JP4119578B2 - Exterior wall unit and exterior wall construction method - Google Patents

Exterior wall unit and exterior wall construction method Download PDF

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Publication number
JP4119578B2
JP4119578B2 JP23834899A JP23834899A JP4119578B2 JP 4119578 B2 JP4119578 B2 JP 4119578B2 JP 23834899 A JP23834899 A JP 23834899A JP 23834899 A JP23834899 A JP 23834899A JP 4119578 B2 JP4119578 B2 JP 4119578B2
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Prior art keywords
connection
wall
fitting
wall unit
unit
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JP2001059300A (en
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禮吉 大辻
弘志 土屋
正 土屋
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Nippon Steel Coated Sheet Corp
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Nippon Steel Coated Sheet Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、外壁ユニット及び外壁の施工方法に関し、詳しくは、大型ビルディング等の高層階建造物の外壁の施工において、表裏の金属外皮間に芯材を充填した外壁パネルの多数枚を使用しながら、施工性を大幅に高め、特に、上下の外壁パネルの接続凹部と接続凸部との接続箇所に多大な荷重がかかることによる変形や破損を防止しようとする技術に係るものである。
【0002】
【従来の技術】
近来、ビルディングの外壁を施工するのに、図2に示すように、表裏の金属外皮1,2間に芯材3を充填するとともに上下部の一方に接続凹部4を、他方に接続凸部5を形成した外壁パネル6を使用することで、ビルディングの外観を著しく高めるとともに断熱性、耐候性等を充分に高めることができることから普及している。
【0003】
ところで、上記のような外壁パネル6は、その各々を壁下地に固定具17にて固定するのであり、膨大な足場が必要となり、大型ビルディングにおいては多大な手数を要して工期が長引くものであり、高層階建造物においては、足場を組めなく、施工が困難になる場合がある。
【0004】
【発明が解決しようとする課題】
このような問題を解消する手段として、多数枚の外壁パネルをユニット枠に取付け壁ユニットを組立て、この壁ユニットをクレーンで吊上げて接続する工法が考えられ、提案されている。
【0005】
ところが、このような工法においては、外壁パネルを多数枚取付けた壁ユニットをクレーン工法で上下に接続する際に、上下の壁ユニットの外壁パネルをその接続凹部と接続凸部とを凹凸接続する施工が困難であり、かつ、上の壁ユニットの荷重が凹凸接続箇所にかかる場合には、凹凸接続部を変形し損傷することになるのである。このような場合には、上下一対の壁ユニットを取り換えるのであり、不要な手数を要することになる。
【0006】
本発明はこのような問題に鑑みてなされたものであり、表裏の金属外皮間に芯材を充填した外壁パネルの多数枚を使用しながら、足場を不要にして施工性を大幅に高め、特に、上下の外壁パネルの接続凹部と接続凸部との接続箇所に多大な荷重がかかることによる変形や破損を防止することができる外壁ユニット及び外壁の施工方法を提供することを課題とするものである。
【0007】
【課題を解決するための手段】
請求項1においては、表裏の金属外皮1,2間に芯材3を充填するとともに上下部の一方に接続凹部4を、他方に接続凸部5を形成した外壁パネル6の複数枚を接続凹部4と接続凸部5とを接続してユニット枠7に取付け、ユニット枠7の上下部の一方に上下方向の摺動のみを許容する嵌合凹部9を、他方に嵌合凸部10を形成し、ユニット枠7にクレーン用の吊下げ部11を形成し、上下の嵌合凹部9と嵌合凸部10との嵌合位置を任意の位置で仮止めする仮止め手段13を備えていることを特徴とするものである。このような構成によれば、上の外壁ユニットAを吊下げてクレーン工法にて下の外壁ユニットAに接続するのに際して、外壁ユニットAには、上下方向の摺動のみを許容する嵌合凹部9と嵌合凸部10とがあるから、上下方向の摺動を許容する嵌合凹部9と嵌合凸部10とを摺動嵌合させることによって、上の外壁ユニットAを下の外壁ユニットAに対して屋内外方向の位置決めができるのであり、クレーン工法を楽におこなうことができ、かつ、上下の外壁ユニットA,Aの外壁パネル6,6の接続凹部4と接続凸部5との接続程度を判断して仮止め手段13によって仮止めをおこなうことで、上の外壁ユニットAの多大な荷重が上下の外壁パネル6,6の接続凹部4と接続凸部5との接続箇所にかかるのを回避できるのであり、上下の外壁パネル6,6の接続箇所の変形や損傷を確実に防止することができる。しかして、足場を不要としながら所定通りの施工を迅速におこなうことができるのである。
【0008】
請求項2においては、接続凹部4と接続凸部5との間に水密パッキン22を介装していることを特徴とするものである。このような構成によれば、外壁ユニットAにおける外壁パネル6,6間の充分な水密性を確保することができるとともに、上下方向に接続する外壁ユニットA,A間における水密性を確保することができる。
【0009】
請求項3においては、仮止め手段13には微調整をおこなう微調整部14を備えていることを特徴とするものである。このような構成によれば、上下の外壁パネル6の接続凹部4と接続凸部5との接続を、一層、良好におこなうことができるのである。
【0010】
請求項4においては、仮止め手段13は屋内側に位置させて、仮止め手段13を操作しているときに上下の外壁パネル6,6の接続凹部4と接続凸部5との接続を目視できる位置に設けてあることを特徴とするものである。このような構成によれば、仮止め手段13における微調整部14の微調整をおこなうにあたって、上下の外壁パネル6,6の接続凹部4と接続凸部5との接続状況を目視しながら上下の微調整をおこなうことができ、上下の外壁パネル6,6の接続凹部4と接続凸部5の接続を所定通りにおこなうことができるのである。
【0011】
請求項5においては、高さを高層階建造物の各階の高さに相当する高さにしてあることを特徴とするものである。このような構成によれば、高層階建造物の各階の外壁の施工が容易になる。
【0012】
請求項6においては、表裏の金属外皮1,2間に芯材3を充填するとともに上下部の一方に接続凹部4を、他方に接続凸部5を形成した外壁パネル6の複数枚を接続凹部4と接続凸部5とを接続してユニット枠7に取付け、ユニット枠7の上下部の一方に摺動を許容する嵌合凹部4を、他方に嵌合凸部5を形成し、ユニット枠7にクレーン用の吊下げ部11を形成し、上下の嵌合凹部4と嵌合凸部5との嵌合位置を任意の位置で仮止めする仮止め手段13を備えて外壁ユニットAを構成し、外壁ユニットAをクレーンにて吊下げて下の外壁ユニットAとの間で摺動を許容する嵌合凹部4と嵌合凸部5とを摺動嵌合させるとともにその嵌合位置を外壁パネル6の接続凹部4と接続凸部5との接続が完了する以前で仮止めし、更に上下方向の微調整をおこない、上下の外壁パネル6,6の接続凹部4と接続凸部5との当接もしくはその直前で本締めおこなって外壁ユニットA,Aを接続することを特徴とするものである。このような方法によれば、請求項1、請求項3及び4と同様の作用を得るものである。
【0013】
【発明の実施の形態】
以下、本発明の実施の形態を説明する。図1は部分側面図、図3はクレーン工法を示す概略斜視図である。
【0014】
外壁ユニットAは、上下間隔を隔てた例えば、アングル材を横フレーム18とし、横フレーム18に例えば、チャンネル材を胴縁15として取付け、これら横フレーム18を左右間隔を隔てた縦フレーム16に溶接等して接続することでユニット枠7を構成し、このようなユニット枠7における胴縁15に横長の複数枚の外壁パネル6を固定具17にて固定したものである。外壁パネル6は、例えば横寸法3960mm×縦寸法910mmのものを上下に例えば、7枚を張付けるものである。外壁ユニットAの高さは高層階建造物の各階の高さに相当する高さにしている。このような外壁ユニットAは、高層階建造物の施工現場や、工場等任意の場所において組立てることができるものである。
【0015】
外壁パネル6は、図2に示すように、表裏の金属外皮1,2間に、例えば、ロックウールのような無機質材料からなる芯材3を充填するとともに上部に接続凹部4を、他方に接続凸部5を形成したものである。接続凹部4側の表部には固定凹所20を、接続凸部5側の表部には覆い部21を形成している。しかして、固定凹所20に固定具17を打込んで外壁パネル6の上部を胴縁15に固定し、接続凹部4に上の外壁パネル6の接続凸部5を嵌合して接続するのであり、この場合、固定凹所20に覆い部21が係入して固定具17を隠している。このような上下方向の接続箇所には水密パッキン22が介装されて充分な水密性を確保している。
【0016】
図1及び図3に示すように、縦フレーム16の上端部には摺動を許容する嵌合凹部9を形成した受部材23がボルト24にて固定されて上方に突出している。摺動を許容する嵌合凹部9は上下方向の摺動溝25と略V字状に開いた導入溝部26を備えている。縦フレーム16の下端部には締付けて本締めが可能なボルト28及びガイドピン29を設けていて、ボルト28とガイドピン29との2本で、上下の方向性を出すようにしている。又、両端部の縦フレーム16,16には吊下げ部11,11を取付けてクレーンのフック27を引掛けることで、外壁ユニットAを吊下げ施工することができるようにしている。
【0017】
吊下げ部11の下方で縦フレーム16には、上下方向の微調整をおこなうことができる仮止め手段13を設けている。具体的には、アングル材30のねじ孔にセットナット31を付設して調整ボルト32をねじ込んだものである。一方、建造物側の構造体33側においては、各階の床部34を構成する梁材35にはアングル材の受材36を調整ボルト32に対して上下方向に対向させて取付けてある。
【0018】
このような構成によれば、先ず、クレーンで吊上げた外壁ユニット6を高層階建造物の1階部分に降ろして構造体33側のアングル材の受材36に円弧状の板ばね37を介してボルト38にて外壁ユニット6をその上下部において固定するのである。次に、2階部分に外壁ユニットAを施工するのに際して、下の外壁ユニットAにおけるV字状の導入溝部26を形成した嵌合凹部9に上の外壁ユニットAの嵌合凸部10を摺動嵌合させることで、上の外壁ユニットAを下の外壁ユニットAに対して屋内外方向の位置決めして接続がおこなえるのであり、クレーン工法を楽におこなうことができるのである。
【0019】
このように、摺動を許容する嵌合凹部9の摺動溝25に嵌合凸部10であるボルト28及びガイドピン29が鉛直方向を維持して接続されるのである。この場合、上の外壁ユニットAと下の外壁ユニットAとの上下の外壁パネル6,6の接続凹部4と接続凸部5との嵌合程度を判断して、調整ボルト31を下方に突出して上下方向の微調整をおこなって接続凹部4と接続凸部5とが完全に接続する手前で調整ボルト31を受材36に当てて仮止めをおこなうのである。このように、上下の外壁ユニットA,Aを接続する場合に、上の外壁ユニットAの荷重が下の外壁ユニットAにかかることを確実に阻止することができるのであり、したがって、上下の外壁パネル6,6の接続凹部4と接続凸部5との接続を所定通りに良好におこなうことができ、接続箇所に多大な荷重がかかるのを回避できて上下の外壁パネル6,6の接続箇所の変形や損傷を確実に防止することができるのである。
【0020】
この場合、仮止め手段13は屋内側に位置させて、仮止め手段13を操作しているときに上下の接続凹部4と接続凸部5との接続を目視できる位置に設けてある。このような構成によれば、仮止め手段13における微調整部14の微調整をおこなうにあたって、上下の外壁パネル6,6の接続凹部4と接続凸部5との接続状況を目視しながら上下の微調整をおこなうことができ、上下の外壁パネル6,6の接続凹部4と接続凸部5の接続を所定通りにおこなうことができるのである。
【0021】
図6は水平断面図を示し、図7は拡大断面図を示し、横方向の外壁ユニットA,Aの水密接続構造を示している。
【0022】
外壁パネル6の横方向の端部には芯材3に対向して間隔を隔てて側端片40が折曲げられ、側端片40に続いて受片41が折曲げられている。側端片40と芯材3との間にシールパッキン42が介装されている。左右のシールパッキン42,42の背部には偏平なコ字状の樋体43の両端片が圧入されている。隣接の外壁パネル6,6の側端片40,40には変性シリコン樹脂44がコーキング剤として充填されている。樋体43は外壁ユニットAと略同高さの柱材45に支持片46を介して支持されている。このような樋体43及び柱材45は各階単位に設置される。この場合、柱材45は構造体33側に取付けられ、樋体43は樋体連結材(図示せず)によって接続される。
【0023】
ところで、外壁ユニットAにおいて、上下中間部の複数枚の外壁パネル6を取付けないで、この箇所にサッシ39を嵌込んで窓とし窓ガラスを嵌込むようにして高層階建造物において連続する窓を形成することもできるものである。
【0024】
【発明の効果】
請求項1においては、表裏の金属外皮間に芯材を充填するとともに上下部の一方に接続凹部を、他方に接続凸部を形成した外壁パネルの複数枚を接続凹部と接続凸部とを接続してユニット枠に取付け、ユニット枠の上下部の一方に上下方向の摺動のみを許容する嵌合凹部を、他方に嵌合凸部を形成し、ユニット枠にクレーン用の吊下げ部を形成し、上下の嵌合凹部と嵌合凸部との嵌合位置を任意の位置で仮止めする仮止め手段を備えているから、上の外壁ユニットを吊下げてクレーン工法にて下の外壁ユニットに接続するのに際して、外壁ユニットには、上下方向の摺動のみを許容する嵌合凹部と嵌合凸部とがあるから、上下方向の摺動のみを許容する嵌合凹部と嵌合凸部とを摺動嵌合させることによって、上の外壁ユニットを下の外壁ユニットに対して屋内外方向の位置決めができるのであり、クレーン工法を楽におこなうことができ、かつ、上下の外壁ユニットの外壁パネルの接続凹部と接続凸部との接続程度を判断して仮止め手段によって仮止めをおこなうことで、上の外壁ユニットの多大な荷重が上下の外壁パネルの接続凹部と接続凸部との接続箇所にかかるのを回避できるのであり、上下の外壁パネルの接続箇所の変形や損傷を確実に防止することができるのである。しかして、足場を不要して所定通りの施工を迅速におこなうことができるという利点がある。
【0025】
請求項2においては、接続凹部と接続凸部との間に水密パッキンを介装しているから、請求項1の効果に加えて、外壁ユニットにおける外壁パネル間の充分な水密性を確保することができるとともに、上下方向に接続する外壁ユニット間における水密性を確保することができるという利点がある。
【0026】
請求項3においては、仮止め手段には微調整をおこなう微調整部を備えているから、請求項1又は2の効果に加えて、上下の外壁パネルの接続凹部と接続凸部との接続を、一層、良好におこなうことができるという利点がある。
【0027】
請求項4においては、仮止め手段は屋内側に位置させて、仮止め手段を操作しているときに上下の外壁パネルの接続凹部と接続凸部との接続を目視できる位置に設けてあるから、請求項1又は2又は3の効果に加えて、仮止め手段における微調整部の微調整をおこなうにあたって、上下の外壁パネルの接続凹部と接続凸部との接続状況を目視しながら上下の微調整をおこなうことができ、上下の外壁パネルの接続凹部と接続凸部の接続を所定通りにおこなうことができるという利点がある。
【0028】
請求項5においては、外壁ユニットの高さを高層階建造物の各階の高さに相当する高さにしてあるから、請求項1乃至4のいずれかに記載の効果に加えて、高層階建造物の各階の外壁の施工が容易になる。
【0029】
請求項6においては、表裏の金属外皮間に芯材を充填するとともに上下部の一方に接続凹部を、他方に接続凸部を形成した外壁パネルの複数枚を接続凹部と接続凸部とを接続してユニット枠に取付け、ユニット枠の上下部の一方に上下方向の摺動のみを許容する嵌合凹部を、他方に嵌合凸部を形成し、ユニット枠にクレーン用の吊下げ部を形成し、上下の嵌合凹部と嵌合凸部との嵌合位置を任意の位置で仮止めするとともに上下方向の微調整をおこなう微調整部を有する仮止め手段を備えて外壁ユニットを構成し、外壁ユニットをクレーンにて吊下げて下位の外壁ユニットとの間で摺動を許容する嵌合凹部と嵌合凸部とを摺動嵌合させるとともにその摺動嵌合位置を外壁パネルの接続凹部と接続凸部との接続が完了する以前で仮止めし、更に下方向の微調整をおこない、上下の外壁パネルの接続凹部と接続凸部との当接もしくはその直前で本締めおこなって外壁ユニットを接続するから、請求項1、請求項3及び4と同様の効果を得ることができる。
【図面の簡単な説明】
【図1】本発明の実施の一形態を示す部分側面図である。
【図2】同上の外壁ユニットの一部省略した断面図である。
【図3】同上のクレーン工法を示す概略斜視図である。
【図4】同上の仮止め手段の斜視図である。
【図5】同上の摺動嵌合構造を示す斜視図である。
【図6】同上の水平断面図である。
【図7】同上の拡大水平断面図である。
【符号の説明】
1 金属外皮
2 金属外皮
3 芯材
4 接続凹部
5 接続凸部
6 外壁パネル
7 下地材
9 摺動を許容する嵌合凹部
10 嵌合凸部
11 吊下げ部
13 仮止め手段
14 微調整部
A 外壁ユニット
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an outer wall unit and an outer wall construction method, and more particularly, in the construction of an outer wall of a high-rise building such as a large building, while using a large number of outer wall panels filled with a core material between front and back metal skins. In particular, the present invention relates to a technique for significantly improving the workability and, in particular, for preventing deformation and breakage caused by applying a great load to the connection portion between the connection concave portion and the connection convex portion of the upper and lower outer wall panels.
[0002]
[Prior art]
Recently, to construct the outer wall of the building, as shown in FIG. 2, the core material 3 is filled between the front and back metal skins 1 and 2, and the connection concave portion 4 is provided on one of the upper and lower portions, and the connection convex portion 5 is provided on the other side. The use of the outer wall panel 6 formed with the structure has been widely used because the appearance of the building can be remarkably enhanced and the heat insulation and weather resistance can be sufficiently enhanced.
[0003]
By the way, each of the outer wall panels 6 as described above is fixed to the wall base with the fixture 17 and requires a huge amount of scaffolding. In a large building, a large amount of work is required and the construction period is prolonged. Yes, in high-rise buildings, it is difficult to construct a scaffold, and construction may be difficult.
[0004]
[Problems to be solved by the invention]
As a means for solving such a problem, a construction method in which a large number of outer wall panels are attached to a unit frame, a wall unit is assembled, and the wall unit is lifted and connected by a crane has been considered and proposed.
[0005]
However, in such a construction method, when connecting a wall unit with a large number of outer wall panels connected up and down by the crane method, the outer wall panel of the upper and lower wall units is connected to the connection recesses and connection projections in an uneven manner. If the load of the upper wall unit is applied to the uneven connection portion, the uneven connection portion is deformed and damaged. In such a case, the pair of upper and lower wall units are exchanged, which requires unnecessary work.
[0006]
The present invention has been made in view of such a problem, while using a large number of outer wall panels filled with a core material between the front and back metal outer skins, significantly improving the workability without the need for a scaffold, It is an object of the present invention to provide an outer wall unit and an outer wall construction method capable of preventing deformation and breakage due to a great load applied to the connection portion between the connection concave portion and the connection convex portion of the upper and lower outer wall panels. is there.
[0007]
[Means for Solving the Problems]
In claim 1, the core 3 is filled between the metal skins 1 and 2 on the front and back, and a plurality of outer wall panels 6 each having a connection recess 4 on one side and a connection projection 5 on the other are connected to each other. 4 and the connection convex part 5 are connected and attached to the unit frame 7, and a fitting concave part 9 that allows only sliding in the vertical direction is formed on one of the upper and lower parts of the unit frame 7, and a fitting convex part 10 is formed on the other side. And the suspension part 11 for cranes is formed in the unit frame 7, and the temporary fixing means 13 which temporarily fixes the fitting position of the upper and lower fitting recessed part 9 and the fitting convex part 10 in arbitrary positions is provided. It is characterized by this. According to such a configuration, when the upper outer wall unit A is suspended and connected to the lower outer wall unit A by a crane method, the outer wall unit A has a fitting recess that allows only sliding in the vertical direction. 9 and the fitting convex portion 10, the fitting concave portion 9 allowing sliding in the vertical direction and the fitting convex portion 10 are slidably fitted to make the upper outer wall unit A the lower outer wall unit. Positioning in the indoor / outdoor direction with respect to A is possible, the crane method can be easily performed, and the connection between the connection concave portion 4 and the connection convex portion 5 of the outer wall panels 6 and 6 of the upper and lower outer wall units A and A is possible. By determining the degree and performing temporary fixing by the temporary fixing means 13, a great load of the upper outer wall unit A is applied to the connection portion between the connection concave portion 4 and the connection convex portion 5 of the upper and lower outer wall panels 6, 6. Can be avoided, outside up and down Deformation and damage of the connection portion of the panel 6,6 can be reliably prevented. Therefore, it is possible to quickly perform a predetermined construction without using a scaffold.
[0008]
According to the second aspect of the present invention, a watertight packing 22 is interposed between the connection recess 4 and the connection protrusion 5. According to such a configuration, sufficient water-tightness between the outer wall panels 6 and 6 in the outer wall unit A can be secured, and water-tightness between the outer wall units A and A connected in the vertical direction can be secured. it can.
[0009]
According to a third aspect of the present invention, the temporary fixing means 13 includes a fine adjustment unit 14 for performing fine adjustment. According to such a configuration, the connection between the connection concave portion 4 and the connection convex portion 5 of the upper and lower outer wall panels 6 can be performed more satisfactorily.
[0010]
According to the fourth aspect of the present invention, the temporary fixing means 13 is located indoors, and when the temporary fixing means 13 is operated, the connection between the connection concave portions 4 and the connection convex portions 5 of the upper and lower outer wall panels 6 and 6 is visually observed. It is provided in the position which can be performed. According to such a configuration, when performing fine adjustment of the fine adjustment portion 14 in the temporary fixing means 13, the upper and lower outer wall panels 6, 6 are visually inspected with respect to the connection state between the connection concave portions 4 and the connection convex portions 5. Fine adjustment can be performed, and the connection concave portions 4 and the connection convex portions 5 of the upper and lower outer wall panels 6 and 6 can be connected in a predetermined manner.
[0011]
According to a fifth aspect of the present invention, the height is equivalent to the height of each floor of the high-rise building. According to such a structure, construction of the outer wall of each floor of a high-rise building is facilitated.
[0012]
In claim 6, the core 3 is filled between the metal shells 1 and 2 on the front and back sides, and a plurality of outer wall panels 6 each having a connection recess 4 on one of the upper and lower portions and a connection protrusion 5 on the other are connected to the connection recess. 4 and the connection convex part 5 are connected and attached to the unit frame 7, the fitting concave part 4 that allows sliding is formed on one of the upper and lower parts of the unit frame 7, and the fitting convex part 5 is formed on the other side. 7 is formed with a hanging part 11 for a crane, and is provided with a temporary fixing means 13 for temporarily fixing a fitting position between the upper and lower fitting concave parts 4 and the fitting convex parts 5 at an arbitrary position. Then, the outer wall unit A is suspended by a crane, and the fitting concave portion 4 and the fitting convex portion 5 that allow sliding between the outer wall unit A and the lower outer wall unit A are slidably fitted, and the fitting position is set to the outer wall. Temporarily fix before the connection between the connection concave portion 4 and the connection convex portion 5 of the panel 6 is completed, and further fine adjustment in the vertical direction Was carried out, the contact or the outer wall unit A be done tightened in the immediately preceding and the connecting recess 4 and the connecting spigot 5 of the upper and lower outer wall panels 6,6, is characterized in that to connect the A. According to such a method, the same effect as in the first, third and fourth aspects can be obtained.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below. FIG. 1 is a partial side view, and FIG. 3 is a schematic perspective view showing a crane method.
[0014]
The outer wall unit A is attached to, for example, an angle member with a horizontal frame 18 spaced apart in the vertical direction, a channel material as a trunk edge 15 attached to the horizontal frame 18, and the horizontal frame 18 welded to a vertical frame 16 with a left-right interval separated. The unit frame 7 is configured by connecting them equally, and a plurality of horizontally long outer wall panels 6 are fixed to the trunk edge 15 of the unit frame 7 by a fixing tool 17. The outer wall panel 6 is, for example, one having a horizontal dimension of 3960 mm and a vertical dimension of 910 mm, which is, for example, pasted up to seven on the top and bottom. The height of the outer wall unit A is set to a height corresponding to the height of each floor of the high-rise building. Such an outer wall unit A can be assembled at an arbitrary place such as a construction site of a high-rise building or a factory.
[0015]
As shown in FIG. 2, the outer wall panel 6 is filled with a core material 3 made of an inorganic material such as rock wool between the front and back metal skins 1 and 2 and connected to the upper side with a connection recess 4 on the other side. The convex part 5 is formed. A fixed recess 20 is formed in the front portion on the connection concave portion 4 side, and a cover portion 21 is formed on the front portion on the connection convex portion 5 side. Then, the fixing tool 17 is driven into the fixing recess 20 to fix the upper portion of the outer wall panel 6 to the trunk edge 15, and the connection convex portion 5 of the upper outer wall panel 6 is fitted and connected to the connection concave portion 4. In this case, the cover 21 is engaged with the fixing recess 20 to hide the fixing tool 17. A watertight packing 22 is interposed at such a connecting portion in the vertical direction to ensure sufficient watertightness.
[0016]
As shown in FIGS. 1 and 3, a receiving member 23 formed with a fitting recess 9 allowing sliding is fixed to the upper end portion of the vertical frame 16 by a bolt 24 and protrudes upward. The fitting recess 9 allowing sliding is provided with a sliding groove 25 in the vertical direction and an introduction groove 26 opened in a substantially V shape. Bolts 28 and guide pins 29 that can be fastened by tightening are provided at the lower end of the vertical frame 16, and two bolts 28 and guide pins 29 provide the vertical direction. Further, the suspension units 11 and 11 are attached to the vertical frames 16 and 16 at both ends, and the hook 27 of the crane is hooked so that the outer wall unit A can be suspended.
[0017]
A temporary fixing means 13 capable of fine adjustment in the vertical direction is provided on the vertical frame 16 below the hanging portion 11. Specifically, a set nut 31 is attached to the screw hole of the angle member 30 and the adjustment bolt 32 is screwed. On the other hand, on the structure 33 side on the building side, an angle receiving member 36 is attached to the beam member 35 constituting the floor 34 of each floor so as to face the adjustment bolt 32 in the vertical direction.
[0018]
According to such a configuration, first, the outer wall unit 6 lifted by the crane is lowered to the first floor portion of the high-rise building, and the angle member receiving member 36 on the structure 33 side is interposed via the arc-shaped leaf spring 37. The outer wall unit 6 is fixed at the upper and lower portions by bolts 38. Next, when the outer wall unit A is constructed on the second floor, the fitting convex portion 10 of the upper outer wall unit A is slid into the fitting concave portion 9 in which the V-shaped introduction groove portion 26 in the lower outer wall unit A is formed. By dynamically fitting, the upper outer wall unit A can be positioned and connected to the lower outer wall unit A in the indoor / outdoor direction, and the crane method can be easily performed.
[0019]
Thus, the bolt 28 and the guide pin 29 which are the fitting convex part 10 are connected to the sliding groove 25 of the fitting concave part 9 which permits sliding while maintaining the vertical direction. In this case, the adjustment bolt 31 is protruded downward by judging the degree of fitting between the connection concave portion 4 and the connection convex portion 5 of the upper and lower outer wall panels 6 and 6 between the upper outer wall unit A and the lower outer wall unit A. Fine adjustment in the vertical direction is performed, and the adjustment bolt 31 is applied to the receiving material 36 and temporarily fixed before the connection concave portion 4 and the connection convex portion 5 are completely connected. Thus, when the upper and lower outer wall units A, A are connected, it is possible to reliably prevent the load of the upper outer wall unit A from being applied to the lower outer wall unit A. The connection recesses 6 and 6 can be connected to the connection protrusions 5 in a predetermined manner, and it is possible to avoid applying a great load to the connection locations, so that the connection locations of the upper and lower outer wall panels 6 and 6 can be reduced. Deformation and damage can be reliably prevented.
[0020]
In this case, the temporary fixing means 13 is located on the indoor side, and is provided at a position where the connection between the upper and lower connecting concave portions 4 and the connecting convex portions 5 can be visually observed when the temporary fixing means 13 is operated. According to such a configuration, when performing fine adjustment of the fine adjustment portion 14 in the temporary fixing means 13, the upper and lower outer wall panels 6, 6 are visually inspected with respect to the connection state between the connection concave portions 4 and the connection convex portions 5. Fine adjustment can be performed, and the connection concave portions 4 and the connection convex portions 5 of the upper and lower outer wall panels 6 and 6 can be connected in a predetermined manner.
[0021]
6 shows a horizontal cross-sectional view, FIG. 7 shows an enlarged cross-sectional view, and shows a watertight connection structure of the outer wall units A and A in the lateral direction.
[0022]
A side end piece 40 is bent at a lateral end of the outer wall panel 6 so as to face the core member 3 with a space therebetween, and a receiving piece 41 is bent following the side end piece 40. A seal packing 42 is interposed between the side end piece 40 and the core material 3. Both ends of a flat U-shaped housing 43 are press-fitted into the back portions of the left and right seal packings 42, 42. The side end pieces 40, 40 of the adjacent outer wall panels 6, 6 are filled with a modified silicone resin 44 as a caulking agent. The housing 43 is supported via a support piece 46 on a column member 45 having substantially the same height as the outer wall unit A. Such a frame 43 and the pillar material 45 are installed in each floor unit. In this case, the column member 45 is attached to the structure 33 side, and the housing 43 is connected by a housing connecting material (not shown).
[0023]
By the way, in the outer wall unit A, a plurality of outer wall panels 6 at the upper and lower intermediate portions are not attached, and a sash 39 is inserted into this portion to form a window and a window glass is inserted to form a continuous window in a high-rise building. It is also possible.
[0024]
【The invention's effect】
In claim 1, the core material is filled between the front and back metal skins, and the connection recesses and the connection projections are connected to a plurality of outer wall panels in which the connection recesses are formed on one of the upper and lower parts and the connection projections are formed on the other side. To the unit frame, a fitting recess that allows only sliding in the vertical direction is formed on one of the upper and lower sides of the unit frame, a fitting projection is formed on the other, and a suspension for the crane is formed on the unit frame Since the upper and lower fitting concave portions and the fitting convex portions are provided with temporary fixing means for temporarily fixing the fitting positions at arbitrary positions, the upper outer wall unit is suspended by the crane method. When connecting to the outer wall unit, the outer wall unit has a fitting concave portion and a fitting convex portion that allow only sliding in the vertical direction. Therefore, the fitting concave portion and fitting convex portion that allow only sliding in the vertical direction are provided. By sliding and fitting the upper outer wall unit to the lower outer wall unit. It can be positioned indoors and outdoors with respect to the cable, making it easy to carry out the crane construction method, and determining the degree of connection between the connection recesses and connection projections of the outer wall panels of the upper and lower outer wall units. By using the temporary fixing, it is possible to avoid the great load of the upper outer wall unit from being applied to the connection portion between the connection concave portion and the connection convex portion of the upper and lower outer wall panels, and the deformation of the connection portion of the upper and lower outer wall panels. And damage can be reliably prevented. Therefore, there is an advantage that a predetermined construction can be quickly performed without using a scaffold.
[0025]
In the second aspect, since the watertight packing is interposed between the connection concave portion and the connection convex portion, in addition to the effect of the first aspect, sufficient water tightness between the outer wall panels in the outer wall unit is ensured. There is an advantage that watertightness between the outer wall units connected in the vertical direction can be secured.
[0026]
In claim 3, since the temporary fixing means is provided with a fine adjustment portion for performing fine adjustment, in addition to the effect of claim 1 or 2, the connection between the connection concave portion and the connection convex portion of the upper and lower outer wall panels is performed. There is an advantage that it can be performed more satisfactorily.
[0027]
According to the fourth aspect of the present invention, the temporary fixing means is located on the indoor side and is provided at a position where the connection between the connection concave portion and the connection convex portion of the upper and lower outer wall panels can be visually observed when the temporary fixing means is operated. In addition to the effects of claim 1, 2 or 3, when performing fine adjustment of the fine adjustment portion in the temporary fixing means, the upper and lower fine portions are visually observed while checking the connection state between the connection concave portion and the connection convex portion of the upper and lower outer wall panels. Adjustment can be performed, and there is an advantage that the connection concave portion and the connection convex portion of the upper and lower outer wall panels can be connected in a predetermined manner.
[0028]
In claim 5, since the height of the outer wall unit is set to a height corresponding to the height of each floor of the high-rise building, in addition to the effect according to any one of claims 1 to 4, the high-rise building is constructed. Construction of the outer wall of each floor of the object becomes easy.
[0029]
In claim 6, the core material is filled between the front and back metal skins, and the connection recesses and the connection projections are connected to a plurality of outer wall panels in which the connection recesses are formed in one of the upper and lower parts and the connection projections are formed in the other. To the unit frame, a fitting recess that allows only sliding in the vertical direction is formed on one of the upper and lower sides of the unit frame, a fitting projection is formed on the other, and a suspension for the crane is formed on the unit frame And an outer wall unit comprising a temporary fixing means having a fine adjustment portion for finely adjusting the vertical direction as well as temporarily fixing the fitting position between the upper and lower fitting concave portions and the fitting convex portion at an arbitrary position, The outer wall unit is suspended by a crane, and the fitting recess and the fitting projection that allow sliding between the lower outer wall unit and the fitting projection are slidably fitted, and the sliding fitting position of the outer wall panel is connected to the outer wall panel. Before the connection with the connection convex part is completed, Since the direction is finely adjusted and the outer wall unit is connected by the final tightening immediately before or after the contact between the connection concave portion and the connection convex portion of the upper and lower outer wall panels, the same effects as in the first, third, and fourth aspects Can be obtained.
[Brief description of the drawings]
FIG. 1 is a partial side view showing an embodiment of the present invention.
FIG. 2 is a cross-sectional view in which the outer wall unit is partially omitted.
FIG. 3 is a schematic perspective view showing the crane method according to the embodiment.
FIG. 4 is a perspective view of the temporary fixing means.
FIG. 5 is a perspective view showing the sliding fitting structure.
FIG. 6 is a horizontal sectional view of the above.
FIG. 7 is an enlarged horizontal sectional view of the above.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Metal skin 2 Metal skin 3 Core material 4 Connection recessed part 5 Connection convex part 6 Outer wall panel 7 Base material 9 Fitting recessed part 10 which accept | permits sliding Fitting part 11 Suspension part 13 Temporary fixing means 14 Fine adjustment part A Outer wall unit

Claims (6)

表裏の金属外皮間に芯材を充填するとともに上下部の一方に接続凹部を、他方に接続凸部を形成した外壁パネルの複数枚を接続凹部と接続凸部とを接続してユニット枠に取付け、ユニット枠の上下部の一方に上下方向の摺動のみを許容する嵌合凹部を、他方に嵌合凸部を形成し、ユニット枠にクレーン用の吊下げ部を形成し、上下の嵌合凹部と嵌合凸部との嵌合位置を任意の位置で仮止めする仮止め手段を備えて成ることを特徴とする外壁ユニット。Fill the core between the front and back metal skins and attach the connection recesses on one of the upper and lower parts, and connect the connection recesses and connection protrusions to the unit frame. A fitting recess that allows only sliding in the vertical direction is formed on one of the upper and lower parts of the unit frame, a fitting protrusion is formed on the other side, and a hanging part for the crane is formed on the unit frame. An outer wall unit comprising a temporary fixing means for temporarily fixing a fitting position between the concave portion and the fitting convex portion at an arbitrary position. 接続凹部と接続凸部との間に水密パッキンを介装して成ることを特徴とする請求項1記載の外壁ユニット。2. The outer wall unit according to claim 1, wherein a watertight packing is interposed between the connection recess and the connection protrusion. 仮止め手段には微調整をおこなう微調整部を備えて成ることを特徴とする請求項1又は2記載の外壁ユニット。The outer wall unit according to claim 1 or 2, wherein the temporary fixing means includes a fine adjustment portion for performing fine adjustment. 仮止め手段は屋内側に位置させて、仮止め手段を操作しているときに上下の外壁パネルの接続凹部と接続凸部との接続を目視できる位置に設けて成ることを特徴とする請求項1又は2又は3記載の外壁ユニット。The temporary fixing means is located on the indoor side, and is provided at a position where the connection between the connection concave portion and the connection convex portion of the upper and lower outer wall panels can be seen when the temporary fixing means is operated. The outer wall unit according to 1, 2 or 3. 高さを高層階建造物の各階の高さに相当する高さにしてあることを特徴とする請求項1乃至4のいずれかに記載の外壁ユニット。The outer wall unit according to any one of claims 1 to 4, wherein the height is set to a height corresponding to the height of each floor of the high-rise building. 表裏の金属外皮間に芯材を充填するとともに上下部の一方に接続凹部を、他方に接続凸部を形成した外壁パネルの複数枚を接続凹部と接続凸部とを接続してユニット枠に取付け、ユニット枠の上下部の一方に上下方向の摺動のみを許容する嵌合凹部を、他方に嵌合凸部を形成し、ユニット枠にクレーン用の吊下げ部を形成し、上下の嵌合凹部と嵌合凸部との嵌合位置を任意の位置で仮止めする仮止め手段を備えて外壁ユニットを構成し、外壁ユニットをクレーンにて吊下げて下位の外壁ユニットとの間で摺動を許容する嵌合凹部と嵌合凸部とを摺動嵌合させるとともにその嵌合位置を外壁パネルの接続凹部と接続凸部との接続が完了する以前で仮止めし、更に上下方向の微調整をおこない、上下の外壁パネルの接続凹部と接続凸部との当接もしくはその直前で本締めおこなって外壁ユニットを接続することを特徴とする外壁の施工方法。Fill the core between the front and back metal skins and attach the connection recesses on one of the upper and lower parts, and connect the connection recesses and connection protrusions to the unit frame. A fitting recess that allows only sliding in the vertical direction is formed on one of the upper and lower parts of the unit frame, a fitting protrusion is formed on the other side, and a hanging part for the crane is formed on the unit frame. The outer wall unit is configured with temporary fixing means for temporarily fixing the fitting position of the concave portion and the fitting convex portion at an arbitrary position, and the outer wall unit is suspended by a crane and slides between the lower outer wall unit. The fitting recess and the fitting projection are allowed to slide and fit, and the fitting position is temporarily fixed before the connection between the connection recess and the projection on the outer wall panel is completed. Make adjustments so that the connection recesses and connection protrusions on the upper and lower outer wall panels also come into contact. Ku is construction method of the outer wall, characterized in that for connecting the outer wall unit performed tightened at immediately before.
JP23834899A 1999-08-25 1999-08-25 Exterior wall unit and exterior wall construction method Expired - Fee Related JP4119578B2 (en)

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