JP4089103B2 - Dome roof and its construction method - Google Patents

Dome roof and its construction method Download PDF

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JP4089103B2
JP4089103B2 JP26874199A JP26874199A JP4089103B2 JP 4089103 B2 JP4089103 B2 JP 4089103B2 JP 26874199 A JP26874199 A JP 26874199A JP 26874199 A JP26874199 A JP 26874199A JP 4089103 B2 JP4089103 B2 JP 4089103B2
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Prior art keywords
honeycomb core
dome roof
flexible film
film body
dome
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JP26874199A
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JP2001090243A (en
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宏治 石井
和司 豊田
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株式会社石井鐵工所
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Description

【0001】
【発明の属する技術分野】
この発明は、水や石油等の液体、低温液化ガス、消化ガス、粉体、粒状物などの各種貯蔵物を貯蔵する貯槽等構築物の上部を被覆するドーム屋根及びその構築法に関するものである。
【0002】
【従来の技術】
貯槽等構築物の上部を被覆する従来のドーム屋根102について、図4に示す貯槽101を事例とした縦断面図に基づいて説明する。貯槽101は、平底円形の底版103と、この底版103の外周縁近傍に立設した円筒形状の側壁104と、この側壁104の上部を被覆する割球殻形状のドーム屋根102とから形成されている。これらの底版103、側壁104、及びドーム屋根102は、コンクリート構造又は金属構造、あるいはコンクリート構造と金属構造などを組み合わせて形成されている。
【0003】
上記ドーム屋根102を構築する施工法としては、図4に示すように、貯槽101の上部を被覆する可撓膜体105の周縁を、側壁104の上端部に気密に固着し、送風機106を利用してこの可撓膜体105の下部に空気を導入して緊張させ、この緊張した可撓膜体105の上部に屋根部材107を施工する方法、つまりエアードーム工法によって構築する施工法がある。なお、可撓膜体105には、繊維織物に樹脂材料等をコーティングした可撓性を有する膜材が用いられている。
【0004】
上記エアードーム工法によって構築する従来のドーム屋根102は、コンクリート製のドーム屋根102Aの場合には、割球殻のドーム形状に緊張させた状態の可撓膜体105の上面に、モルタル及び鉄筋コンクリートの屋根部材107Aを打設して割球殻のドーム形状に形成し、また、金属製のドーム屋根102Bの場合には、略割球殻のドーム形状に緊張させた可撓膜体105の上に、金属製の骨材及び板材の屋根部材107Bを配設して略割球殻のドーム形状に形成している。
【0005】
【発明が解決しようとする課題】
上記従来のドーム屋根102の内、コンクリート製のドーム屋根102Aの場合は、コンクリート構造の屋根部材107Aの壁厚が厚く重量も重い構造であるため、このドーム屋根102Aを支持する側壁104上端部は大規模で、側壁104の壁厚も厚くなった。そして、上記エアードーム工法でコンクリート製のドーム屋根102Aを構築する場合には、空気圧を受けて緊張した可撓膜体105に部分的な荷重がかかると、局部的に凹んで不均一な形状になるおそれがあった。よって、局部的な変形を防ぐとともに大きな荷重を支えるためには、空気圧を高くする必要があり、大形構築物の建設が難しかった。
【0006】
また、上記従来のドーム屋根102の内、金属製のドーム屋根102Bの場合は、溶接構造であるため、金属製の骨材及び板材の屋根部材107Bを溶接結合する際に、溶接の火花や熱などで可撓膜体105を損傷する心配があった。
【0007】
この発明は、上述の従来技術が有する課題に鑑みてなされたもので、軽量で構造が簡単、かつ高強度のドーム屋根を提供するとともに、組立て施工が簡単容易で、作業能率良く短期間に構築することができるドーム屋根の構築法を提供するものである。
【0008】
【課題を解決するための手段】
この発明に係るドーム屋根は、貯槽等構築物の上部を被覆するドーム屋根であって、該ドーム屋根は、貯槽等構築物の側壁上端部に固着した最内側の可撓膜体と、該可撓膜体の上面に被覆固着したハニカムコアと、該ハニカムコアの上面に被覆固着した連結面材とで形成したものである。
【0009】
また、この発明に係るドーム屋根の構築法は、貯槽等構築物の上部を被覆するドーム屋根の構築法であって、上記貯槽等構築物の側壁上端部に該ドーム屋根を形成する最内側の可撓膜体の周縁を固着し、該可撓膜体の下部に空気を導入して緊張させ、該緊張した可撓膜体上にハニカムコアを展開固着し、該ハニカムコア上面に連結面材を配設固着するか、又は、上記緊張した可撓膜体上に、連結面材を被覆固着したハニカムコアを配設固着するかして構築するものである。
【0010】
【発明の実施の形態】
図1乃至図3に基づいて、この発明に係るドーム屋根及びその構築法の実施形態例について説明する。
【0011】
図1に例示するように、貯槽1は、平底円形の底版3と、この底版3の外周縁近傍に直立する円筒形状の側壁4と、この側壁4の上部を被覆する割球殻形状のドーム屋根2とから形成する。そして、このドーム屋根2は、側壁4の上端部に気密固着した最内側の可撓膜体5と、この可撓膜体5の上面に被覆固着したハニカムコア7と、このハニカムコア7の上面に被覆固着した連結面材8とから形成する。
【0012】
上記割球殻形状のドーム屋根2は、図1に示すように、空気膜を使用するエアードーム工法によって構築するもので、側壁4の上端部に周縁を気密に固着するとともに、送風設備6からの空気圧によって緊張させた可撓膜体5を設け、この緊張した可撓膜体5の上面に、ハニカムコア7及び連結面材8を配設固着して形成する。
【0013】
上記ドーム屋根2を形成する部材の可撓膜体5は、繊維織物に樹脂材料等をコーティングした膜材、例えば、ガラス繊維、ポリアミド繊維、ポリエステル繊維等の繊維織物に、例えば、四ふっ化エチレン樹脂、塩化ビニール樹脂、クロロプレンゴム、フッ素樹脂等の樹脂材料等をコーティングした可撓性を有する膜材である。この可撓膜体5は、貯蔵する内容物に対して耐食性、及び耐久性を有し、屋根内壁面を被覆し保護している。
【0014】
上記ドーム屋根2を形成する部材のハニカムコア7は、例えば、多数の中空柱状体が集まってできた構造体で、蜂の巣状の集合体である。このハニカムコア7は、例えば、ポリプロピレン樹脂などのプラスッチック製の材料、クラフト紙などのペーパー製の材料、あるいはアルミニウム材などの金属製等の材料を用いて形成されている。
【0015】
なお、この中空柱状集合体となるハニカムコア7の製作は、上記材料よりなる箔のように薄い板材を用いて、この薄板材の上面に所定間隔をおいて平行直線状に接着剤を塗り、その上に次の薄板材を重ね、さらにその上面に所定距離ずらして接着剤を塗り、さらに次の薄板材を重ねるという操作を繰り返し圧着してブロック体に形成し、このブロック体を所定幅に切断し、この切断片を展開することによって行われる。このようにして製作されたハニカムコア7は、中空柱状集合体の上面及び下面に、連結板材等を一体に固着形成することによって、軽量で、圧縮強度、及びせん断強度に優れ、かつ中空体内の空気層効果によって断熱性能にも優れた部材となる。
【0016】
上記ドーム屋根2を形成する最外側に位置する連結面材8は、遮光性、耐候性などを有する材料、例えば、ポリエステル樹脂などのプラスチック材、繊維強化プラスチック材などの合成樹脂材、あるいは、鋼材、アルミニウム材、ステンレス材、チタン合金材などの金属製の薄板、もしくは、モルタル構造体、コンクリート構造体等の板材などとする。
【0017】
また、上記ドーム屋根2を形成する各部材間、つまり、可撓膜体5とハニカムコア7との間、及びハニカムコア7と連結面材8との間には、例えば、フェノール系、エポキシ系、ゴム系などの接着剤、あるいは、接着性を有するシーリング部材などを設けて気密・液密、強固に固着する。
【0018】
上記のように、可撓膜体5とハニカムコア7と連結面材8とが接着剤などによって一体強固に固着結合して形成されたドーム屋根2は、軽量かつ高強度で耐久性に優れたドーム屋根2となる。
【0019】
また、ハニカムコア7は中空体構造で断熱性にも優れているため、断熱性を必要とする低温貯槽、保温貯槽、あるいは外気温等の影響を受けないよう内外の環境遮断を必要とする構築物のドーム屋根2にも適する。
【0020】
なお、図示省略するが、可撓膜体とハニカムコア及び連結面材との一体化を、より強固にするために、可撓膜体の上面に、例えばタブ、アンカーピンなどの接続部材を固着し、この接続部材をハニカムコア及び連結面材に結着や埋設などによって結合するように形成してもよい。この接続部材は、可撓膜体上面へハニカムコアを固着する際に、位置決めをしたり、仮り止めをしたり、取付けをしたりする係合部材としても適している。
【0021】
また、図示はしないが、屋根補強部材として、例えば金属材、FRP材などからなる断面L形、矩形、コの字形などの成形材を、ハニカムコアと組み合わせて用いた場合には、ドーム屋根の骨材の役割を有し剛性をさらに向上させることができる。
【0022】
上記連結面材8として、耐熱性、耐候性などを有する合成樹脂材、例えば、ポリエステル樹脂、繊維強化プラスチック材などの合成樹脂材を用いて、合成樹脂製のドーム屋根2に形成した場合には、軽量で剛性が高いハニカムコア7と、その上面に被覆固着形成した合成樹脂製の連結面材8とが一体化しているので、軽量で高強度の構造体となる。そして、ハニカムコア7は断熱性を有し、かつ合成樹脂製の連結面材8は耐候性などを有するので、断熱性能、耐候性などを必要とする貯水槽、あるいは外気等の影響を遮断する貯槽等構築物の合成樹脂製のドーム屋根2に適した構造となる。
【0023】
また、上記連結面材8として、例えば、鋼材、アルミニウム材などの金属材を用いて、金属製のドーム屋根2に形成した場合には、軽量で剛性が高いハニカムコア7と、その上面に被覆固着形成した金属製の連結面材8とが一体化し、高強度の構造体となる。そして、従来の金属製のドーム屋根のような頑強で大掛かりな屋根骨を設ける必要がないので、経済性に優れた金属製のドーム屋根となる。また、ハニカムコア7は断熱性を有し、かつ金属製の連結面材8は不燃性、耐火性などを有するので、断熱性能、耐火性などを必要とする低温貯槽、保温貯槽、あるいは外気温等の影響を遮断する貯槽等構築物の金属製のドーム屋根2に適した構造となる。
【0024】
さらにまた、上記連結面材8として、例えば、モルタル構造体、コンクリート構造体等の板材などを用いて、コンクリート製のドーム屋根2に形成した場合には、軽量で剛性が高いハニカムコア7と、その上面に被覆固着形成したコンクリート製の連結面材8とが一体化し、高強度のコンクリート製のドーム屋根2となる。そして、ハニカムコア7は断熱性を有し、かつコンクリート製の連結面材8は、耐熱性、耐候性などを有するので、断熱性能、耐候性などを必要とする貯水槽、あるいは外気等の影響を遮断する貯槽等構築物のコンクリート製のドーム屋根2に適した構造となる。
【0025】
図2は、上記ドーム屋根2の構築方法を示す部分断面説明図で、この図2に基づいて、ドーム屋根2の構築法の施工手順について説明する。
【0026】
図2に示すように、空気圧によって緊張させた可撓膜体5の上面に、接着剤9を施工する。この接着剤9が硬化しないうちに、この接着剤9の上に、圧縮状態に折畳まれた状態のハニカムコア7を展開しながら載置し、可撓膜体5の上面にこのハニカムコア7を固着させる。次いで、このハニカムコア7の上面に、板状の連結面材8を配設固着する。なお、この連結面材8の裏面には、接着剤10を施工しておき、この接着剤10が硬化しないうちに、ハニカムコア7の上面にこの連結面材8を当接し、適切な押圧力を加えて固着結合する。
【0027】
可撓膜体5の上面に施工する接着剤9、及び連結面材8の裏面に施工する接着剤10は、例えばフェノール系、エポキシ系、ゴム系等の接着剤、あるいは溶着タイプの接着剤等があり、可撓膜体5とハニカムコア7、及びハニカムコア7と連結面材8の、相互の材質に適する接合性に優れた接着剤を選択する。
【0028】
上記、可撓膜体5の上にて施工するドーム屋根2の構築法においては、足場及び施工位置が安定した可撓膜体5の上で安全に施工することができる。また、ハニカムコア7を展設する際には、ハニカムコア7は軽量であるため、重量及び荷重によって可撓膜体5が局部的に凹むこともない。そして、ハニカムコア7の上面に、軽い薄板状の連結面材8を配設する作業もやり易い。また、ドーム屋根2全体の重量及び荷重も大きくないので、大形構築物のドーム屋根の建設が容易となる。さらに、可撓膜体5を緊張させる空気圧を低減することも可能となり、送風設備を軽減することができる。
【0029】
また、上記施工に使用するハニカムコア7は、圧縮され折り畳んだ状態で運搬するので、輸送中にかさばらず、かつ軽量であるため運搬し易く運送費用もかからない。また、可撓膜体5上へ施工する際にも、折り畳んだ状態の軽量なハニカムコア7は、取扱い易いので展設作業の能率が向上する。
【0030】
さらにまた、ハニカムコア7は、展設の際に割球殻形状の可撓膜体5の表面に沿って広げ易く、形状になじませて密接することができるので、必ずしも上面及び下面の形状を割球殻形状に揃えるように成形する必要はなく、そのまま可撓膜体5上に載置した状態で割球殻形状が得られ、美観に優れたドーム形状にすることができる。なお、ハニカムコア7は、折り畳んだ状態で運搬し展開しながら施工することに限定されず、あらかじめ工場などで展開しておいて、展開状態のハニカムコア7を運搬し易く梱包し、かつ取扱い易く配設が容易となるように仮固定などして形成したものであってもよい。
【0031】
図3は、上面に連結面材8を被覆固着したハニカムコア7を用いて、ドーム屋根を構築する方法を示す部分断面説明図で、この図3に基づいて、施工手順について説明する。
【0032】
このハニカムコア7は、あらかじめ工場又は貯槽の敷地近傍などにおいて、展開させたハニカムコア7の上面に、ドーム屋根の曲率に合わせて湾曲させた連結面材8を、接着剤11によって固着して合成パネル構造体に形成したものである。なお、このハニカムコア7の下面には、形状を拘束する硬質の連結面材などは設けることなく、可撓膜体5の割球殻形状の湾曲面に対して追従する形状変形可能な状態にしておく。
【0033】
図3に示すように、割球殻形状に緊張させた可撓膜体5の上面に接着剤9を施工し、硬化する前のこの接着剤9の上に、上記合成パネル構造体に形成した連結面材8付のハニカムコア7を載置し、連結面材8の上から適切な押圧力を加えて固着する。この施工の際に、ハニカムコア7の下面は、可撓膜体5の割球殻形状の湾曲面に対して自在に追従し変形して、すき間なく密着して硬化するので、一体化による剛性が向上する。
【0034】
なお、合成パネル構造体のハニカムコア7同士の連結は、図示省略するが、例えば、ハニカムコア7同士の対向する周縁外面に、接着力の強い接着剤、隙間を埋めるシーリング材、弾力性を有するパッキング材などを設け、隙間なく密着させ、かつ、その上部の連結面材8同士の端縁は、接着あるいは連結部材などを用いた方法で連結する。あるいはまた、ハニカムコア7の周縁近傍に連結用開口枠を設け、この連結用開口枠内にボルトナットなどの連結用部材を設け、この連結用開口枠内に設けた連結用部材を用いてハニカムコア7同士を連結する構造にしてもよい。
【0035】
上記のように、ハニカムコア7の上面に連結面材8を被覆固着し一体化して合成パネル構造体に形成したハニカムコア7は、標準化や規格化などしておいて、あらかじめ工場などで能率良く簡単容易に製作することができる。また、ハニカムコア7は合成パネル構造体となっているので、可撓膜体5上での配列及び連結作業もやり易く、簡単容易に作業能率良く短期間に施工することができる。
【0036】
なお、図示省略するが、ハニカムコアの上下両面に表面板を固着し、かつハニカムコアの側部に縁材を埋設し、さらに割球殻のドーム形状に曲率を合わせたハニカムパネルに形成しておいて、このハニカムパネルを可撓膜体上に配置し、このハニカムパネルの縁材相互を連結固着してドーム屋根を構築するように形成してもよい。このハニカムパネルを用いたドーム屋根の構築法は、ハニカムパネルの製作の能率化と、このハニカムパネルの施工作業の能率化をさらに向上することができる。また、ドーム屋根を構築した後に、可撓膜体を取り外して再使用することも可能となる。
【0037】
【発明の効果】
叙述の説明で明らかなように、この発明のドーム屋根は、貯槽等構築物の側壁上端部に固着した最内側の可撓膜体と、該可撓膜体の上面に被覆固着したハニカムコアと、該ハニカムコアの上面に被覆固着した連結面材とで形成したので、屋根内壁面は耐食性を有する可撓膜体に被覆されるとともに、その上面には軽量で剛性の高いハニカムコアが密着し、このハニカムコアの上面には耐候性などを有する連結面材が密着し一体強固に固着結合しているため、軽量かつ高強度で耐久性に優れ、かつ曲率が均一で割球殻形状に近い美観に優れたドーム屋根となる。また、ハニカムコアは中空体で断熱性にも優れているため、断熱性を必要とする低温貯槽、保温貯槽、あるいは外気温等の影響遮断を必要とする貯槽等構築物にも適したドーム屋根となる。
【0038】
また、ドーム屋根は軽量であるので、このドーム屋根を支持する側壁上端部を簡素化することができ、延いては側壁の厚さを薄くすることもできるため、より経済的な貯槽等構築物が得られる。
【0039】
ドーム屋根を形成する最内側の可撓膜体の周縁を固着し、該可撓膜体の下部に空気を導入して緊張させ、該緊張した可撓膜体上にハニカムコアを展開固着し、該ハニカムコア上面に連結面材を配設固着して構築するか、又は、上記緊張した可撓膜体上に、連結面材を被覆固着したハニカムコアを配設固着して構築するこの発明に係るドーム屋根の構築法は、ハニカムコアなどの屋根部材の重量が軽く、かつ施工する際の重量も軽く荷重も小さいので、足場及び施工位置が安定した可撓膜体上での作業性が良く、作業能率良く短期間に施工することができる。また、部分的な偏荷重がかかることがないので、可撓膜体が局部的に凹むことがなく、曲率が均一で割球殻形状に近く美観に優れたドーム形状にすることができる。また、屋根重量及び構築時の荷重が小さいので、大形構築物の建設も容易となり、可撓膜体を支える空気圧を低減することも可能で、送風設備を小さくすることができる。さらに、作業時に可撓膜体を損傷するおそれがなく、構築時の安全性も向上する。
【0040】
また、上記折り畳んだ状態のハニカムコアを可撓膜体上で展開固着して施工する構築法では、このハニカムコアは圧縮され折り畳んだ状態で運搬するので、輸送中にかさばらず、かつ軽量であるため運搬し易く運送費用もかからない上に、可撓膜体上への施工時にも、折り畳んだ状態の軽量なハニカムコアは、取扱い易いので展設作業の能率が向上する。さらにまた、このハニカムコアは、展設の際に割球殻形状の可撓膜体の表面に沿って広げ易く、形状になじんで密接させることができるので、必ずしも上面及び下面の形状を割球殻形状に揃えるように成形する必要はなく、そのまま載置した状態で割球殻形状が得られ、美観に優れたドーム形状にすることができる。
【0041】
また、上記連結面材を被覆固着したハニカムコアを配設固着して構築する方法では、この連結面材を被覆固着したハニカムコアは、あらかじめ工場などで合成パネル構造体に能率良く製作することができる。また、この連結面材を被覆固着したハニカムコアは、可撓膜体上での配列及び連結作業もやり易く、作業能率良く施工することができる。
【図面の簡単な説明】
【図1】 この発明に係るドーム屋根を設けた貯槽の実施形態例を示す縦断面説明図である。
【図2】 この発明に係るドーム屋根の構築状況を示す部分断面説明図である。
【図3】 この発明に係るドーム屋根の構築状況の他の実施形態例を示す部分断面説明図である。
【図4】 エアードーム工法で構築する従来のドーム屋根の施工状況を示す縦断面説明図である。
【符号の説明】
1 貯槽 2 ドーム屋根
3 底版 4 側壁
5 可撓膜体 6 送風機
7 ハニカムコア 8 連結面材
9 接着剤 10 接着剤
11 接着剤
101 貯槽
102 ドーム屋根
102A コンクリート製のドーム屋根 102B 金属製のドーム屋根
103 底版 104 側壁
105 可撓膜体 106 送風機
107 屋根部材
107A コンクリート製の屋根部材 107B 金属製の屋根部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a dome roof that covers an upper part of a structure such as a storage tank for storing various stored items such as liquids such as water and petroleum, low-temperature liquefied gas, digestion gas, powder, and granular materials, and a method for constructing the same.
[0002]
[Prior art]
A conventional dome roof 102 covering the upper part of a structure such as a storage tank will be described based on a longitudinal sectional view of the storage tank 101 shown in FIG. 4 as an example. The storage tank 101 is formed of a flat bottom circular bottom plate 103, a cylindrical side wall 104 standing near the outer periphery of the bottom plate 103, and a blast-shell-shaped dome roof 102 covering the top of the side wall 104. Yes. The bottom plate 103, the side wall 104, and the dome roof 102 are formed by a concrete structure or a metal structure, or a combination of a concrete structure and a metal structure.
[0003]
As a construction method for constructing the dome roof 102, as shown in FIG. 4, the peripheral edge of the flexible film body 105 covering the upper portion of the storage tank 101 is airtightly fixed to the upper end portion of the side wall 104, and the blower 106 is used. Then, there is a method of introducing air into the lower part of the flexible film body 105 and making it tense, and constructing the roof member 107 on the upper part of the tense flexible film body 105, that is, a construction method constructed by an air dome method. The flexible film body 105 is made of a flexible film material obtained by coating a fiber fabric with a resin material or the like.
[0004]
In the case of a concrete dome roof 102A constructed by the air dome construction method, a mortar and a reinforced concrete are placed on the upper surface of the flexible film body 105 in a state of being tensed into a dome shape of a blastomer shell. The roof member 107A is cast and formed into a dome shape of a blastomer shell, and, in the case of a metal dome roof 102B, on the flexible film body 105 that is strained into a dome shape of a substantially split sphere shell. The roof member 107B made of a metal aggregate and a plate material is disposed to form a dome shape having a substantially blastomer shell.
[0005]
[Problems to be solved by the invention]
In the case of the concrete dome roof 102A among the conventional dome roofs 102, since the wall thickness of the concrete roof member 107A is thick and heavy, the upper end of the side wall 104 supporting the dome roof 102A is On a large scale, the wall thickness of the side wall 104 has also increased. When the concrete dome roof 102A is constructed by the above air dome construction method, when a partial load is applied to the flexible film body 105 that is tensioned by receiving air pressure, it is locally recessed and becomes an uneven shape. There was a risk of becoming. Therefore, in order to prevent local deformation and to support a large load, it is necessary to increase the air pressure, and it is difficult to construct a large structure.
[0006]
In addition, since the metal dome roof 102B among the conventional dome roofs 102 has a welded structure, when welding the metal aggregate and the plate roof member 107B, welding sparks and heat There is a concern that the flexible film body 105 may be damaged.
[0007]
The present invention has been made in view of the above-described problems of the prior art, and provides a dome roof having a light weight, a simple structure, and a high strength, and is easy and easy to assemble and constructed in a short period of time with high work efficiency. It is intended to provide a method for constructing a dome roof.
[0008]
[Means for Solving the Problems]
The dome roof according to the present invention is a dome roof that covers an upper part of a structure such as a storage tank, and the dome roof includes an innermost flexible film body fixed to an upper end of a side wall of the structure such as a storage tank, and the flexible film. A honeycomb core coated and fixed on the upper surface of the body, and a connecting surface material coated and fixed on the upper surface of the honeycomb core.
[0009]
Further, the construction method of the dome roof according to the present invention is a construction method of the dome roof that covers the upper part of the structure such as a storage tank, and the innermost flexible structure that forms the dome roof at the upper end of the side wall of the structure such as the storage tank. The peripheral edge of the film body is fixed, air is introduced into the lower part of the flexible film body to be tensioned, the honeycomb core is spread and fixed on the tensioned flexible film body, and a connecting surface material is arranged on the upper surface of the honeycomb core. It is constructed by installing and fixing, or by arranging and fixing a honeycomb core coated and fixed with a connecting face material on the tensioned flexible film body.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
Based on FIG. 1 thru | or FIG. 3, the example of embodiment of the dome roof which concerns on this invention, and its construction method is demonstrated.
[0011]
As illustrated in FIG. 1, the storage tank 1 includes a flat bottom circular bottom plate 3, a cylindrical side wall 4 standing upright in the vicinity of the outer peripheral edge of the bottom plate 3, and a blastomer shell-shaped dome covering the top of the side wall 4. It is formed from the roof 2. The dome roof 2 includes an innermost flexible film body 5 hermetically fixed to the upper end of the side wall 4, a honeycomb core 7 coated and fixed on the upper surface of the flexible film body 5, and an upper surface of the honeycomb core 7. It is formed from the connecting face material 8 which is covered and fixed to the surface.
[0012]
As shown in FIG. 1, the dome roof 2 having the blastomer shell shape is constructed by an air dome construction method using an air film. The flexible film body 5 is tensed by the air pressure, and the honeycomb core 7 and the connecting surface material 8 are disposed and fixed on the top surface of the tensed flexible film body 5.
[0013]
The flexible film body 5 as a member forming the dome roof 2 is made of a film material obtained by coating a fiber fabric with a resin material or the like, for example, a fiber fabric such as glass fiber, polyamide fiber, or polyester fiber. This is a flexible film material coated with a resin material such as resin, vinyl chloride resin, chloroprene rubber, or fluororesin. This flexible membrane body 5 has corrosion resistance and durability against the contents to be stored, and covers and protects the roof inner wall surface.
[0014]
The honeycomb core 7 which is a member forming the dome roof 2 is a structure made up of a large number of hollow columnar bodies, for example, and is a honeycomb-like aggregate. The honeycomb core 7 is formed using, for example, a plastic material such as polypropylene resin, a paper material such as kraft paper, or a metal material such as an aluminum material.
[0015]
The honeycomb core 7 to be a hollow columnar assembly is manufactured by using a thin plate material such as a foil made of the above material, and applying an adhesive in a parallel straight line at a predetermined interval on the upper surface of the thin plate material, Overlay the next thin plate material on it, apply the adhesive on the upper surface by shifting it by a predetermined distance, and then repeatedly press the next thin plate material to form a block body, and this block body to a predetermined width This is done by cutting and unfolding this cut piece. The honeycomb core 7 manufactured in this manner is lightweight, excellent in compressive strength and shear strength by integrally forming a connecting plate material or the like on the upper and lower surfaces of the hollow columnar aggregate, and has a hollow body. It becomes a member excellent in heat insulation performance by the air layer effect.
[0016]
The connecting surface material 8 located on the outermost side forming the dome roof 2 is a material having light shielding properties, weather resistance, etc., for example, a plastic material such as a polyester resin, a synthetic resin material such as a fiber reinforced plastic material, or a steel material. Further, a thin metal plate such as an aluminum material, a stainless steel material, or a titanium alloy material, or a plate material such as a mortar structure or a concrete structure.
[0017]
Moreover, between each member which forms the said dome roof 2, ie, between the flexible film body 5 and the honeycomb core 7, and between the honeycomb core 7 and the connection surface material 8, for example, a phenol type, an epoxy type In addition, an adhesive such as rubber or a sealing member having adhesiveness is provided to firmly fix the gas tightly, liquid tightly and firmly.
[0018]
As described above, the dome roof 2 formed by firmly and firmly bonding the flexible film body 5, the honeycomb core 7, and the connecting face material 8 with an adhesive or the like is lightweight, high-strength, and excellent in durability. It becomes the dome roof 2.
[0019]
In addition, since the honeycomb core 7 has a hollow body structure and excellent heat insulation properties, it is a low-temperature storage tank that requires heat insulation, a heat insulation storage tank, or a structure that needs to shut off the environment inside and outside so as not to be affected by the outside air temperature. Also suitable for the dome roof 2 of.
[0020]
Although not shown, in order to further strengthen the integration of the flexible membrane body with the honeycomb core and the connecting face material, a connection member such as a tab or an anchor pin is fixed to the upper surface of the flexible membrane body. The connecting member may be formed so as to be bonded to the honeycomb core and the connecting surface material by binding or embedding. This connecting member is also suitable as an engaging member for positioning, temporarily fixing, or mounting when the honeycomb core is fixed to the upper surface of the flexible film body.
[0021]
In addition, although not shown, when a roofing reinforcing member, for example, a molding material having a cross-sectional L shape, a rectangular shape, or a U shape made of a metal material, FRP material, or the like, is used in combination with a honeycomb core, It has the role of an aggregate and can further improve rigidity.
[0022]
When the connecting surface material 8 is formed on the synthetic resin dome roof 2 using a synthetic resin material having heat resistance, weather resistance, etc., for example, a synthetic resin material such as a polyester resin or a fiber reinforced plastic material. The lightweight and highly rigid honeycomb core 7 and the synthetic resin connecting face material 8 formed on the upper surface of the honeycomb core 7 are integrated with each other, so that a lightweight and high-strength structure is obtained. The honeycomb core 7 has heat insulation properties, and the synthetic resin connecting face material 8 has weather resistance and the like, so that the influence of the water tank or the outside air that requires heat insulation performance and weather resistance is blocked. It becomes a structure suitable for the synthetic resin dome roof 2 of a structure such as a storage tank.
[0023]
Further, when the connecting face material 8 is formed on a metal dome roof 2 using a metal material such as steel or aluminum, for example, the lightweight and highly rigid honeycomb core 7 is coated on the upper surface thereof. The metal connection face material 8 that is fixedly formed is integrated to form a high-strength structure. And since it is not necessary to provide a strong and large roof bone like the conventional metal dome roof, it becomes a metal dome roof excellent in economy. Further, since the honeycomb core 7 has heat insulation properties and the metal connecting face material 8 has non-flammability, fire resistance, etc., the low temperature storage tank, the heat insulation storage tank, or the outside air temperature that requires heat insulation performance, fire resistance, etc. It becomes a structure suitable for the metal dome roof 2 of a structure such as a storage tank that blocks the influence of the above.
[0024]
Furthermore, when the connecting face material 8 is formed on a concrete dome roof 2 using, for example, a plate material such as a mortar structure or a concrete structure, the honeycomb core 7 is lightweight and highly rigid. The connecting surface material 8 made of concrete, which is covered and fixed on the upper surface thereof, is integrated into the dome roof 2 made of high-strength concrete. The honeycomb core 7 has a heat insulating property, and the connecting face material 8 made of concrete has a heat resistance, a weather resistance, and the like. It becomes a structure suitable for the dome roof 2 made of concrete of a structure such as a storage tank that blocks the water.
[0025]
FIG. 2 is a partial cross-sectional explanatory view showing the construction method of the dome roof 2, and the construction procedure of the construction method of the dome roof 2 will be described based on FIG. 2.
[0026]
As shown in FIG. 2, an adhesive 9 is applied to the upper surface of the flexible film body 5 that is tensioned by air pressure. Before the adhesive 9 is cured, the honeycomb core 7 in a compressed state is placed on the adhesive 9 while being unfolded, and is placed on the upper surface of the flexible film body 5. To fix. Next, a plate-like connecting face material 8 is disposed and fixed on the upper surface of the honeycomb core 7. Note that an adhesive 10 is applied to the back surface of the connecting surface material 8, and the connecting surface material 8 is brought into contact with the upper surface of the honeycomb core 7 before the adhesive 10 is cured, so that an appropriate pressing force is applied. Add and bond firmly.
[0027]
The adhesive 9 to be applied to the upper surface of the flexible film body 5 and the adhesive 10 to be applied to the back surface of the connecting surface material 8 are, for example, phenol-based, epoxy-based, rubber-based adhesives, or welding-type adhesives. Therefore, an adhesive having an excellent bondability suitable for each material of the flexible film body 5 and the honeycomb core 7 and between the honeycomb core 7 and the connecting face material 8 is selected.
[0028]
In the construction method of the dome roof 2 to be constructed on the flexible film body 5, the scaffold and the construction position can be safely constructed on the flexible film body 5. Further, when the honeycomb core 7 is spread, the honeycomb core 7 is lightweight, so that the flexible film body 5 is not locally recessed by weight and load. And the operation | work which arrange | positions the light thin-plate-like connection surface material 8 on the upper surface of the honeycomb core 7 is also easy to do. Further, since the weight and load of the entire dome roof 2 are not large, it is easy to construct a dome roof of a large structure. Furthermore, it becomes possible to reduce the air pressure that tensions the flexible membrane body 5, and the blower equipment can be reduced.
[0029]
Moreover, since the honeycomb core 7 used for the construction is transported in a compressed and folded state, the honeycomb core 7 is not bulky during transportation and is light in weight, so it is easy to transport and does not cost transportation. Further, when the construction is performed on the flexible film body 5, the lightweight honeycomb core 7 in the folded state is easy to handle, so that the efficiency of the spreading work is improved.
[0030]
Furthermore, since the honeycomb core 7 can be easily spread along the surface of the flexible film body 5 having a blastomer shell shape during the installation and can be brought into close contact with the shape, the shape of the upper surface and the lower surface is not necessarily limited. There is no need to form the blastomer shell so that the blastomer shell is placed on the flexible membrane 5 as it is. The honeycomb core 7 is not limited to being constructed while being transported and deployed in a folded state, and is unfolded in a factory or the like in advance, so that the expanded honeycomb core 7 can be easily transported, packaged, and easily handled. It may be formed by temporary fixing or the like so as to be easily arranged.
[0031]
FIG. 3 is a partial cross-sectional explanatory view showing a method of constructing a dome roof using the honeycomb core 7 having the connecting face material 8 covered and fixed on the upper surface, and the construction procedure will be described based on FIG.
[0032]
This honeycomb core 7 is synthesized by adhering a connecting face material 8 curved in advance according to the curvature of the dome roof to the upper surface of the expanded honeycomb core 7 in advance in the vicinity of the site of the factory or storage tank, etc., with an adhesive 11. It is formed in a panel structure. Note that the bottom surface of the honeycomb core 7 is not provided with a hard connecting surface material that restricts the shape, and can be deformed so as to follow the curved surface of the blastomer shell shape of the flexible film body 5. Keep it.
[0033]
As shown in FIG. 3, the adhesive 9 was applied to the upper surface of the flexible film body 5 that had been tensed into a blastomer shell, and the composite panel structure was formed on the adhesive 9 before being cured. The honeycomb core 7 with the connecting face material 8 is placed and fixed by applying an appropriate pressing force from above the connecting face material 8. In this construction, the lower surface of the honeycomb core 7 freely follows and deforms with respect to the curved surface of the blastomer shell shape of the flexible film body 5 and hardens by tightly adhering to each other. Will improve.
[0034]
The connection between the honeycomb cores 7 of the composite panel structure is not shown in the figure, but, for example, an adhesive having a strong adhesive force, a sealing material for filling a gap, and elasticity are provided on the outer peripheral surfaces of the honeycomb cores 7 facing each other. A packing material or the like is provided so as to be in close contact with each other, and the end edges of the upper connecting surface members 8 are connected by a method using adhesion or a connecting member. Alternatively, a connecting opening frame is provided in the vicinity of the peripheral edge of the honeycomb core 7, a connecting member such as a bolt and nut is provided in the connecting opening frame, and the connecting member provided in the connecting opening frame is used for the honeycomb. The cores 7 may be connected to each other.
[0035]
As described above, the honeycomb core 7 formed by integrally covering the upper surface of the honeycomb core 7 with the connecting face material 8 formed into a composite panel structure is efficiently standardized and standardized in advance in a factory or the like. It can be manufactured easily and easily. In addition, since the honeycomb core 7 has a synthetic panel structure, the arrangement and connection work on the flexible film body 5 can be easily performed, and the honeycomb core 7 can be easily and easily installed in a short time with high work efficiency.
[0036]
Although not shown in the figure, a surface panel is fixed to both the upper and lower surfaces of the honeycomb core, an edge material is embedded in the side portion of the honeycomb core, and a dome shape of the blastomer shell is formed into a honeycomb panel having a curvature. In this case, the honeycomb panel may be arranged on the flexible film body, and the rim roof may be formed by connecting and fixing the edges of the honeycomb panel together. The construction method of the dome roof using the honeycomb panel can further improve the efficiency of manufacturing the honeycomb panel and the efficiency of the construction work of the honeycomb panel. In addition, after the dome roof is constructed, the flexible film body can be removed and reused.
[0037]
【The invention's effect】
As is clear from the description, the dome roof of the present invention includes an innermost flexible film body fixed to the upper end of the side wall of the structure such as a storage tank, a honeycomb core coated and fixed to the upper surface of the flexible film body, Since it is formed with a connecting face material that is coated and fixed on the upper surface of the honeycomb core, the inner wall surface of the roof is covered with a flexible film body having corrosion resistance, and a lightweight and rigid honeycomb core is in close contact with the upper surface, Since the connecting surface material having weather resistance and the like is in close contact with the upper surface of the honeycomb core and is firmly fixed and bonded together, it is light weight, high strength, excellent durability, uniform curvature, and close to the shape of a blastomer shell. Excellent dome roof. In addition, since the honeycomb core is a hollow body and has excellent heat insulation properties, it has a dome roof suitable for low temperature storage tanks that require heat insulation, thermal insulation storage tanks, or storage tanks that need to block the influence of outside temperature, etc. Become.
[0038]
Moreover, since the dome roof is lightweight, the upper end of the side wall supporting the dome roof can be simplified, and the side wall can be made thinner. can get.
[0039]
Fixing the periphery of the innermost flexible membrane body forming the dome roof, introducing air into the lower portion of the flexible membrane body and tensioning, and spreading and fixing the honeycomb core on the tensioned flexible membrane body, In the present invention, a connecting face material is arranged and fixed on the upper surface of the honeycomb core, or a honeycomb core coated and fixed with a connecting face material is arranged and fixed on the tensioned flexible film body. The construction method of the dome roof is light in the weight of the roof member such as the honeycomb core, and is light in weight and light in load. Therefore, the workability on the flexible membrane body in which the scaffold and the construction position are stable is good. It can be constructed in a short time with good work efficiency. Moreover, since a partial unbalanced load is not applied, the flexible film body does not dent locally, and a dome shape having a uniform curvature, close to a blastomer shell shape and excellent in aesthetics can be obtained. Moreover, since the roof weight and the load at the time of construction are small, construction of a large-sized structure is facilitated, the air pressure supporting the flexible film body can be reduced, and the blower equipment can be made small. Furthermore, there is no risk of damaging the flexible membrane during work, and safety during construction is improved.
[0040]
Further, in the construction method in which the honeycomb core in the folded state is expanded and fixed on the flexible film body, the honeycomb core is transported in a compressed and folded state, so it is not bulky during transportation and is lightweight. Therefore, it is easy to transport and does not cost transportation, and the lightweight honeycomb core in the folded state is easy to handle even during construction on the flexible membrane body, so that the efficiency of the deployment work is improved. Furthermore, since this honeycomb core can be easily spread along the surface of the blastomer shell-shaped flexible film body during installation and can be brought into close contact with the shape, the shape of the upper surface and the lower surface is not necessarily the same. There is no need to form the shell so as to match the shape of the shell, and a blastomer shell shape can be obtained in a state where it is placed as it is, and a dome shape having an excellent aesthetic appearance can be obtained.
[0041]
Further, in the method of arranging and fixing the honeycomb core with the connection face material covered and fixed, the honeycomb core with the connection face material covered and fixed can be efficiently manufactured in advance in the synthetic panel structure at a factory or the like. it can. Further, the honeycomb core coated and fixed with the connecting face material can be easily arranged and connected on the flexible film body, and can be constructed with high work efficiency.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view illustrating an embodiment of a storage tank provided with a dome roof according to the present invention.
FIG. 2 is a partial cross-sectional explanatory view showing a construction state of a dome roof according to the present invention.
FIG. 3 is a partial cross-sectional explanatory view showing another embodiment of the construction state of the dome roof according to the present invention.
FIG. 4 is a longitudinal cross-sectional explanatory view showing a construction situation of a conventional dome roof constructed by an air dome method.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Storage tank 2 Dome roof 3 Bottom plate 4 Side wall 5 Flexible film body 6 Blower 7 Honeycomb core 8 Connecting surface material 9 Adhesive 10 Adhesive 11 Adhesive 101 Storage tank 102 Dome roof 102A Concrete dome roof 102B Metal dome roof 103 Bottom plate 104 Side wall 105 Flexible membrane 106 Blower 107 Roof member 107A Concrete roof member 107B Metal roof member

Claims (2)

貯槽等構築物の上部を被覆するドーム屋根であって、該ドーム屋根は、貯槽等構築物の側壁上端部に固着した最内側の可撓膜体と、該可撓膜体の上面に被覆固着したハニカムコアと、該ハニカムコアの上面に被覆固着した連結面材とで形成したことを特徴とするドーム屋根。A dome roof covering an upper part of a structure such as a storage tank, the dome roof comprising an innermost flexible film body fixed to an upper end of a side wall of the structure such as a storage tank, and a honeycomb fixed to the upper surface of the flexible film body A dome roof characterized by being formed of a core and a connecting surface material fixedly coated on the upper surface of the honeycomb core. 貯槽等構築物の上部を被覆するドーム屋根の構築法であって、上記貯槽等構築物の側壁上端部に該ドーム屋根を形成する最内側の可撓膜体の周縁を固着し、該可撓膜体の下部に空気を導入して緊張させ、該緊張した可撓膜体上にハニカムコアを展開固着し、該ハニカムコア上面に連結面材を配設固着するか、又は、上記緊張した可撓膜体上に、連結面材を被覆固着したハニカムコアを配設固着するかして構築することを特徴とするドーム屋根の構築法。A method for constructing a dome roof for covering an upper part of a structure such as a storage tank, wherein a peripheral edge of an innermost flexible film body forming the dome roof is fixed to an upper end of a side wall of the structure such as a storage tank, and the flexible film body Introducing air into the lower part of the fiber and tensioning it, the honeycomb core is unfolded and fixed on the tensioned flexible film body, and the connecting face material is disposed and fixed on the upper surface of the honeycomb core, or the tensioned flexible film A method for constructing a dome roof, characterized in that a honeycomb core covered with a connecting face material is fixedly disposed on a body.
JP26874199A 1999-09-22 1999-09-22 Dome roof and its construction method Expired - Fee Related JP4089103B2 (en)

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KR100743936B1 (en) * 2006-08-11 2007-07-30 박홍욱 Reinforced materials with honeycomb type for earthquake-resistance, repair, rehabilitation of concrete structures
JP5815225B2 (en) * 2010-11-26 2015-11-17 シバタ工業株式会社 Storage warehouse seat
JP7387955B2 (en) * 2018-08-20 2023-11-29 トーヨーカネツ株式会社 insulation floor structure

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