 ボルト
5 ナット
6 シーリング
7 バックアップ剤
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a heat insulation method for a steel structure building using a composite panel formed by laminating a cement board and foamed foam.
[0002]
[Prior art]
In order to insulate a building, a heat insulating material is attached to the wall surface. In steel structure buildings, as a method of attaching a heat insulating material to a wall surface, a method of filling a cavity between an outer wall and an inner wall with a heat insulating material such as heat insulating wool, a so-called inner heat insulating method is generally used. In the internal heat insulation method for steel frame buildings, there is a drawback that the heat insulation effect is lowered due to incomplete filling of the heat insulation material, the heat insulation material cannot be retrofitted, and the work is troublesome. On the other hand, when the wall surface is solid like a concrete wall and there is no cavity for filling the heat insulating material inside, a method of directly attaching the heat insulating material to the inside or the outside of the wall surface is used. .
[0003]
The heat insulation method for directly attaching the heat insulating material to the wall surface as described above is nailing the heat insulating material to the wall surface, and it is necessary to perform nailing at a number of locations in order to ensure sufficient attachment strength. Therefore, the heat insulation construction method can only be applied to a reinforced concrete building whose entire wall surface is solid and can be nailed in any place.
[0004]
[Problems to be solved by the invention]
By the way, the outer heat insulating method for attaching the heat insulating material to the outside of the wall surface has a great advantage in terms of ease of work and shortening of work time. Therefore, the development of an outer heat insulation method that can be applied to other than reinforced concrete buildings is expected.
[0005]
The present invention has been made in view of the above-described problems, and its purpose is to install a heat insulating material from the outside of a wall surface in a steel structure building to which an external heat insulating method could not be applied conventionally. It is in providing the construction method which insulates.
[0006]
[Means for Solving the Problems]
In order to solve the above-described problems, an outer heat insulating method for a steel structure according to claim 1 of the present invention is such that a composite panel formed by laminating a cement board and foamed foam is disposed on the outside. In addition, it is an outer heat insulation construction method for a steel structure that is attached to the structural member of the steel structure from the outside,
A reinforcing material is attached to an existing outer wall, and the foamed foam is cut into a shape suitable for the reinforcing material, and then the reinforcing material is fitted into the cut portion, and the composite panel is fixed to the reinforcing material by screwing. It is characterized by that.
[0007]
In the present invention, the outer wall side of the composite panel is a foam foam that can be easily cut, and the foam foam can be cut with a tool such as a cutter so that the foam foam can be easily formed. By adapting the composite panel, it is possible to flexibly cope with the expansion of reinforcing materials and the joining of surfaces at corners.
[0008]
The outer heat insulating structure for a steel structure building according to claim 2 of the present invention is obtained by the outer heat insulating method for a steel structure building according to claim 1.
[0009]
In the present invention, the outer heat insulating method according to claim 1 can provide an outer heat insulating structure that is easy to work and can reduce the work time, and is particularly suitable for renovation of a steel structure building.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
The structural member of the steel structure building to which the composite panel is attached in the present invention is, for example, a wall trunk edge, a steel column, or the like made of a light gauge, lightweight steel, an angle material or the like. Although the shape of the structural member changes variously, the composite panel can be fixed to any structural member in the outer heat insulation method of the present invention. In addition, before attaching a composite panel, it is preferable to give an anticorrosion process to the above-mentioned structural member.
[0011]
The bolting in the present invention is performed mainly using bolts and nuts. The dimension is about 5 mm in diameter for the bolt, and the length is changed by the thickness of the composite panel. Moreover, it is preferable that the bolt and nut are subjected to rust prevention treatment.
[0012]
Hereinafter, the outer heat insulation method of the present invention will be described in more detail with reference to the drawings. However, the present invention should not be construed as being limited to these specific examples.
[0013]
FIG. 1 is a partial cross-sectional view illustrating a state in which a composite panel 1 is attached to a wall trunk edge a made of a light gauge in the outer heat insulating method of the present invention.
In FIG. 1, a composite panel 1 formed by laminating a cement board 2 and foamed foam 3 is attached to a wall trunk edge a so that the cement board 2 is on the outside.
The cement board 2 can be manufactured by extrusion molding, for example, and the thickness is about 20-50 mm. The foamed foam 3 is a rigid polyurethane foam, a polystyrene foam, a phenol foam, a polyisocyanurate foam, a polyethylene foam, an epoxy foam or the like, and the thickness thereof is, for example, 15 to 50 mm. The composite panel 1 can be manufactured by sticking the cement plate 2 and the foamed foam 3 that are separately manufactured, or by foaming the resin directly on the cement plate 2 and molding the foamed foam 3.
[0014]
The composite panel 1 is attached to the wall trunk edge a with both nut bolts 4a threaded at both ends and two nuts 5 screwed to the bolts 4 from both the cement plate 2 side and the wall trunk edge a side. The laminated panel 1 is bolted to the wall trunk edge a. When attaching the nut 5 to both the nut bolts 4a, it is preferable to use a washer.
[0015]
The nut 5 on the cement board 2 side, that is, the outside of the building is accommodated in a hole drilled in the composite panel 1 and sealed with a sealing 6 formed by filling the hole with resin mortar or the like. Has been. By adopting such a structure, the head of the bolt is not exposed to the outside of the building, water intrusion from the bolting site and rusting of the bolt can be prevented, and the exterior of the building Will not be damaged.
[0016]
Further, FIG. 1 shows a joint portion between two composite panels 1. The composite panel 1 is joined by, for example, thinly applying a resin that forms a seal on the end surfaces of both composite panels 1 to be joined, and then affixing them to each other. Preferably, the cement plate 2 is cut in a certain range at the joint portion of both composite panels 1 to be joined, and the groove formed by the cutting is filled with the backup agent 7, and then the resin is the same as in the case of the bolt head. The sealing 6 is formed by filling mortar or the like.
[0017]
FIG. 2 is a partial cross-sectional view illustrating a state in which the composite panel 1 is attached to a wall trunk edge b made of an angle material in the outer heat insulating method of the present invention.
In FIG. 2, the composite panel 1 is bolted with hook bolts 4b. In the bolt fastening with the hook bolt 4b, the bent end of the hook bolt 4b is hooked to the wall trunk edge b, and the nut 5 is screwed from the outside of the composite panel 1 to the other end having a screw cut. Is bolted.
[0018]
Moreover, the cement board 2 of the composite panel 1 illustrated in FIG. 2 has a cavity on the side in contact with the foamed foam 3. Such a cavity not only helps to reduce the weight of the composite panel 1 but also improves the heat insulation effect due to the presence of air in the cavity.
[0019]
FIG. 3 is a partial cross-sectional view illustrating a state in which the composite panel 1 is attached to the steel column c in the outer heat insulating method of the present invention.
In the column assembly at the steel column c, bolts 4 welded and fixed to one surface (upper surface in FIG. 3) of the steel column c are used, and one composite panel 1 (upper side in FIG. 3) is used. In order to bolt the other composite panel 1 (left side in FIG. 3), a hole for passing both nut bolts 4a is formed, and a nut receiving hole 8 for receiving the nut 5 is formed in the cement plate 2. Yes. When the composite panel 1 is attached, first, the composite panel 1 in which the nut accommodation hole 8 is formed is bolted to the other composite panel 1 after the foam foam 3 at the end thereof is partially cut away. Both nut bolts 4a and one nut 5 used in the above are attached and bolted to the steel column c with bolts 4 fixed by welding. Next, using both nut bolts 4 attached to the composite panel 1, the composite panel 1 in which a part of the foamed foam 3 is similarly cut is bolted to the steel column c. Finally, the back-up material 7 is filled in the gap between the two composite panels 1, and the sealing 6 is formed thereon.
[0020]
FIG. 4 is a partial cross-sectional view illustrating the state of the lowermost stage of attachment of the composite panel 1 to the steel column c in the outer heat insulation method of the present invention.
In the lowermost stage, a panel receiving member 9 made of an angle member is welded and fixed to the steel column c, and the composite panel 1 is placed thereon, and is bolted with a bolt 4 fixed by welding to the steel column c. The bolts are fixed to the steel column c by welding on the surface of the steel column c as shown in FIG. 3 or after the bolt is passed through the steel column as shown in FIG. May be. Sufficient mounting strength can be ensured by the panel receiving member 9 provided at the lowest stage.
[0021]
FIG. 5 is a partial cross-sectional view illustrating a state in which the composite panel 1 is attached to an opening of a steel structure building, mainly a window, in the outer heat insulating method of the present invention.
On the upper side of the opening of the building, the end on the opening side of the foamed foam 3 constituting the composite panel 1 is partly cut, and the composite panel 1 attaches both nut bolts 4a and nuts 5 to the upper light gauge d. It is bolted using. A window upper frame e is directly fixed to the upper light gauge d by welding, and a sealing 6 is formed between the window upper frame e and the cement plate 2.
[0022]
On the other hand, at the lower side of the opening of the building, the composite panel 1 is bolted to the lower light gauge d with both nut bolts 4a and nuts 5 like the upper side. On the light gauge d, a window lower frame g is fixed by welding via a sash anchor f, and a draining plate h that covers the upper end surface of the composite panel 1 from the lower surface of the window lower frame g is provided. The draining plate h projects outward from the composite panel 1, and the projecting portion is filled with a backup material 7, and a sealing 6 is formed on the lower surface thereof. A sealing 6 is also formed between the window lower frame g and the draining plate h. Further, glass wool i and hard urethane j are filled between the window lower frame g and the lower light gauge d to enhance the waterproof property.
[0023]
FIG. 6 is a partial cross-sectional view illustrating a state in which the composite panel 1 is attached to the renovation outer wall k of a steel structure building in the outer heat insulation method of the present invention.
In FIG. 6, the reinforcing material 10 is attached to the existing outer wall k of the reform, and the foamed foam 3 is cut into a shape suitable for the reinforcing material 10. 10 is screwed with a tapping screw 11. Since the foamed foam 3 of the composite panel 1 can be cut freely, the outer heat insulation method of the present invention can flexibly cope with the addition of a reinforcing material and the joining of surfaces at corners.
[0024]
【The invention's effect】
The outer heat insulation method for a steel structure building according to the present invention is excellent in heat insulation performance with a simple structure by attaching a composite panel formed by laminating a cement board and foamed foam to the structural member of the steel structure building from the outside. An outer insulation method can be provided. The outer heat insulation method of the present invention can be applied to any wall surface of a steel building by using an optimal mounting method according to various members constituting the steel building, and the work can be easily performed. Reduction of time can be achieved.
[Brief description of the drawings]
FIG. 1 is a partial cross-sectional view illustrating a state in which a composite panel 1 is attached to a wall trunk edge a made of a light gauge in the outer heat insulation method of the present invention.
FIG. 2 is a partial cross-sectional view illustrating a state in which a composite panel 1 is attached to a wall trunk edge b made of an angle material in the outer heat insulating method of the present invention.
FIG. 3 is a partial cross-sectional view illustrating a state in which a composite panel 1 is attached to a steel column c in the outer heat insulation method of the present invention.
FIG. 4 is a partial cross-sectional view illustrating the state of the lowermost stage of attachment of the composite panel 1 to the steel column c in the outer heat insulation method according to the present invention.
FIG. 5 is a partial cross-sectional view illustrating a state in which the composite panel 1 is attached to an opening, mainly a window, of a steel structure building in the outer heat insulation method of the present invention.
FIG. 6 is a partial cross-sectional view illustrating a state in which a composite panel is attached to an outer wall of a steel building renovation in the outer heat insulation method of the present invention.
[Explanation of symbols]
1 Composite panel 2 Cement board 3 Foam foam 4 Bolt 5 Nut 6 Sealing 7 Backup agent

Claims (2)

セメント板と発泡フォームとを積層してなる複合パネルを、該セメント板が外側となるように、鉄骨造建築物の構造部材に外側から取り付ける鉄骨造建築物の外断熱工法であって、
既存の外壁に補強材を取り付け、そして該補強材に適合する形状に前記発泡フォームを切除した後、該切除部に該補強材を嵌め入れ、螺子止めにより前記複合パネルを該補強材に固定することを特徴とする、鉄骨造建築物の外断熱工法。
It is an external heat insulation method for a steel building, in which a composite panel formed by laminating a cement board and foamed foam is attached to the structural member of the steel building from the outside so that the cement board is on the outside ,
A reinforcing material is attached to an existing outer wall, and the foamed foam is cut into a shape suitable for the reinforcing material, and then the reinforcing material is fitted into the cut portion, and the composite panel is fixed to the reinforcing material by screwing. An outside heat insulation method for steel structures.
請求項1の鉄骨造建築物の外断熱工法により得られることを特徴とする鉄骨造建築物の外断熱構造。An outer heat insulating structure for a steel structure, obtained by the outer heat insulating method for a steel structure according to claim 1.
JP2002169986A 2002-06-11 2002-06-11 Exterior insulation method for steel buildings using composite panels Expired - Fee Related JP3616964B2 (en)

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JP2012122299A (en) * 2010-12-10 2012-06-28 Asahi Kasei Homes Co Fitting method of composite panel and composite panel
JP2012122300A (en) * 2010-12-10 2012-06-28 Asahi Kasei Homes Co Fitting structure of composite panel
JP2012136826A (en) * 2010-12-24 2012-07-19 Asahi Kasei Homes Co Composite panel and attachment method of composite panel

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