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JP3604510B2 - Simultaneous installation of double membrane - Google Patents
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JP3604510B2 - Simultaneous installation of double membrane - Google Patents

Simultaneous installation of double membrane Download PDF

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Publication number
JP3604510B2
JP3604510B2 JP17864596A JP17864596A JP3604510B2 JP 3604510 B2 JP3604510 B2 JP 3604510B2 JP 17864596 A JP17864596 A JP 17864596A JP 17864596 A JP17864596 A JP 17864596A JP 3604510 B2 JP3604510 B2 JP 3604510B2
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JP
Japan
Prior art keywords
membrane
roll
film
stretching
stretched
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JP17864596A
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Japanese (ja)
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JPH102132A (en
Inventor
宗一 木谷
祐一 齋藤
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Takenaka Corp
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Takenaka Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、屋根を外膜と内膜との二重構造とした膜構造物における二重膜の同時張設施工方法に関するものである。
【0002】
【従来の技術】
屋根を外膜と内膜との二重構造とした膜構造物は、既に知られているが、このように二重膜とする主な理由は、外膜の内面に生ずる結露の雫を内膜に受けて排除すること、外膜上に積もる雪を外膜と内膜との間に暖気を通すことで滑落させること等にある。
この場合の二重膜の張設施工は、通常、膜材張設用鉄骨架構において、まず、内膜のみを張設し、次いで、外膜を張設している。
【0003】
【発明が解決しようとする課題】
しかし、このような施工では、
▲1▼ 平面上の同じ場所を同様の方法で二度施工する必要があり、取り付けに要する工数が大きい。
▲2▼ 膜工事は高所での作業となることが多い上に、上述のように平面上同じ場所を二度施工するので、作業の危険性が高い。
▲3▼ 膜張設工程に長時間を要するため、内部仕上げ工事に対し雨水侵入等の悪影響を及ぼし易い。
▲4▼ 大型揚重機の拘束時間が長くなる。
▲5▼ 総じて、かなりのコスト高となる。
等の問題点があつた。
そこで、本発明は、二重膜を同時施工することで、膜の張設工程を低減し、高所作業を少なくして、張設効率及び安全性の向上を図り、併せて、コストダウンを得ようとするものである。
【0004】
【課題を解決するための手段】
上記目的達成のため、請求項1の発明は、工場乃至現場サイトにて、外膜と内膜とを重ねて一緒にロール状に巻き取り、この巻き取りロールを取り付け現場に搬入し、該取り付け現場にて、その巻き取りロールから上記外膜と内膜とを同時に引き出して膜材張設架構に展張することで、相互間に空間を有する二重膜構造を同時に張設することを特徴とする。
【0005】
請求項2の発明は、工場乃至現場サイトにて、張設に要する所定幅で幅方向に一体の外膜と幅方向に二分割した内膜とを相互に外縁を揃えて重ねて一緒にロール状に巻き取り、この巻き取りロールを取り付け現場に搬入し、該取り付け現場にて、その巻き取りロールから上記外膜と内膜とを同時に引き出して両膜の外縁を共に膜材張設架構に架設した後、その外膜の中間部を下方へと引き込みし、かつ、上記内膜の左右両内縁を接合させて下方へと引き込みすることで、相互間に空間を有する二重膜構造を同時に張設することを特徴とする。
【0006】
請求項3の発明は、上記請求項1又は請求項2の発明にあって、巻き取りロールを移動式スプレッダーに装備させて、該移動式スプレッダーを膜材張設架構上に位置させるとともに、その膜材張設架構に沿って移動させつつ外膜と内膜とを上記巻き取りロールから同時に引き出して膜材張設架構に張設することを特徴とする。
【0007】
請求項4の発明は、上記請求項1、請求項2又は請求項3の発明にあって、巻き取りロールを吊上げ式スプレッダーに装備させて、該吊上げ式スプレッダーを揚重機で吊り上げて膜材張設架構の上方に位置させるとともに、その膜材張設架構に沿って移動させつつ外膜と内膜とを上記巻き取りロールから同時に引き出して膜材張設架構に張設することを特徴とする。
【0008】
また、請求項5の発明は、上記請求項1、請求項2、請求項3又は請求項4の発明にあって、巻き取りロールから同時に引き出した外膜と内膜との外縁を、膜材張設架構に対して、膜定着ボルト・ナットでまず仮止めし、所要範囲の仮止め終了後、各部につき総合的に位置調整をし、次いで、それらの膜定着ボルト・ナットを本締めして架設することを特徴とする。
【0009】
【発明の実施の形態】
図面は、上記請求項1乃至請求項5の発明に係る実施の形態を示している。 図1は、外膜1を張設に要する所定幅で幅方向に一体のものとし、内膜2を幅方向に二分割体としたものについての作業手順を示している。これを図1に従って説明する。
(1) 工場乃至現場サイトにて、張設に要する所定幅で、幅方向に一体の外膜1と、幅方向に二分割した内膜2とを、相互に外縁を揃えて重ねて一緒にロール状
に巻き取り、この巻き取りロール3を取り付け現場に搬入する。
(2) 取り付け現場では、その巻き取りロール3から外膜1と内膜2とを同時に引き出して両膜1,2の外縁を共に膜材張設架構4の上位部材5に架設した後、その外膜1の中間部を膜材張設架構4の下位部材6から起立させたタイロッド
7等により外膜用押さえケーブル8等を介して下方へと引き込みする。
(3) 続いて、内膜2における左右の内膜材9,10の両内縁を水密に接合させるとともに、内膜用押さえケーブル11等を介して上記タイロッド7等の中間点に連繋させることにより下方へと引き込みし、もって、外膜1と内膜2とが大小に角度の異なるV字状をなし、かつ、相互間に空間12を有する二重膜構造を同時
に張設する。
なお、ここでは、内膜2を二分割体としたが、一体のものでも同様に施工できる。ただし、この場合には、外膜1に比較して広幅の内膜2は、適宜に畳み込んでロール状に巻き取る必要がある。また、タイロッド7等、外膜用押さえケーブル8等を組み付けるためには、内膜2の要所にスリット等を形成すればよい。
【0010】
取り付け現場での展張用手段には、その一つとして、図2、図3に示す移動式スプレッダー13による場合がある。この場合は、上記巻き取りロール3を移動式スプレッダー13に装備させて、該移動式スプレッダー13を膜材張設架構4の上位部材5上に位置させるとともに、該上位部材5上を膜材張設架構4に沿ってチルクライマー14によりゆっくりと移動させつつ、外膜1と内膜2とをその巻き取りロール3から同時に引き出して、膜材張設架構4に張設する。この移動式スプレッダー13は、傾斜の度合いが比較的小さい箇所に適している。
【0011】
展張用手段の他の一つとして、図4に示す吊上げ式スプレッダー18による場合がある。この場合は、上記巻き取りロール3を吊上げ式スプレッダー18に装備させて、該吊上げ式スプレッダー18を揚重機19で吊り上げて膜材張設架構4の上方に位置させるとともに、その膜材張設架構4に沿って移動させつつ、外膜1と内膜2とをその巻き取りロール3から同時に引き出して、膜材張設架構4に張設する。この吊上げ式スプレッダー18は、移動式スプレッダー13の使用が困難な、傾斜の度合いが比較的大きな箇所に適している。
【0012】
なお、移動式スプレッダー13及び吊上げ式スプレッダー18の移動は、常に移動方向に対し直角を維持させ、これを確認しながら5m程度を1単位として行うとよい。移動式スプレッダー13において、膜材張設架構4の上位部材5の間隔が変化する場合には、車輪幅を適時に調整して行く。
図2、図3、図4において、15,16,17は、仮設吊り足場である。
【0013】
如上の同時張設施工方法を適用する構造物の具体例としては、図5乃至図16に示す各種競技施設、体育館等に適したドーム型の膜構造物がある。
このドーム型膜構造物は、図5乃至図7に示すように、鉄骨によるドーム型の膜材張設架構4を構築し、この膜材張設架構4の上に前述のようにして外膜1と内膜2とを同時に張設する。
この膜材張設架構4は、図6乃至図8に示すように、それぞれ一対の平行部材から成る上弦材21、下弦材22と(図3参照)、それらの平行部材間に挟着状に組み付けた束材23及びブレース材24とから成る大小の彎曲トラス20を、所定間隔に配列するとともに、各束材23の中間部において、それぞれ一対の平行部材から成る短辺アーチ材25を直交させて、全体形状をドーム型に形成する。
各上弦材21の上には、それぞれ桁材26を付設し、これらの桁材26を前記上位部材5とし、かつ、それらの短辺アーチ材25を前記下位部材6として、外膜1と内膜2とを同時張設する。
図5、図6において、27は、適所に設けた頂部換気口部である。
【0014】
桁材26には、図9に示すように、上面の縁部に所定ピッチで多数の膜定着ボルト28を溶接にて植設し、また、これらの桁材26の上面にベースゴムシート29を敷設する。なお、移動式スプレッダー13を使用する桁材26では、ベースゴムシート29を左右の二分割体として、移動式スプレッダー13の車輪を載せ得るようにするとよい。
【0015】
張設する重ねた外膜1と内膜2には、張設の強度、安定性等を確保するため、予め、両者の外縁に共用のロープ30(図9)を、外膜1の幅方向中央部に専用のロープ31(図13)を、また、内膜2における左右の内膜材9,10の両内縁にもそれぞれの専用のロープ32,33(図15)を、各々材長方向に付設しておく。
【0016】
そして、かかる外膜1と内膜2とによる巻き取りロール3を移動式スプレッダー13又は吊上げ式スプレッダー18により5m程度を単位として前述のようにして展張するが、この展張の際には、重ねた外膜1と内膜2とを同時に引き出し、図9に示すように、両者の外縁部を桁材26のベースゴムシート29上に載置するとともに、両者の外縁部にそれぞれの膜定着ボルト28を貫通させ、これらの膜定着ボルト28にゴムシート34、押さえ板35等を嵌め、ナット36を螺合させて、まずはその外縁部を仮止めし、次いでスプレッダーの移動した分だけ順次に位置調整して本締めして行く。また、それらの上をフラップ膜37等で覆う。
【0017】
外膜1の中間部には、図10、図11、図13、図14に示すように、上面に補強布38を当てて、該補強布38共々下面両側から横帯状の外膜定着プレート39を、ゴムシート40を介して断面Y字状となるように挟着させる。この挟着には、タイロッド7の位置においてはUプレート41(図10、図11)を、その他の各所ではU型吊り金物42(図13、図14)を、それぞれ両側の外膜定着プレート39の外側に当ててボルト・ナット43により締着する。
それらのU型吊り金物42には、図13、図14に示すように、外膜用押さえケーブル8を通し、この外膜用押さえケーブル8の適所には、図10、図11に示すように、ケーブルクランプ44を締め付け、該ケーブルクランプ44にはタイロッド7の上端に連設した羽子板プレート45を、ダンパープレート46を介してボルト・ナット47,48で接合し、そのタイロッド7の下端を膜材張設架構4の下位部材6たる短辺アーチ材25の適所に固定したアンカーベース49に、ナット50によりゴムワッシャー51及び平座金52を介して高さ調整可能に連繋させて、外膜用押さえケーブル8従って外膜1の中間部を下方へ引き込みする。
【0018】
内膜2における左右の内膜材9,10の内縁部は、タイロッド7の位置以外においては、図15に示すように、両側から防水シール53を介して水密に突き合わせ、両外側に横帯状の内膜定着プレート55をゴムシート54を介して挟着させる。この挟着には、各所でU型プレート56をそれぞれ両側の内膜定着プレート55の外側に当ててボルト・ナット57により定着する。また、タイロッド7の位置では、図10乃至図13に示すように、防水シール53の中間に上記羽子板プレート45を直交状に挿通させる。ただし、該部では、羽子板プレート45の存在で厚みが増すので、内膜定着プレート55を部分的に分割体とし、これらを別途にボルト・ナット58で直接的に締結する。
そして、それらのU型プレート56には、図15、図16に示すように、内膜用押さえケーブル11を通し、この内膜用押さえケーブル11を上記羽子板プレート45にワイヤークリップ59で固定して、内膜用押さえケーブル11従って内膜2の中間部をタイロッド7により下方へと引き込みする。ただし、外膜1と内膜2との間の調整は、上記ダンパープレート46と羽子板プレート45との連繋深度を調整することで行う。
【0019】
このように断面V字状の二重構造となった膜屋根の外膜1と内膜2との間の空間12には、暖気を通すようにする。これにより、外膜1上に積もる雪を滑落させることができる。また、内膜2は、外膜1の内面に生ずる結露の雫を受けて排除し、膜構造物内部へ垂れるのを防止する。
【0020】
【発明の効果】
請求項1乃至請求項5の発明によれば、外膜及び内膜の取り付け現場において、外膜と内膜とを重ねて一緒に巻き取った巻き取りロールから外膜と内膜とを同時に引き出して膜材張設架構に展張し、相互間に空間を有する二重膜構造を同時に張設するので、
▲1▼ 平面上の同じ場所を同様の方法で二度施工する必要はなく、取り付けに要する工数を大幅に削減することができる。
▲2▼ 高所での作業が少なくなり、作業の危険性を低減させることができる。
▲3▼ 膜張設工程を大幅に削減できて、工期を短縮でき、内部仕上げ工事における雨水侵入等の悪影響を少なくできる。
▲4▼ 大型揚重機の拘束時間を短縮でき、延べ台数を減らすことができる。
▲5▼ 仮設工事を大幅に低減できる。
▲6▼ 総じて、大幅にコストダウンできる。
▲7▼ 類似工事への水平展開が期待できる。
【0021】
加えて、請求項2の発明によれば、内膜を二分割にしているので、内膜の張設に要する幅が広くとも、ロール状の巻き取りに当たり外膜と内膜を支障なく容易に重ねることができ、かつ、その巻き取りも容易に行える。
しかも、二分割体の自在性から張設作業が容易に行える。
【0022】
更に、請求項3の発明によれば、巻き取りロールを移動式スプレッダーに装備させて、該移動式スプレッダーを膜材張設架構上で該膜材張設架構に沿って移動させつつ外膜と内膜とを上記巻き取りロールから同時に引き出して膜材張設架構に張設するので、傾斜の度合いが比較的小さな箇所において、その展張作業を機械的に円滑に、容易に、迅速に、しかも、安全に行える。
【0023】
また、請求項4の発明によれば、巻き取りロールを吊上げ式スプレッダーに装備させて、該吊上げ式スプレッダーを揚重機で吊り上げて膜材張設架構の上方に位置させるとともに、その膜材張設架構に沿って移動させつつ外膜と内膜とを上記巻き取りロールから同時に引き出して膜材張設架構に張設するので、傾斜の度合いが大きい箇所であっても、その展張作業を機械的に円滑に、容易に、迅速に、かつ、安全に行える。
【0024】
そして、請求項5の発明によれば、巻き取りロールから同時に引き出した外膜と内膜との外縁を、膜材張設架構に対して、膜定着ボルト・ナットでまず仮止めし、所要範囲の仮止め終了後、各部につき総合的に位置調整をし、次いで、それらの膜定着ボルト・ナットを本締めして架設するので、外膜及び内膜をバランスよく適正に張設することができる。
【図面の簡単な説明】
【図1】本発明の二重膜の同時張設施工方法に係る実施の形態を示す作業手順説明図である。
【図2】同実施の形態における移動式スプレッダーによる作業状態を示す説明斜視図である。
【図3】図2における截断正面図である。
【図4】同実施の形態における吊上げ式スプレッダーによる作業状態を示す説明斜視図である。
【図5】本発明の二重膜の同時張設施工方法を採用したドーム型の膜構造物を示す平面図である。
【図6】図5のA−A線断面図である。
【図7】図5のB−B線断面図である。
【図8】図6の一部を拡大して示す截断正面図である。
【図9】図8の要部を更に拡大して示す截断正面図である。
【図10】図8の他の要部を更に拡大して示す截断正面図である。
【図11】図10に示す部分の截断側面図である。
【図12】図11のC−C線拡大断面図である。
【図13】同膜構造物の外膜の幅方向中央部分でかつタイロッド非接合部における拡大縦断正面図である。
【図14】図13に示す部分の截断側面図である。
【図15】同膜構造物の内膜の幅方向中央部分でかつタイロッド非接合部における拡大縦断正面図である。
【図16】図15に示す部分の截断側面図である。
【符号の説明】
1…外膜 2…内膜
3…巻き取りロール 4…膜材張設架構
5…上位部材 6…下位部材
7…タイロッド 8…外膜用押さえケーブル
9,10…内膜材 11…内膜用押さえケーブル
12…空間 13…移動式スプレッダー
14…チルクライマー 15,16,17…仮設吊り足場
18…吊上げ式スプレッダー 19…揚重機
20…彎曲トラス 21…上弦材
22…下弦材 23…束材
24…ブレース材 25…短辺アーチ材
26…桁材 27…頂部換気口部
28…膜定着ボルト 29…ベースゴムシート
30,31,32,33…ロープ 34…ゴムシート
35…押さえ板 36…ナット
37…フラップ膜 38…補強布
39…外膜定着プレート 40…ゴムシート
41…Uプレート 42…U型吊り金物
43…ボルト・ナット 44…ケーブルクランプ
45…羽子板プレート 46…ダンパープレート
47,48…ボルト・ナット 49…アンカーベース
50…ナット 51…ゴムワッシャー
52…平座金 53…防水シール
54…ゴムシート 55…内膜定着プレート
56…U型プレート 57,58…ボルト・ナット
59…ワイヤークリップ
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a method for simultaneously stretching a double membrane in a membrane structure in which a roof has a dual structure of an outer membrane and an inner membrane.
[0002]
[Prior art]
A membrane structure in which the roof has a dual structure of an outer membrane and an inner membrane is already known, but the main reason for using such a double membrane is to prevent the formation of dew condensation on the inner surface of the outer membrane. The purpose is to remove the snow by receiving it on the membrane, and to slide down snow accumulated on the outer membrane by passing warm air between the outer membrane and the inner membrane.
In this case, the double membrane is usually stretched by first stretching only the inner membrane and then stretching the outer membrane in the steel frame for stretching the membrane material.
[0003]
[Problems to be solved by the invention]
However, in such construction,
{Circle around (1)} The same place on a plane needs to be constructed twice by the same method, and the man-hour required for mounting is large.
{Circle over (2)} In many cases, membrane work is performed at a high place, and since the same place on a plane is constructed twice as described above, there is a high risk of work.
{Circle around (3)} Since the film stretching process takes a long time, it is likely to have an adverse effect such as rainwater intrusion on the internal finishing work.
(4) The restraint time of the large hoist becomes longer.
(5) In general, the cost is considerably high.
And so on.
Thus, the present invention reduces the film stretching process by simultaneously constructing a double film, reduces work at a high place, improves the stretching efficiency and safety, and also reduces the cost. It is what we are trying to get.
[0004]
[Means for Solving the Problems]
In order to achieve the above object, the invention according to claim 1 is characterized in that an outer membrane and an inner membrane are superimposed and wound into a roll together at a factory or a site, and the winding roll is carried into an installation site and the installation is performed. At the site, the outer membrane and the inner membrane are simultaneously pulled out from the take-up roll and stretched on a membrane material stretching frame, whereby a double membrane structure having a space between them is simultaneously stretched. I do.
[0005]
The invention according to claim 2 is that, at a factory or a site, the outer membrane integrated in the width direction at a predetermined width required for stretching and the inner membrane divided into two in the width direction are overlapped and rolled together with their outer edges aligned. The take-up roll is carried into the installation site, and the outer film and the inner film are simultaneously pulled out from the take-up roll at the installation site, and the outer edges of both films are both formed into a film material extending frame. After erection, the middle part of the outer membrane is pulled down, and the left and right inner edges of the inner membrane are joined together and pulled down, thereby simultaneously forming a double membrane structure having a space between them. It is characterized by being stretched.
[0006]
According to a third aspect of the present invention, in the first or second aspect of the present invention, the take-up roll is mounted on a movable spreader, and the movable spreader is positioned on a film material stretching frame. The outer film and the inner film are simultaneously pulled out from the winding roll while being moved along the film material stretching frame, and stretched on the film material stretching frame.
[0007]
According to a fourth aspect of the present invention, in the first, second or third aspect of the present invention, the take-up roll is mounted on a lifting type spreader, and the lifting type spreader is lifted by a hoist to stretch the film material. The outer film and the inner film are simultaneously pulled out from the winding roll while being moved along the film material extending frame while being positioned above the installation frame, and stretched onto the film material installation frame. .
[0008]
According to a fifth aspect of the present invention, in the first, second, third, or fourth aspect of the present invention, the outer edge of the outer membrane and the inner membrane simultaneously drawn from the winding roll is formed by a film material. First, temporarily fix the tension frame with the film fixing bolts and nuts. After the temporary fixing of the required range is completed, adjust the position of each part comprehensively, and then fully tighten the film fixing bolts and nuts. It is characterized by being erected.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
The drawings show the embodiments according to the first to fifth aspects of the present invention. FIG. 1 shows a work procedure in which the outer membrane 1 is integrated in the width direction at a predetermined width required for stretching, and the inner membrane 2 is divided into two pieces in the width direction. This will be described with reference to FIG.
(1) At a factory or site, an outer membrane 1 integrated in the width direction and an inner membrane 2 divided in the width direction with a predetermined width required for stretching are overlapped together with their outer edges aligned. It is wound up in a roll shape, and the winding roll 3 is mounted and carried into the site.
(2) At the installation site, the outer membrane 1 and the inner membrane 2 are simultaneously pulled out from the winding roll 3 and the outer edges of the two membranes 1 and 2 are both erected on the upper member 5 of the membrane material extending frame 4. An intermediate portion of the outer membrane 1 is pulled downward by a tie rod 7 or the like standing upright from a lower member 6 of the membrane material extending frame 4 via an outer membrane holding cable 8 or the like.
(3) Subsequently, both inner edges of the left and right inner membrane materials 9 and 10 in the inner membrane 2 are joined in a water-tight manner, and are connected to an intermediate point of the tie rod 7 and the like via the inner membrane holding cable 11 and the like. As a result, the outer membrane 1 and the inner membrane 2 form a V-shape with different angles, and a double membrane structure having a space 12 therebetween is simultaneously stretched.
In this case, the inner membrane 2 is divided into two parts, but the integral part can be similarly constructed. However, in this case, the inner membrane 2, which is wider than the outer membrane 1, needs to be appropriately folded and wound into a roll. Further, in order to assemble the tie rod 7 or the like, the outer membrane holding cable 8 or the like, a slit or the like may be formed at a key portion of the inner membrane 2.
[0010]
As one of the means for expanding at the installation site, there is a case where a movable spreader 13 shown in FIGS. 2 and 3 is used. In this case, the take-up roll 3 is mounted on the movable spreader 13 so that the movable spreader 13 is positioned on the upper member 5 of the membrane stretching frame 4 and the upper member 5 is stretched on the membrane 5. While being slowly moved by the chill climber 14 along the installation frame 4, the outer membrane 1 and the inner membrane 2 are simultaneously pulled out from the winding roll 3 and stretched on the membrane material installation frame 4. The movable spreader 13 is suitable for a place where the degree of inclination is relatively small.
[0011]
Another example of the expanding means is a lifting type spreader 18 shown in FIG. In this case, the take-up roll 3 is mounted on a lifting-type spreader 18, the lifting-type spreader 18 is lifted by a lifting machine 19, and is positioned above the film-material mounting frame 4. The outer membrane 1 and the inner membrane 2 are simultaneously pulled out from the winding roll 3 while being moved along the inner wall 4, and are stretched on the membrane stretching frame 4. The lifting spreader 18 is suitable for a place where the use of the movable spreader 13 is difficult and the degree of inclination is relatively large.
[0012]
The movable spreader 13 and the lifting spreader 18 are preferably moved at a right angle to the moving direction at all times, and it is preferable to perform the movement in units of about 5 m while confirming this. In the movable spreader 13, when the distance between the upper members 5 of the film material extending frame 4 changes, the wheel width is adjusted in a timely manner.
2, 3, and 4, reference numerals 15, 16, and 17 denote temporary suspension scaffolds.
[0013]
As a specific example of the structure to which the above simultaneous stretching construction method is applied, there is a dome-shaped membrane structure suitable for various sports facilities, gymnasiums, and the like as shown in FIGS.
In this dome-shaped membrane structure, as shown in FIGS. 5 to 7, a dome-shaped membrane material extending frame 4 made of steel is constructed, and an outer membrane is formed on the membrane material extending frame 4 as described above. 1 and the intima 2 are simultaneously stretched.
As shown in FIGS. 6 to 8, the film material extending frame 4 includes an upper chord material 21 and a lower chord material 22 each comprising a pair of parallel members (see FIG. 3), and sandwiched between the parallel members. The large and small curved trusses 20 composed of the assembled bundle members 23 and the brace members 24 are arranged at predetermined intervals, and the short-side arch members 25 each composed of a pair of parallel members are orthogonally arranged at the intermediate portion of each bundle member 23. Thus, the entire shape is formed in a dome shape.
A girder member 26 is provided on each upper chord member 21, and these girder members 26 are used as the upper member 5, and their short side arch members 25 are used as the lower member 6. The film 2 is simultaneously stretched.
5 and 6, reference numeral 27 denotes a top ventilation port provided at an appropriate position.
[0014]
As shown in FIG. 9, a large number of film fixing bolts 28 are implanted at a predetermined pitch on the upper edge of the girder member 26 by welding, and a base rubber sheet 29 is provided on the upper surface of these girder members 26. Lay it. In the girder material 26 using the movable spreader 13, the base rubber sheet 29 may be divided into left and right parts so that the wheels of the movable spreader 13 can be mounted.
[0015]
In order to secure the strength, stability, and the like of the stretching, the common outer rope 1 (FIG. 9) is provided in advance in the width direction of the outer membrane 1 to secure the strength and stability of the stretching. A dedicated rope 31 (FIG. 13) is provided at the center, and dedicated ropes 32 and 33 (FIG. 15) are also provided at both inner edges of the left and right inner membrane materials 9 and 10 in the intima 2 in the material length direction. It is attached to
[0016]
Then, the winding roll 3 formed by the outer membrane 1 and the inner membrane 2 is spread by the movable spreader 13 or the lifting spreader 18 in a unit of about 5 m as described above. As shown in FIG. 9, the outer membrane 1 and the inner membrane 2 are simultaneously pulled out, and the outer edges of both are placed on the base rubber sheet 29 of the beam member 26, and the respective film fixing bolts 28 are attached to the outer edges of both. , A rubber sheet 34, a holding plate 35, etc. are fitted to these film fixing bolts 28, and a nut 36 is screwed in. First, the outer edge is temporarily fixed, and then the position is sequentially adjusted by the amount moved by the spreader. And then tighten it. In addition, these are covered with a flap film 37 or the like.
[0017]
As shown in FIGS. 10, 11, 13 and 14, a reinforcing cloth 38 is applied to the upper surface of the outer film 1 so that the outer cloth fixing plate 39 having a horizontal band shape is formed on both sides of the lower surface of the reinforcing cloth 38. Are sandwiched via a rubber sheet 40 so as to have a Y-shaped cross section. For this clamping, a U plate 41 (FIGS. 10 and 11) is provided at the position of the tie rod 7, a U-shaped hanging member 42 (FIGS. 13 and 14) is provided at other places, and the outer membrane fixing plates 39 on both sides are respectively provided. And tightened with bolts and nuts 43.
As shown in FIGS. 13 and 14, an outer membrane holding cable 8 is passed through the U-shaped hanging metal 42, and a proper position of the outer membrane holding cable 8 is provided as shown in FIGS. Then, a cable clamp 44 is tightened, and a blade plate 45 continuously connected to the upper end of the tie rod 7 is joined to the cable clamp 44 with bolts and nuts 47 and 48 via a damper plate 46. The lower end of the tie rod 7 is An anchor base 49 fixed in place on the short side arch material 25 serving as the lower member 6 of the tension frame 4 is connected to an anchor base 49 by a nut 50 via a rubber washer 51 and a flat washer 52 so as to be adjustable in height. The cable 8 and thus the middle part of the outer membrane 1 is pulled downward.
[0018]
Except for the position of the tie rod 7, the inner edges of the left and right inner membrane materials 9 and 10 in the inner membrane 2 abut water-tightly from both sides via waterproof seals 53 as shown in FIG. The inner film fixing plate 55 is sandwiched via the rubber sheet 54. In this sandwiching, the U-shaped plate 56 is applied to the outside of the intima fixing plate 55 on both sides at various places, and is fixed by the bolt and nut 57. At the position of the tie rod 7, as shown in FIGS. 10 to 13, the above-mentioned blade plate 45 is inserted in the middle of the waterproof seal 53 in an orthogonal manner. However, since the thickness of this portion increases due to the presence of the blade plate 45, the intima fixing plate 55 is partially divided into parts, which are directly fastened separately with bolts and nuts 58.
Then, as shown in FIGS. 15 and 16, the U-shaped plate 56 is passed through the inner-membrane holding cable 11, and the inner-membrane holding cable 11 is fixed to the blade plate 45 by a wire clip 59. Then, the tie rod 7 pulls the middle portion of the inner membrane 2 and the middle portion of the inner membrane 2 down. However, the adjustment between the outer membrane 1 and the inner membrane 2 is performed by adjusting the connection depth between the damper plate 46 and the blade plate 45.
[0019]
Warm air is allowed to pass through the space 12 between the outer membrane 1 and the inner membrane 2 of the membrane roof having the V-shaped cross section as described above. As a result, snow accumulated on the outer membrane 1 can be slid down. Further, the inner membrane 2 receives and removes dew condensation generated on the inner surface of the outer membrane 1, and prevents the inner membrane 2 from dripping into the membrane structure.
[0020]
【The invention's effect】
According to the first to fifth aspects of the present invention, at the installation site of the outer membrane and the inner membrane, the outer membrane and the inner membrane are simultaneously drawn out from the winding roll in which the outer membrane and the inner membrane are stacked and wound together. To the double-layer structure with space between each other at the same time.
{Circle around (1)} It is not necessary to construct the same place on a plane twice by the same method, and the man-hour required for mounting can be greatly reduced.
{Circle around (2)} The work at high places is reduced, and the danger of work can be reduced.
(3) The film stretching process can be greatly reduced, the construction period can be shortened, and adverse effects such as rainwater intrusion during internal finishing work can be reduced.
(4) The restraint time of the large hoist can be reduced, and the total number can be reduced.
(5) Temporary work can be greatly reduced.
(6) Overall, the cost can be significantly reduced.
(7) Horizontal development to similar construction can be expected.
[0021]
In addition, according to the second aspect of the present invention, since the inner membrane is divided into two parts, even if the width required for stretching the inner membrane is large, the outer membrane and the inner membrane can be easily wound without trouble in the roll-shaped winding. They can be stacked and can be easily wound.
In addition, the work of stretching can be easily performed due to the flexibility of the two-piece body.
[0022]
Further, according to the third aspect of the present invention, the take-up roll is mounted on the movable spreader, and the movable spreader is moved along the film material stretching frame on the film material stretching frame on the outer membrane while moving the movable spreader on the film material stretching frame. Since the inner film and the inner film are simultaneously pulled out from the winding roll and stretched on the film material stretching frame, the stretching operation is mechanically smooth, easily, quickly, and in a place where the degree of inclination is relatively small. , Safe to do.
[0023]
Further, according to the invention of claim 4, the take-up roll is mounted on the lifting type spreader, and the lifting type spreader is lifted by the lifting machine to be positioned above the film material mounting frame, and the film material mounting is performed. Since the outer membrane and the inner membrane are simultaneously pulled out from the winding roll while being moved along the frame and stretched on the membrane material stretching frame, even in a place where the degree of inclination is large, the stretching operation is performed mechanically. It can be performed smoothly, easily, quickly and safely.
[0024]
According to the fifth aspect of the present invention, the outer edges of the outer membrane and the inner membrane simultaneously pulled out from the take-up roll are temporarily fixed to the film material extending frame with the film fixing bolts and nuts. After the temporary fixing is completed, the position of each part is adjusted comprehensively, and then the film fixing bolts and nuts are fully tightened and installed, so that the outer membrane and the inner membrane can be properly stretched in a well-balanced manner. .
[Brief description of the drawings]
FIG. 1 is a work procedure explanatory view showing an embodiment according to a method for simultaneously stretching a double membrane according to the present invention.
FIG. 2 is an explanatory perspective view showing a working state by the movable spreader in the embodiment.
FIG. 3 is a sectional front view of FIG.
FIG. 4 is an explanatory perspective view showing a working state by the lifting spreader in the embodiment.
FIG. 5 is a plan view showing a dome-shaped membrane structure employing the double membrane simultaneous stretching method of the present invention.
FIG. 6 is a sectional view taken along line AA of FIG. 5;
FIG. 7 is a sectional view taken along line BB of FIG. 5;
8 is a cutaway front view showing a part of FIG. 6 in an enlarged manner.
FIG. 9 is a cutaway front view showing a further enlarged main part of FIG. 8;
FIG. 10 is a cutaway front view showing another main part of FIG. 8 in a further enlarged manner.
11 is a cutaway side view of the portion shown in FIG.
FIG. 12 is an enlarged sectional view taken along line CC of FIG. 11;
FIG. 13 is an enlarged vertical sectional front view of a central portion in the width direction of the outer membrane of the membrane structure and a tie rod non-joined portion.
FIG. 14 is a cutaway side view of the portion shown in FIG.
FIG. 15 is an enlarged vertical sectional front view of a central portion in the width direction of the inner membrane of the same membrane structure and at a tie rod non-joining portion.
16 is a cutaway side view of the portion shown in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Outer membrane 2 ... Inner membrane 3 ... Take-up roll 4 ... Membrane tension structure 5 ... Upper member 6 ... Lower member 7 ... Tie rod 8 ... Outer membrane holding cable 9, 10 ... Inner membrane material 11 ... Inner membrane Holding cable 12 Space 13 Mobile spreader 14 Chill climber 15, 16, 17 Temporary suspension scaffold 18 Lifting spreader 19 Lifting machine 20 Curved truss 21 Upper chord 22 Lower chord 23 Bundle 24 Brace material 25 ... Short side arch material 26 ... Girder material 27 ... Top ventilation port 28 ... Film anchor bolt 29 ... Base rubber sheet 30, 31, 32, 33 ... Rope 34 ... Rubber sheet 35 ... Pressing plate 36 ... Nut 37 ... Flap film 38 Reinforcement cloth 39 Outer membrane fixing plate 40 Rubber sheet 41 U plate 42 U-shaped hanging hardware 43 Bolt / nut 44 Cable clamp 45 Feather plate Plate 46 Damper plates 47 and 48 Bolts and nuts 49 Anchor base 50 Nuts 51 Rubber washers 52 Flat washers 53 Waterproof seals 54 Rubber sheets 55 Inner membrane fixing plates 56 U-shaped plates 57 and 58 Bolt / Nut 59 ... Wire clip

Claims (5)

工場乃至現場サイトにて、外膜と内膜とを重ねて一緒にロール状に巻き取り、この巻き取りロールを取り付け現場に搬入し、該取り付け現場にて、その巻き取りロールから上記外膜と内膜とを同時に引き出して膜材張設架構に展張することで、相互間に空間を有する二重膜構造を同時に張設することを特徴とする二重膜の同時張設施工方法。At the factory or site, the outer membrane and the inner membrane are stacked and wound together in a roll, and the winding roll is carried into the installation site. At the installation site, the outer membrane and the outer membrane are separated from the winding roll. A method for simultaneously constructing a double membrane, wherein a double membrane structure having a space therebetween is simultaneously stretched by simultaneously extracting an inner membrane and extending the inner membrane into a membrane stretching frame. 工場乃至現場サイトにて、張設に要する所定幅で幅方向に一体の外膜と幅方向に二分割した内膜とを相互に外縁を揃えて重ねて一緒にロール状に巻き取り、この巻き取りロールを取り付け現場に搬入し、該取り付け現場にて、その巻き取りロールから上記外膜と内膜とを同時に引き出して両膜の外縁を共に膜材張設架構に架設した後、その外膜を中間部にて下方へと引き込みし、かつ、上記内膜の左右両内縁を接合させて下方へと引き込みすることで、相互間に空間を有する二重膜構造を同時に張設することを特徴とする二重膜の同時張設施工方法。At the factory or site site, the outer membrane integrated in the width direction at the predetermined width required for stretching and the inner membrane divided into two in the width direction are overlapped with the outer edges aligned and wound together in a roll shape, and this winding is performed. The take-up roll is carried into the installation site, and at the installation site, the outer membrane and the inner membrane are simultaneously pulled out from the take-up roll, and the outer edges of both membranes are erected together on a membrane material-stretched frame. By pulling down at the middle part, and joining the left and right inner edges of the inner membrane and pulling it down, a double membrane structure having a space between them is simultaneously stretched. The method of simultaneous construction of double membrane. 巻き取りロールを移動式スプレッダーに装備させて、該移動式スプレッダーを膜材張設架構上に位置させるとともに、その膜材張設架構に沿って移動させつつ外膜と内膜とを上記巻き取りロールから同時に引き出して膜材張設架構に張設する請求項1又は請求項2記載の二重膜の同時張設施工方法。Equipped with a take-up roll on a movable spreader, the movable spreader is positioned on the film-stretched frame, and the outer film and the inner film are wound while moving along the film-stretched frame. 3. The method for simultaneously stretching a double membrane according to claim 1 or 2, wherein the double membrane is simultaneously pulled out from the roll and stretched on the membrane stretching frame. 巻き取りロールを吊上げ式スプレッダーに装備させて、該吊上げ式スプレッダーを揚重機で吊り上げて膜材張設架構の上方に位置させるとともに、その膜材張設架構に沿って移動させつつ外膜と内膜とを上記巻き取りロールから同時に引き出して膜材張設架構に張設する請求項1又は請求項2記載の二重膜の同時張設施工方法。The take-up roll is mounted on a lifting type spreader, and the lifting type spreader is lifted by a lifting machine to be positioned above the film material stretching frame. 3. The method for simultaneously stretching a double membrane according to claim 1 or 2, wherein the membrane is pulled out from the winding roll at the same time and stretched on a membrane stretching frame. 巻き取りロールから同時に引き出した外膜と内膜との外縁を、膜材張設架構に対して、膜定着ボルト・ナットでまず仮止めし、所要範囲の仮止め終了後、各部につき総合的に位置調整をし、次いで、それらの膜定着ボルト・ナットを本締めして架設する請求項1、請求項2、請求項3又は請求項4記載の二重膜の同時張設施工方法。The outer edges of the outer membrane and inner membrane that were simultaneously pulled out from the take-up roll are temporarily fixed to the film material stretched frame with the film fixing bolts and nuts. 5. The double-membrane simultaneous stretching construction method according to claim 1, wherein the position is adjusted, and then the film fixing bolts and nuts are fully tightened and installed.
JP17864596A 1996-06-18 1996-06-18 Simultaneous installation of double membrane Expired - Fee Related JP3604510B2 (en)

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JP6099994B2 (en) * 2013-01-23 2017-03-22 日立造船株式会社 Membrane bonding method
CN108412046B (en) * 2018-05-17 2023-04-11 中建一局集团第二建筑有限公司 Umbrella-shaped membrane integral tensioning structure system and construction method thereof
KR102410108B1 (en) * 2021-12-15 2022-06-22 (주)타이가 T-type joint, air-dome with insulation using the t-type joint, and process method of the air-dome with insulation using the t-type joint
CN116537561B (en) * 2023-04-20 2025-08-12 中交二航局市政建设有限公司 A sliding system for quick installation of membrane materials
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