JP4738642B2 - Construction method of heat insulation panel for formwork - Google Patents

Construction method of heat insulation panel for formwork Download PDF

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JP4738642B2
JP4738642B2 JP2001177972A JP2001177972A JP4738642B2 JP 4738642 B2 JP4738642 B2 JP 4738642B2 JP 2001177972 A JP2001177972 A JP 2001177972A JP 2001177972 A JP2001177972 A JP 2001177972A JP 4738642 B2 JP4738642 B2 JP 4738642B2
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Japan
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panel
panels
formwork
concrete
indoor side
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JP2003035001A (en
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茂樹 金尾
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Kanaflex Corp Co Ltd
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Kanaflex Corp Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、コンクリート壁構造物を構築する際に、室内側に配設し、緊結材室外側に間隔を隔てて配設した他の型枠との間にコンクリートを打設し、養生硬化後のコンクリート壁の室内側に残して内装材として利用できる型枠材兼用断熱性パネルの施工方法に関する。
【0002】
【従来の技術】
上記型枠材兼用断熱性パネルを上記のように建築物の室内側に内装材として残すことによって、省エネルギー化を図ることができるだけでなく、内側型枠の取り外し作業を省略することができる利点があり、前記パネルが広く普及してきている。
そして、まず室内側に位置する前記パネルの配設位置の床に地墨を出し、その地墨の位置に複数枚のパネルをそれぞれ面一状に位置合わせしながら釘を用いてパネルの下端を仮止めした後、室外側に位置する型枠を配置してから、前記パネルと型枠とをセパレータ等の間隔保持部材により互いの間隔を所定の間隔に保持した状態で縦桟木や角鋼管等からなる支保工材及び緊結材により固定した後、コンクリートをパネルと型枠との間に流し込み、固化してから支保工材及び緊結材、外側の型枠を取り外すようにしている。
【0003】
【発明が解決しようとする課題】
上記パネルは、木製や合成樹脂でなる型枠に比べて重量が嵩むものであるため、1枚のパネルに対して多数箇所の釘打ちを必要とすることになり、その仮止め作業に多大な労力を要するものであった。又、パネルを仮止めする際に隣り合うパネル同士が面一状態を維持するように慎重に作業しなければならないだけでなく、面一状に合わせて作業したにも係わらず、作業後においてパネルが面一状になっていない場合があり、再度木槌等によりパネルを面一状に合わせなければならず、前記不都合を顕著にするものであり、改善の余地があった。
【0004】
本発明が前述の状況に鑑み、解決しようとするところは、パネルの仮止め作業を隣り合うパネルを面一状に維持した状態で容易迅速に行うことができる型枠材兼用断熱性パネルの施工方法を提供する点にある。
【0005】
【課題を解決するための手段】
本発明は、前述の課題解決のために、コンクリート壁構造物の室内側に配設し、室外側に間隔を隔てて配設した他の型枠との間にコンクリートを打設し、養生硬化後のコンクリート壁の室内側に残す捨て型枠兼用パネルの施工方法であって、室内側床面上にパネルをそれの下端との嵌合により所定姿勢に保持するための姿勢保持部材として、パネルの下面を受ける水平部とパネルの厚み方向両側を挟持する一対の縦向き挟持部とを備え、前記室内側の縦向き挟持部と水平部との連結角部内面にパネル併設方向に沿う切り込みを形成したほぼUの字形状の建て込み用レールからなる姿勢保持部材を固定し、この姿勢保持部材に複数のパネルの下端を嵌合して保持させることで該複数のパネルをコンクリート壁構造物の室内側にほぼ面一状で配置し、室外側にセパレータ等の間隔保持部材により前記パネルから所定間隔を隔てて他の型枠を配置し、これら型枠材兼用断熱性パネル及び他の型枠を縦桟木や角鋼管等からなる支保工材及び緊結材により固定した後、前記型枠材兼用断熱性パネルと他の型枠との間にコンクリートを打設し、養生硬化後において前記支保工材、緊結材、他の型枠を取り外して、前記型枠材兼用断熱性パネルを内装材として利用することを特徴としている。
型枠材兼用断熱性パネルを施工する場合には、まず施工する位置に姿勢保持部材を釘等を用いて固定する。この固定された姿勢保持部材に型枠材兼用断熱性パネルの下端を嵌合して保持させる。引き続いて前記のように他の型枠材兼用断熱性パネルの下端を順次姿勢保持部材に嵌合して保持させて隣り合う型枠材兼用断熱性パネルを面一状で仮止めすることができる。前記姿勢保持部材にて嵌合保持させた型枠材兼用断熱性パネルをより一層安定よく仮止めしておくために場合によっては、該パネルの背面を鉄筋に軟鋼鉄線を用いて緊結してもよい。前記型枠材兼用断熱性パネルの仮止めが完了した後は、上記のように室外側にセパレータ等の間隔保持部材により前記パネルから所定間隔を隔てて他の型枠を配置し、これら型枠材兼用断熱性パネル及び他の型枠を縦桟木や角鋼管等からなる支保工材及び緊結材により固定した後、前記型枠材兼用断熱性パネルと他の型枠との間にコンクリートを打設し、養生硬化後において前記支保工材、緊結材、他の型枠を取り外して、型枠材兼用断熱性パネルの施工が完了するのである。
【0006】
また、前記姿勢保持部材を、パネルの下面を受ける水平部とパネルの厚み方向両側を挟持する一対の縦向き挟持部とを備えたほぼUの字形状の建て込み用レールから構成しているので、大量生産に適している。しかも、前記室内側の縦向き挟持部と水平部との連結角部内面にパネル併設方向に沿う切り込みを形成しているので、型枠材兼用断熱性パネルの施工完了後において切り込みに沿って縦向き挟持部を水平部から分離させることができる。
【0007】
前記建て込み用レールを構成する一対の縦向き挟持部のうちの室内側の縦向き挟持部の高さを室外側の縦向き挟持部の高さよりも低い寸法に構成することによって、室内側において上方に出っ張った出っ張り部分を少なくすることができるから、その出っ張り部分を除去しなくても、内装が大きく阻害されることがない。
【0009】
前記パネルの上面を受ける水平部とパネルの厚み方向両側を挟持する一対の縦向き挟持部とを備え、前記併設されたパネルの上端に嵌合する、又は前記併設されて隣り合うパネルの上端同士に渡る程度の長さに構成した上部建て込みレールを設けこの上部建て込みレールを該隣り合うパネルの上端同士に渡って嵌合することによって、隣り合うパネル同士が互いに面方向で位置ずれし難いものにすることができる。
【0010】
前記パネルが、少なくともコンクリート壁の厚み方向両端に位置する無機質板と有機質板とを備え、それら2枚の板の間に発泡性合成樹脂を充填して発泡硬化させることにより、該2枚の板間に固着一体化した断熱層を形成している。
【0011】
前記2枚の板のうちの室内側に位置する板を準不燃又は準不燃ボードの無機質板とし、かつ、室外側に位置する板を中質繊維板で構成することによって、コンクリートをパネルと型枠との間に打設する時に発生する側圧によって無機質板が波を打つ等の変形を起こすことがなく、コンクリート打設後に無機質板の壁面を平らにする等の処理を行うことを不要にし、壁紙やクロス等の化粧材を無機質板の壁面に直接貼り付けることができる。前記無機質板としては、木毛セメントボード、石膏ボード等があり、又、不燃ボードとしては、コンクリート、れんが、瓦、石綿スレート、鉄鋼、アルミニューム、ガラス、モルタル、漆喰等があり、どのボードも、コンクリートをパネルと型枠との間に打設する時に発生する側圧によって準不燃又は不燃ボードが波を打つ等の変形を起こすことがないものである。
【0012】
前記パネル併設方向で隣り合うパネル同士の対向端面間に室内側又は打設予定のコンクリート構造物側から差し込み可能な差し込み部と、この差し込み部の差し込み完了に伴って前記両パネルそれぞれの室内側表面又はコンクリート構造物側表面に接当してコンクリート打設時のコンクリート圧により該両パネルが室内側に移動することを阻止する接当部とからなる段違い防止部材を備えている。
上記のように段違い防止部材を隣り合うパネル同士の対向端面間に差し込んでおくだけで、コンクリート打設時のコンクリート圧により両パネルの一部が室内側に突出することを段違い防止部材の接当部にて接当阻止することにより、両パネルの室内側表面が段違いになることを阻止することができる。前記段違い防止部材を打設予定のコンクリート構造物側からパネル併設方向で隣り合うパネル同士の対向端面間に差し込んでおけば、コンクリートを打設した後、段違い防止部材を取り外すことが不要になるだけでなく、コンクリートの水分が併設されるパネル同士の対向端面同士の隙間に入り込むことを阻止することができる止水部材として機能させることができる。前記接当部に止水テープを設けておけば、前記止水効果を更に高めることができる利点がある。
【0013】
前記段違い防止部材が、前記パネルの上下寸法とほぼ同一寸法を有する平板状に形成された前記差し込み部と、この差し込み部の一端から差し込み方向と直交する方向に延出されて一体化されると共に前記隣り合う両パネルの室内側表面に面接当する該差し込み部の上下寸法とほぼ同一の平板状に形成された前記接当部とからなる平面視においてほぼT字状に形成されている。
【0014】
【発明の実施の形態】
図1に、室内側に内装材として利用するためのほぼ長方形状の型枠材兼用断熱性パネル1(以下パネルという)の複数枚を面一状に仮止めした状態を示しており、各パネル1は、2枚の無機質板2,3とこれら無機質板2,3の間に位置する硬質ウレタン等でなる断熱層4とを備えた3層構造に構成しているが、4層構造にしてもよいし、又、5層以上に構成してもよい。
【0015】
前記パネル1の大きさは、例えば長辺短辺が1820mm×910mm(この910mmは無機質板2,3の左右の幅寸法である)で、厚さが42.2mmである。尚、前記一方の無機質板2の厚さが2.7mm、他方の無機質板3の厚さが9.5mm、前記断熱層4の厚さが30mmであるが、本発明は、前記寸法に限定されるものではない。
【0016】
前記無機質板2,3としては、ベニア板、硬質板紙、硬質性合成樹脂板、石膏ボード、ロックウール板、石綿スレート板、石綿セメント珪酸カルシウム板等が使用可能であるが、例えば、図4(a),(b)で示すコンクリート壁5側の無機質板2として、前記ベニア板、硬質板紙、硬質性合成樹脂板等の軽量な板を用いることによって、パネル1全体の重量増大を抑制することができるようにしている。そして、前記ベニア板、硬質板紙でなる無機質板2のコンクリート側表面2A(図3参照)を、凹凸状の表面部を有するエンボスフィルム(図示せず)にて覆っておくことによって、コンクリートが養生硬化するまでに出る水分が無機質板2に染み込むことをエンボスフィルムによって抑制することができながらも、フィルムの表面部の凹凸によりコンクリートとの接触面積を増大させることができるようにしてもよい。尚、前記無機質板2の表面2Aに前記フィルムを貼ることでコンクリートが養生硬化するまでに出る水分が無機質板2に染み込むことを抑制できるのであるが、無機質板2の外周面2B(図3参照)にも前記フィルムを貼っておくことによって、コンクリートが養生硬化するまでに出る水分が無機質板2に染み込むことをより一層確実に回避することができるようにしてもよい。前記無機質板2に貼るフィルム面をコロナ放電処理しておくことによって、接着力を高めることができる。又、前記ベニア板、硬質板紙のコンクリート側表面に炭カル紙等を貼り付けておくことによって、コンクリートとの接着性能を向上させるようにしてもよい。前記炭カル紙は、炭酸カルシウム・パルプ・ガラス混合抄紙(セルロース系パルプを主体とした繊維状物と炭酸カルシウム等の無機粉体とを混合し、抄紙にした無機質紙)である。前記室外側に位置する無機質板2を、有機質板であるMDF(中質繊維板)を用いて実施してもよい。
【0017】
又、前記室内側に位置する無機質板3は、準不燃材料や不燃材料である前記石膏ボード、ロックウール板、石綿スレート板、石綿セメント、珪酸カルシウム板等を用いることによって、前記コンクリート壁5側の無機質板2よりも強度的に優れたものにすることができ、パネル1全体の強度を高めることができるだけでなく、前記構成の無機質板3の平らな表面に化粧仕上げとして壁紙やクロスを貼ったり、無機質板3の表面3A(図3参照)を直接塗装仕上げすることができる。前記準不燃材料としては、前記したものの他、例えば石膏ボード等の2枚の耐火材間に芯材層としての発泡層や合成樹脂層等を介在させた複合板であってもよい。又、前記無機質板3の表面3Aに、ストレートフィルム(図示せず)を貼り付けておくことによって、配設されたパネル1同士の隙間等から浸入してくる水分等を表面の前記フィルムにて遮断することができるだけでなく、フィルム表面に出てくるのろを簡単に拭き取ることができるようにしている。前記無機質板3の表面3Aだけでなく、無機質板3の外周面3B(図3参照)の他、断熱層4の外周面にまで延出されたフィルムにより無機質板3への水分の浸入を完全に阻止することができるようにしてもよい。前記無機質板3に貼るフィルム面(表面3A)を前記同様にコロナ放電処理しておくことによって、接着力を高めることができる。
【0018】
前記のように構成されたパネル1をコンクリート壁構造物の内側に配設して、内装材として利用するためのパネル1の施工方法について説明すれば、図2及び図3に示すように、室内側床面上にパネル1をそれの下端との嵌合により所定姿勢に保持するための姿勢保持部材6を複数の釘等により固定し、図1に示すように、前記姿勢保持部材6に複数のパネル1の下端を嵌合(内嵌)して保持させることで該複数のパネル1を打設養生後に形成されるコンクリート壁構造物の室内側にほぼ面一状で仮止めすることができる。尚、仮止め時にパネルの背面を必要に応じて、鉄筋に軟鋼鉄線を用いて緊結しておいてもよい。次に、室外側にセパレータ等の間隔保持部材7(図4(a)参照)により前記パネル1から所定間隔を隔てて他の型枠8を配置し、これら型枠材兼用断熱性パネル1及び他の型枠8を縦桟木9や角鋼管10等からなる支保工材11及びフォームタイ等からなる緊結材12により固定(図4(a)参照)した後、前記型枠材兼用断熱性パネル1と他の型枠8との間にコンクリートを打設し、養生硬化後において、図4(a)に示すように前記支保工材11、緊結材12、他の型枠8を取り外して、図4(b)に示すように、パネル1を内装材として利用できるように構成している。図1〜図3に示す13は、後述の建て込みレール(前記姿勢保持部材6)を前記併設されて隣り合うパネル1,1の上端同士に渡る程度の長さに構成された短寸法の建て込みレールであり、その建て込みレール13を該隣り合うパネル1,1の上端同士に渡って嵌合することによって、隣り合うパネル1,1同士が互いに面方向で位置ずれし難いものにすることができるように構成しているが、取扱上において不利になるが、前記姿勢保持部材6と同一の長尺なものであってもよいし、又、別の形状のものであってもよい。又、前記建て込みレール13を用いない場合でもよい。又、前記縦桟木9、角鋼管10、フォームタイ等の形状及び具体構成は、図に示す構成に限定されるものではない。
【0019】
前記隣り合うパネル1,1同士が互いに面方向で位置ずれし難いものにすることができるように建て込みレール13を該隣り合うパネル1,1の上端同士に渡って嵌合する他、図6〜図8に示すように、パネル併設方向で隣り合うパネル1,1同士の対向端面間に平面視においてほぼT字状の段違い防止部材14を室内側から差し込むことによって、コンクリート打設時のコンクリート圧により両パネル1,1のパネル併設方向両端部室内側表面のパネル上下方向どの部位においても室内側に移動することを確実に阻止することができるようにしてもよい。
前記段違い防止部材14は、前記パネル1の上下寸法とほぼ同一寸法を有する平板状に形成された差し込み部14Aと、この差し込み部14Aの一端から差し込み方向と直交する方向に延出されて一体化されると共に前記隣り合う両パネル1,1の室内側表面に面接当する差し込み部14Aの上下寸法とほぼ同一の平板状に形成された接当部14Bとからなっているが、他の形状であってもよい。従って、図6及び図8に示すように、段違い防止部材14をパネル併設方向で隣り合うパネル1,1同士の対向端面間に室内側から差し込むことによって、接当部14Bの内面と前記パネル1,1のパネル併設方向両端部表面に上下方向全域に渡って接当した状態になり、パネル1,1同士が段違いとなることを防止することができる。前記段違い防止部材14が打設時のコンクリートの一部がパネル1,1同士間の隙間を通して入り込むことになるが、入り込んできたコンクリート圧は小さなものであり、段違い防止部材14が外れるようなことはない。尚、図8に示す14C,14Cは、前記パネル1,1の併設方向両端の室内側角部を面取りしている部分3T,3Tが存在するため、両パネル1,1同士間に大きな隙間が発生する。このため、その隙間を埋めるために膨出させた膨出部である。そして、コンクリートの打設後において前記段違い防止部材14を引き抜いた後、パネル1,1間に発生する隙間にパテ等の充填材を充填すると共にパネル1,1の両端部同士間に前記面取りによる凹部が発生することなく、面一状態になるように室内側角部にもパテ等の充填材を充填している。
【0020】
図6〜図8では、前記段違い防止部材14を室内側からパネル併設方向で隣り合うパネル1,1同士の対向端面間に差し込む場合を示したが、図9に示すように、打設予定のコンクリート構造物側(コンクリート壁5側)から差し込む場合でもよい。この場合、図8に示した段違い防止部材14で必要であった前記膨出部14C,14Cは、不要になる。従って、図9に示すように段違い防止部材14を差し込むことによって、コンクリート打設後に前述のように取り外すことが不要になるだけでなく、コンクリートの水分が併設されるパネル1,1同士の対向端面同士の隙間に入り込むことを阻止することができる止水部材として機能させることができる。
図10に示すように、前記段違い防止部材14の接当部14Bの差し込み部14Aを挟んで両側に位置する2つの表面に止水テープ15,15を貼り付けておくことによって、前記止水機能を更に高めることができる利点がある。前記止水テープ15を接当部14Bに接着剤により固定する場合には、止水テープ15をそれの片面に接着剤層を予め備えさせたもので構成したり、接着剤を止水テープ15又は接当部14Bに直接塗布することになる。又、前記段違い防止部材14の接当部14Bのパネル併設方向の寸法を図8のものに比べて大きくしてパネル1との接当面積を大きくすることができ、より一層パネルが段違いになることを阻止することができるだけでなく、前記止水効果を更に高めることができる利点がある。前記段違い防止部材14の差し込み部14Aの差し込み方向の寸法は、差し込んだ状態においてパネル1の室内側表面から突出しない寸法であればどのような寸法であってもよい。尚、前述と同様にパネル1,1の両端部同士間に前記面取りによる凹部が発生することなく、面一状態になるように室内側角部にパテ等の充填材を充填することになる。前記段違い防止部材14は、難燃性ポリエチレン、ABS樹脂、塩ビ等の各種合成樹脂を用いる他、金属等の他の材料であってもよい。
【0021】
前記姿勢保持部材6は、合成樹脂で形成することによって、軽量化を図ることができるが、金属等で形成することもできる。又、前記姿勢保持部材6は、図3に示すように、パネルの下面を受ける板状(厚み約10mm)の水平部6Aとパネルの厚み方向両側を隙間の無い状態で挟持する一対の板状(厚み約10mm)の縦向き(上向き)挟持部6B,6Cとを備えたほぼUの字形状の建て込み用レールから構成している。そして、前記一対の縦向き挟持部6B,6Cのうちの室内側の縦向き挟持部6Cの高さ(約10mm)を室外側の縦向き挟持部6Bの高さ(約50mm)よりも低い寸法に構成している。又、前記室内側の縦向き挟持部6Cと水平部6Aとの連結角部内面にパネル併設方向に沿う切り込み6Mを形成してあり、型枠材兼用断熱性パネル1の施工完了後において切り込み6Mに沿って縦向き挟持部6Cを水平部6Aから分離させることができるようにしている。
図3に示す前記短寸法の建て込みレール13も、同様にパネルの上面を受ける板状(厚み約10mm)の水平部13Aとパネルの厚み方向両側を挟持する一対の板状(厚み約10mm)の縦向き(下向き)挟持部13B,13Cとを備えたほぼUの字形状に構成することによって、製造コスト面において有利になるが、他の形状のものでもよい。
【0022】
図1では、前記姿勢保持部材6が全てのパネル1それぞれの下端全部に嵌合する長尺な寸法に構成することによって、パネル1との嵌合を確実に行うことができるが、図5(a)に示すように、パネル1の併設方向、つまり姿勢保持部材6の長手方向においてその方向と直交する方向において位置をずらせた状態で多数の切欠き部6Kを形成し、その切欠き6Kの両側に多数の縦向き挟持部6B又は6Cを立設したものから構成してもよい。又、図5(b)に示すように、パネル1の厚み方向両側に形成された水平部6A,6Aと、下端が開放された門型の本体部6Dとから前記姿勢保持部材6を構成してもよい。この場合、パネル1の下端の断熱層4内に前記本体部6Dが入り込むための凹部4Bを形成しておくことになる。又、図5(c)に示すように前記水平部6Aに対して縦向き挟持部6B,6Cの間隔を、パネル1の断熱層4に形成された一対の溝4M,4Mに入り込むように設定したもので姿勢保持部材6を構成してもよい。図5(a),(b)の姿勢保持部材6の場合には、パネル1の下端の断熱層4の形状を変更する必要があるが、図5(b)に示すように、パネル1の無機質板3の厚みL2に対して水平部6Aの寸法L1を同一又は小さくしておけば、室内側に水平部6Aが露出することがない利点がある。又、図5(c)では、パネル1の無機質板3の厚みL4に対して水平部6Aの端部寸法L3を同一又は小さくしておけば、室内側に水平部6Aが露出することがないのである。
【0023】
前記断熱層4を構成する発泡性合成樹脂としては、ポリスチレンフォーム、ポリエチレンフォーム、硬質ポリウレタンフォーム、軟質ポリウレタンフォーム、硬質塩化ビニルフォーム、ユリアフォーム、フェノールフォーム、アクリルフォーム、酢酸セルロースフォーム、その他のプラスチックフォーム等があるが、これらに限定されるものではない。
【0024】
【発明の効果】
請求項1の発明によれば、姿勢保持部材を室内側床面に固定しておくことによって、この姿勢保持部材に複数のパネルの下端を嵌合させるだけで、仮止め作業を完了させることができ、従来のように位置合わせしながら複数のパネルを仮止めするものに比べて仮止め作業を容易迅速に行うことができる型枠材兼用断熱性パネルの施工方法を提供することができる。又、前記姿勢保持部材にて嵌合保持させた型枠材兼用断熱性パネルの背面を、鉄筋に軟鋼鉄線を用いて緊結しておくだけで、パネルをより一層安定よく仮止めすることができる。更に、姿勢保持部材を、パネルの下面を受ける水平部とパネルの厚み方向両側を挟持する一対の縦向き挟持部とを備えた単純な形状、つまりほぼUの字形状の建て込み用レールから構成しているので、製造コスト面において有利になるだけでなく、パネルに何ら改良を加えることなく、建て込み用レールに嵌合させることができ、パネルの設計の自由度を高めることができる。しかも、室内側の縦向き挟持部と水平部との連結角部内面にパネル併設方向に沿う切り込みを形成しているので、型枠材兼用断熱性パネルの施工完了後において切り込みに沿って縦向き挟持部を水平部から分離させることができるから、パネルの室内面を上下全域に渡ってフラットにすることができる。
【0026】
請求項の発明によれば、建て込み用レールを構成する一対の縦向き挟持部のうちの室内側の縦向き挟持部の高さを室外側の縦向き挟持部の高さよりも低い寸法に構成することによって、室内側において上方に出っ張った出っ張り部分を少なくすることができるから、その出っ張り部分を除去しなくても、内装が大きく阻害されることがなく、縦向き挟持部の除去作業の無い分、作業の簡略化を図ることができる。
【0028】
請求項の発明によれば、前記パネルの上面を受ける水平部とパネルの厚み方向両側を挟持する一対の縦向き挟持部とを備え、併設されたパネルの上端に嵌合する、又は併設されて隣り合うパネルの上端同士に渡る程度の長さに構成した上部建て込みレールを設けこの上部建て込みレールを隣り合うパネルの上端同士に渡って嵌合することによって、隣り合うパネル同士が互いに面方向で位置ずれし難いものにすることができ、更に施工面において有利になる。
【0029】
請求項の発明によれば、2枚の板のうちの室内側に位置する板を準不燃又は準不燃ボードの無機質板とし、かつ、室外側に位置する板を中質繊維板で構成することによって、コンクリートをパネルと型枠との間に打設する時に発生する側圧によって無機質板が波を打つ等の変形を起こすことがなく、コンクリート打設後に無機質板の壁面を平らにする等の処理を行うことを不要にし、壁紙やクロス等の化粧材を無機質板の壁面に直接貼り付けることができ、施工作業工程の簡略化を図ることによる工期の短縮化を図ることができる。
【0030】
請求項の発明によれば、段違い防止部材を隣り合うパネル同士の対向端面間に差し込んでおくだけで、コンクリート打設時のコンクリート圧により両パネルの一部が室内側に突出することを段違い防止部材の接当部にて接当阻止することにより、両パネルの室内側表面が段違いになることを阻止することができ、段違いとなったパネル同士面を面一状にする仕上げ処理が不要になり、施工面において有利になる。段違い防止部材を打設予定のコンクリート構造物側からパネル併設方向で隣り合うパネル同士の対向端面間に差し込んでおけば、コンクリートを打設した後、段違い防止部材を取り外すことが不要になり、施工面において更に有利になるだけでなく、コンクリートの水分が併設されるパネル同士の対向端面同士の隙間に入り込むことを阻止することができる止水部材として機能させることができる利点がある。前記接当部に止水テープを設けておけば、前記止水効果を更に高めることができる利点がある。前記コンクリート圧を段違い防止部材が受ければ受けるほどパネル面を面一状態に矯正することもできる。
【0031】
請求項の発明によれば、段違い防止部材が、パネルの上下寸法とほぼ同一寸法を有する平板状に形成された差し込み部と、この差し込み部の一端から差し込み方向と直交する方向に延出されて一体化されると共に隣り合う両パネルの室内側表面に面接当する差し込み部の上下寸法とほぼ同一の平板状に形成された接当部とからなる平面視においてほぼT字状に形成することによって、パネルの室内側表面又はコンクリート構造物側表面の上下方向全域に渡って接当部を接当作用させることによって、パネルの前後方向どの部位においてもパネルが段違いになることを確実に阻止することができる利点がある。
【図面の簡単な説明】
【図1】複数枚のパネルを面一状態で仮止めされた状態を示す斜視図である。
【図2】姿勢保持部材にパネルを嵌合させる直前の状態を示す斜視図である。
【図3】姿勢保持部材にパネルを嵌合させる直前の状態を示す一部断面にした側面図である。
【図4】(a)は、支保工材及び緊結材にて型枠を固定した後、コンクリートを流し込み養生硬化させた状態を示す縦断面図であり、(b)は、支保工材、緊結材、一方の型枠を取り外した状態を示す縦断面図である。
【図5】(a),(b),(c)は、姿勢保持部材の一部省略の斜視図である。
【図6】段違い防止部材を差し込んで複数枚のパネルを面一状態で仮止めされた状態を示す斜視図である。
【図7】段違い防止部材を差し込む直前の状態を示すパネルの斜視図である。
【図8】段違い防止部材を室内側から差し込んでコンクリートを打設した後の状態を示す断面図である。
【図9】異なる段違い防止部材を室外側から差し込んでコンクリートを打設した後の状態を示す断面図である。
【図10】止水テープを取り付けた段違い防止部材を室外側から差し込んでコンクリートを打設した後の状態を示す断面図である。
【符号の説明】
1 パネル 2 無機質板
2A 表面 2B 外周面
3 無機質板 3A 表面
3B 外周面 4 断熱層
4A 外周面 4B 凹部
5 コンクリート壁
6 姿勢保持部材(建て込みレール)
6A 水平部 6B,6C 縦向き挟持部
6D 本体部 6K 切欠き部
6M 切り込み 7 間隔保持部材
8 型枠 9 縦桟木
10 角鋼管 11 支保工材
12 緊結材 13 建て込みレール
13A 水平部 13B,13C 縦向き挟持部
14 段違い防止部材
14A 差し込み部 14B 接当部
14C 膨出部 15 止水テープ
[0001]
BACKGROUND OF THE INVENTION
The present invention, when constructing a concrete wall structure, is placed on the indoor side, and concrete is placed between other molds arranged on the outside of the binding material chamber with a gap, after curing and curing. The present invention relates to a method for constructing a formwork and heat insulating panel that can be used as an interior material while remaining on the indoor side of a concrete wall.
[0002]
[Prior art]
By leaving the formwork and heat insulating panel as an interior material on the indoor side of the building as described above, it is possible not only to save energy but also to eliminate the work of removing the inner formwork. Yes, the panel has become widespread.
First, a ground ink is put out on the floor where the panel is located on the indoor side, and a plurality of panels are aligned with each other at the base ink position while using the nail to lower the lower end of the panel. After temporarily fixing, after disposing the mold located outside the room, the panel and the mold are held at a predetermined distance by a spacing member such as a separator. After fixing with the support material and binding material which consist of, concrete is poured between a panel and a formwork, and after solidifying, a support work material, a binding material, and an outer formwork are removed.
[0003]
[Problems to be solved by the invention]
Since the panel is heavier than a form made of wood or synthetic resin, a large number of nailing points are required for one panel, and a large amount of labor is required for the temporary fixing operation. It was necessary. In addition, when temporarily fixing the panels, not only must the panel be adjacent to each other so that they are kept flush with each other, but also after the work, In some cases, the panel is not flush, and the panel has to be flushed again with a mallet or the like, which makes the above-mentioned inconspicuous and leaves room for improvement.
[0004]
In view of the above-described situation, the present invention intends to solve the problem that the temporary fixing operation of the panel can be easily and quickly performed while the adjacent panels are kept flush with each other. The point is to provide a method.
[0005]
[Means for Solving the Problems]
  In order to solve the above-mentioned problems, the present invention is arranged on the indoor side of the concrete wall structure, and concrete is placed between other molds arranged at intervals on the outdoor side to cure and cure. A method for constructing a discarded formwork combined panel to be left on the indoor side of a concrete wall later, and a posture holding member for holding the panel in a predetermined posture by fitting with the lower end of the panel on the indoor side floor surfaceAs a horizontal portion that receives the lower surface of the panel and a pair of vertically sandwiching portions that sandwich both sides in the thickness direction of the panel, and on the inner surface of the connecting corner between the vertically sandwiching portion on the indoor side and the horizontal portion, Posture-holding member comprising a substantially U-shaped erection rail formed with an incisionThe plurality of panels are arranged almost flush with the indoor side of the concrete wall structure by fitting and holding the lower ends of the plurality of panels to the posture holding member, and separators and the like are arranged on the outdoor side. Another formwork is arranged at a predetermined distance from the panel by a spacing member, and these formwork and heat insulation panels and other formwork are fixed by supporting materials and binding materials made of vertical piers, square steel pipes, etc. Then, concrete is placed between the formwork material combined heat insulating panel and another formwork, and after curing and curing, the support material, the binding material, and the other formwork are removed, and the formwork material It is characterized by using a combined heat insulating panel as an interior material.
  When constructing a heat insulating panel that also serves as a formwork material, first, a posture holding member is fixed to a construction position by using a nail or the like. The fixed posture holding member is fitted and held at the lower end of the formwork and heat insulating panel. Subsequently, as described above, the lower ends of the other formwork / heat insulating panels can be sequentially fitted and held in the posture holding member to temporarily fix the adjacent formwork / heat insulation panels flush with each other. . In some cases, the rear surface of the panel may be tightly bound to a reinforcing bar using a soft steel wire in order to more securely and temporarily fix the formwork and heat insulating panel fitted and held by the posture holding member. Good. After the temporary fixing of the mold material and heat insulating panel is completed, as described above, another mold frame is arranged at a predetermined interval from the panel by a spacing holding member such as a separator on the outdoor side. After fixing the thermal insulation panel for materials and other molds with support materials and binding materials made of vertical piers, square steel pipes, etc., concrete is placed between the thermal insulation panel for both molds and other molds. After the curing and curing, the support material, the binding material, and the other formwork are removed, and the construction of the formwork material combined heat insulating panel is completed.
[0006]
  Also,The posture holding member is composed of a substantially U-shaped built-in rail provided with a horizontal portion that receives the lower surface of the panel and a pair of vertically holding portions that hold both sides in the thickness direction of the panel.BecauseSuitable for mass production.In addition, since the cut along the panel attachment direction is formed on the inner surface of the connecting corner portion between the vertical holding portion and the horizontal portion on the indoor side, the vertical length along the cut after completion of the construction of the heat insulating panel for formwork material. The orientation holding part can be separated from the horizontal part.
[0007]
By configuring the height of the vertical holding portion on the indoor side of the pair of vertical holding portions constituting the erection rail to be lower than the height of the vertical holding portion on the outdoor side, Since the protruding portion protruding upward can be reduced, the interior is not greatly hindered without removing the protruding portion.
[0009]
  A horizontal portion that receives the upper surface of the panel and a pair of vertically sandwiching portions that sandwich both sides in the thickness direction of the panel,Fits to the top edge of the panelBeforeIt is configured to be long enough to extend over the top edges of adjacent panels.An upper built-in rail is provided.,This topBy fitting the built-in rails across the upper ends of the adjacent panels, the adjacent panels can hardly be displaced from each other in the surface direction.
[0010]
The panel includes at least an inorganic plate and an organic plate positioned at both ends in the thickness direction of the concrete wall, and between the two plates, a foamable synthetic resin is filled between the two plates and foam-cured, whereby the two plates are sandwiched. A heat-insulating layer that is fixed and integrated is formed.
[0011]
Of the two plates, the plate located on the indoor side is an inorganic plate of a quasi-incombustible or quasi-incombustible board, and the plate located on the outdoor side is composed of a medium-quality fiberboard, thereby making concrete a panel and a mold. Without causing deformation such as waves struck by the inorganic plate due to the side pressure generated when placing between the frame, making it unnecessary to perform processing such as flattening the wall of the inorganic plate after placing concrete, Cosmetic materials such as wallpaper and cloth can be directly attached to the wall surface of the inorganic board. As the inorganic board, there are wood wool cement board, gypsum board, etc., and as non-combustible board, there are concrete, brick, tile, asbestos slate, steel, aluminum, glass, mortar, plaster, etc. The quasi-incombustible or non-combustible board does not cause a deformation such as a wave due to the side pressure generated when the concrete is placed between the panel and the formwork.
[0012]
An insertion part that can be inserted from the indoor side or the concrete structure side that is scheduled to be placed between opposing end faces of panels adjacent in the panel mounting direction, and the indoor side surface of each of the panels when the insertion of the insertion part is completed Alternatively, there is provided a step preventing member comprising a contact portion that contacts the concrete structure side surface and prevents the panels from moving to the indoor side due to the concrete pressure at the time of placing the concrete.
Just by inserting the step prevention member between the opposing end faces of the adjacent panels as described above, the contact of the step prevention member can be ensured that part of both panels protrudes into the room due to the concrete pressure during concrete placement. By preventing contact at the part, it is possible to prevent the indoor side surfaces of both panels from becoming uneven. If the step prevention member is inserted between the opposing end surfaces of the adjacent panels in the panel mounting direction from the side of the concrete structure to be placed, it is not necessary to remove the step prevention member after placing the concrete. Instead, it can function as a water stop member that can prevent the moisture of the concrete from entering the gap between the opposing end surfaces of the panels. If the water stop tape is provided in the contact portion, there is an advantage that the water stop effect can be further enhanced.
[0013]
The step prevention member is integrated with the insertion portion formed in a flat plate shape having substantially the same size as the vertical dimension of the panel, and extended from one end of the insertion portion in a direction perpendicular to the insertion direction. It is formed in a substantially T shape in a plan view including the contact portion formed in a flat plate shape that is substantially the same as the vertical dimension of the insertion portion that is in surface contact with the indoor side surfaces of the adjacent panels.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 shows a state in which a plurality of substantially rectangular formwork and thermal insulation panels 1 (hereinafter referred to as panels) for use as interior materials on the indoor side are temporarily fixed in a single plane. 1 has a three-layer structure including two inorganic plates 2 and 3 and a heat insulating layer 4 made of hard urethane or the like positioned between the inorganic plates 2 and 3. Alternatively, it may be composed of five or more layers.
[0015]
The size of the panel 1 is, for example, a long side and a short side of 1820 mm × 910 mm (this 910 mm is a width dimension on the left and right sides of the inorganic plates 2 and 3) and a thickness of 42.2 mm. The thickness of the one inorganic plate 2 is 2.7 mm, the thickness of the other inorganic plate 3 is 9.5 mm, and the thickness of the heat insulating layer 4 is 30 mm. However, the present invention is limited to the above dimensions. Is not to be done.
[0016]
As the inorganic boards 2 and 3, a veneer board, a hard paperboard, a hard synthetic resin board, a gypsum board, a rock wool board, an asbestos slate board, an asbestos cement calcium silicate board, etc. can be used. As the inorganic board 2 on the concrete wall 5 side shown in a) and (b), by using a lightweight board such as the veneer board, hard paperboard, and hard synthetic resin board, the increase in the weight of the entire panel 1 is suppressed. To be able to. Then, the concrete side surface 2A (see FIG. 3) of the inorganic board 2 made of the veneer board or hard paperboard is covered with an embossed film (not shown) having an uneven surface portion, thereby curing the concrete. While the embossed film can suppress the moisture that comes out before being hardened from being penetrated into the inorganic plate 2, the surface area of the film may increase the contact area with the concrete. In addition, it can suppress that the water | moisture content by which concrete is cured and hardened by sticking the said film on the surface 2A of the said inorganic board 2 permeates into the inorganic board 2, but the outer peripheral surface 2B of the inorganic board 2 (refer FIG. 3). ), The moisture that is produced until the concrete is cured and hardened may be more reliably prevented from penetrating into the inorganic plate 2. Adhesion can be enhanced by corona discharge treatment of the film surface to be applied to the inorganic plate 2. Moreover, you may make it improve adhesion | attachment performance with concrete by sticking charcoal cal paper etc. on the concrete side surface of the said veneer board and a hard paperboard. The carbonized carbon paper is a mixed paper made of calcium carbonate / pulp / glass (inorganic paper made by mixing a fibrous material mainly composed of cellulose pulp and inorganic powder such as calcium carbonate). You may implement the inorganic board 2 located in the said outdoor side using MDF (medium fiber board) which is an organic board.
[0017]
Moreover, the inorganic board 3 located in the indoor side uses the said gypsum board, rock wool board, asbestos slate board, asbestos cement, a calcium silicate board etc. which are a semi-incombustible material or a nonflammable material, and the said concrete wall 5 side. In addition to improving the strength of the panel 1 as a whole, it is possible not only to increase the strength of the panel 1 but also to apply wallpaper or cloth as a cosmetic finish on the flat surface of the inorganic board 3 having the above-described structure. Alternatively, the surface 3A (see FIG. 3) of the inorganic plate 3 can be directly painted. The quasi-incombustible material may be a composite plate in which a foam layer as a core material layer, a synthetic resin layer, or the like is interposed between two refractory materials such as gypsum board in addition to the above-described materials. Further, by sticking a straight film (not shown) to the surface 3A of the inorganic plate 3, moisture or the like entering from the gaps between the arranged panels 1 can be absorbed by the surface film. Not only can it be blocked, but it can also be easily wiped off the surface of the film. In addition to the surface 3A of the inorganic plate 3, not only the outer peripheral surface 3B of the inorganic plate 3 (see FIG. 3) but also the film extending to the outer peripheral surface of the heat insulating layer 4 completely penetrates the water into the inorganic plate 3 It may be possible to prevent it. Adhesion can be enhanced by corona discharge treatment of the film surface (surface 3A) to be applied to the inorganic plate 3 in the same manner as described above.
[0018]
If the construction method of the panel 1 for arrange | positioning the panel 1 comprised as mentioned above inside a concrete wall structure and using it as an interior material is demonstrated, as shown in FIG.2 and FIG.3, a room | chamber On the inner floor surface, a posture holding member 6 for holding the panel 1 in a predetermined posture by fitting with the lower end of the panel 1 is fixed with a plurality of nails or the like, and as shown in FIG. By fitting (internally fitting) and holding the lower ends of the panels 1, the plurality of panels 1 can be temporarily fixed substantially flush with the interior side of the concrete wall structure formed after the placement curing. . In addition, you may tie the back of a panel at the time of temporary fixing using a soft steel wire to a reinforcing bar as needed. Next, another formwork 8 is arranged at a predetermined distance from the panel 1 by a spacing member 7 (see FIG. 4A) such as a separator on the outdoor side, and these formwork material combined heat insulating panels 1 and The other formwork 8 is fixed (see FIG. 4 (a)) with a support material 11 made of vertical bars 9, square steel pipes 10 and the like and a binding material 12 made of foam ties, etc., and then the heat insulation panel also used for formwork Concrete is placed between 1 and another mold 8, and after curing and curing, as shown in FIG. 4 (a), the support material 11, the binding material 12, and the other mold 8 are removed, As shown in FIG.4 (b), it is comprised so that the panel 1 can be utilized as an interior material. 1-3 shown in FIGS. 1 to 3 is a short-sized building constructed to have a length that spans the upper ends of the adjacent panels 1 and 1 with the built-in rail (the posture holding member 6) described later. By fitting the built-in rail 13 over the upper ends of the adjacent panels 1 and 1, the adjacent panels 1 and 1 are not easily displaced from each other in the plane direction. However, although it is disadvantageous in handling, it may be the same long as the posture holding member 6 or may have another shape. Further, the built-in rail 13 may not be used. Further, the shapes and specific configurations of the vertical crosspiece 9, the square steel pipe 10, the foam tie and the like are not limited to the configurations shown in the drawings.
[0019]
In addition to fitting the built-in rail 13 over the upper ends of the adjacent panels 1 and 1 so that the adjacent panels 1 and 1 can hardly be displaced from each other in the plane direction, FIG. As shown in FIG. 8, the concrete at the time of placing concrete is inserted by inserting a substantially T-shaped step prevention member 14 from the indoor side in a plan view between the opposing end surfaces of the panels 1 and 1 adjacent to each other in the panel mounting direction. It may be possible to reliably prevent the panel from moving to the indoor side at any part of the panel vertical direction on the indoor side surface of both ends of the panels 1 and 1 in the panel mounting direction.
The step prevention member 14 is integrated with an insertion portion 14A formed in a flat plate shape having substantially the same vertical dimension as the panel 1, and extended from one end of the insertion portion 14A in a direction perpendicular to the insertion direction. And a contact portion 14B formed in a flat plate shape substantially the same as the vertical dimension of the insertion portion 14A that comes into surface contact with the indoor side surfaces of the adjacent panels 1 and 1, but in other shapes. There may be. Therefore, as shown in FIG. 6 and FIG. 8, the inner surface of the abutting portion 14B and the panel 1 are inserted by inserting the step prevention member 14 between the facing end surfaces of the adjacent panels 1 and 1 in the panel mounting direction. , 1 are in contact with the surface of both ends of the panel mounting direction across the entire vertical direction, and the panels 1 and 1 can be prevented from being stepped. Part of the concrete when the step prevention member 14 is placed enters through the gap between the panels 1 and 1, but the concrete pressure that has entered is small, and the step prevention member 14 is released. There is no. In addition, since 14C and 14C shown in FIG. 8 have chamfered portions 3T and 3T that chamfer indoor corners at both ends of the panels 1 and 1, there is a large gap between the panels 1 and 1. appear. For this reason, it is the bulging part bulged in order to fill the gap. After the concrete is placed, the step prevention member 14 is pulled out, and then a filling material such as putty is filled in the gap generated between the panels 1 and 1, and the chamfering is performed between both ends of the panels 1 and 1. The interior corner is filled with a filler such as putty so that the concave portion is not generated and is in a flush state.
[0020]
6 to 8 show the case where the unevenness prevention member 14 is inserted between the facing end faces of the panels 1 and 1 adjacent to each other in the panel side-by-side direction from the indoor side. However, as shown in FIG. It may be inserted from the concrete structure side (concrete wall 5 side). In this case, the bulging portions 14C and 14C which are necessary for the step difference preventing member 14 shown in FIG. Therefore, as shown in FIG. 9, by inserting the step preventing member 14, it is not necessary to remove the concrete after placing the concrete as described above. It can be made to function as a water stop member which can prevent entering into the gap between each other.
As shown in FIG. 10, the water-stopping function is obtained by sticking water-stopping tapes 15, 15 to two surfaces located on both sides of the insertion portion 14 </ b> A of the contact portion 14 </ b> B of the step prevention member 14. There is an advantage that can be further increased. In the case where the waterproofing tape 15 is fixed to the contact portion 14B with an adhesive, the waterproofing tape 15 is configured by providing an adhesive layer on one side of the waterproofing tape 15 in advance, or the adhesive is used as the waterproofing tape 15. Or it will apply | coat directly to the contact part 14B. Further, the dimension of the contact portion 14B of the step preventing member 14 in the panel mounting direction can be made larger than that in FIG. 8 to increase the contact area with the panel 1, and the panel is further stepped. Not only can this be prevented, but there is an advantage that the water stop effect can be further enhanced. The dimension in the insertion direction of the insertion portion 14A of the step prevention member 14 may be any dimension as long as it does not protrude from the indoor surface of the panel 1 in the inserted state. As described above, the interior corners are filled with a filler such as putty so that the chamfered recesses do not occur between the two end portions of the panels 1 and 1 and the surfaces are flush with each other. The step prevention member 14 may be made of various synthetic resins such as flame retardant polyethylene, ABS resin, and vinyl chloride, or may be other materials such as metal.
[0021]
The posture holding member 6 can be reduced in weight by being formed of synthetic resin, but can also be formed of metal or the like. Further, as shown in FIG. 3, the posture holding member 6 is a pair of plate-like members that sandwich the plate-like horizontal portion 6A (thickness of about 10 mm) that receives the lower surface of the panel and both sides in the thickness direction of the panel without any gaps. It is composed of a substantially U-shaped erection rail provided with vertical (upward) clamping portions 6B and 6C (thickness of about 10 mm). Of the pair of vertical holding portions 6B and 6C, the height (about 10 mm) of the vertical holding portion 6C on the indoor side is lower than the height (about 50 mm) of the vertical holding portion 6B on the outdoor side. It is configured. In addition, a cut 6M is formed along the panel mounting direction on the inner surface of the connecting corner portion between the vertical holding portion 6C and the horizontal portion 6A on the indoor side. The vertical holding portion 6C can be separated from the horizontal portion 6A.
The short-sized built-in rail 13 shown in FIG. 3 is also a pair of plates (thickness: about 10 mm) sandwiching both the plate-like horizontal portion 13A (thickness: about 10 mm) and the both sides in the thickness direction of the panel. Although it is advantageous in terms of manufacturing cost by constituting the substantially U-shaped configuration including the vertical (downward) holding portions 13B and 13C, other shapes may be used.
[0022]
In FIG. 1, the posture holding member 6 is configured to have a long dimension that fits all the lower ends of all the panels 1, so that the fitting with the panel 1 can be reliably performed. As shown in a), a large number of notches 6K are formed in a state in which the positions are shifted in the side-by-side direction of the panel 1, that is, in the longitudinal direction of the posture holding member 6, and the notches 6K You may comprise from what erected many vertical pinching parts 6B or 6C on both sides. Further, as shown in FIG. 5B, the posture holding member 6 is composed of horizontal portions 6A and 6A formed on both sides in the thickness direction of the panel 1 and a gate-shaped main body portion 6D having an open lower end. May be. In this case, the recessed part 4B for the said main-body part 6D to enter in the heat insulation layer 4 of the lower end of the panel 1 will be formed. Further, as shown in FIG. 5C, the interval between the vertically sandwiching portions 6B and 6C with respect to the horizontal portion 6A is set so as to enter the pair of grooves 4M and 4M formed in the heat insulating layer 4 of the panel 1. The posture holding member 6 may be configured with the above. 5 (a) and 5 (b), it is necessary to change the shape of the heat insulating layer 4 at the lower end of the panel 1, but as shown in FIG. If the dimension L1 of the horizontal portion 6A is the same or smaller than the thickness L2 of the inorganic plate 3, there is an advantage that the horizontal portion 6A is not exposed indoors. In FIG. 5C, if the end portion dimension L3 of the horizontal portion 6A is the same as or smaller than the thickness L4 of the inorganic plate 3 of the panel 1, the horizontal portion 6A is not exposed indoors. It is.
[0023]
Examples of the foamable synthetic resin constituting the heat insulating layer 4 include polystyrene foam, polyethylene foam, rigid polyurethane foam, flexible polyurethane foam, rigid vinyl chloride foam, urea foam, phenol foam, acrylic foam, cellulose acetate foam, and other plastic foams. However, it is not limited to these.
[0024]
【The invention's effect】
  According to the first aspect of the present invention, by fixing the posture holding member to the indoor floor, the temporary holding operation can be completed only by fitting the lower ends of the plurality of panels to the posture holding member. In addition, it is possible to provide a method for constructing a heat insulating panel that also serves as a mold material and can perform a temporary fixing operation more easily and quickly than a conventional method of temporarily fixing a plurality of panels while positioning them. Moreover, the panel can be temporarily fixed more stably only by fastening the back surface of the heat insulating panel for both the formwork material and fitted and held by the posture holding member to the reinforcing bar using a soft steel wire. .Furthermore, the posture holding member is composed of a simple shape having a horizontal portion that receives the lower surface of the panel and a pair of vertical holding portions that hold both sides in the thickness direction of the panel, that is, a substantially U-shaped built-in rail. Therefore, not only is the manufacturing cost advantageous, but the panel can be fitted to the erection rail without any improvement, and the degree of freedom in designing the panel can be increased. Moreover, since the cut along the panel attachment direction is formed on the inner surface of the connecting corner portion between the vertical holding portion and the horizontal portion on the indoor side, the vertical direction along the cut after completion of the construction of the heat insulating panel for both the formwork material Since the clamping part can be separated from the horizontal part, the indoor surface of the panel can be flattened over the entire upper and lower regions.
[0026]
  Claim2According to the invention, the height of the vertical holding portion on the indoor side of the pair of vertical holding portions constituting the erection rail is configured to be lower than the height of the vertical holding portion on the outdoor side. Therefore, it is possible to reduce the protruding portion protruding upward on the indoor side, so even if the protruding portion is not removed, the interior is not greatly hindered, and there is no removal work of the vertical holding portion, The work can be simplified.
[0028]
  Claim3According to the invention ofA horizontal portion that receives the upper surface of the panel and a pair of vertically sandwiching portions that sandwich both sides in the thickness direction of the panel,Fits to the top edge of the attached panel,BothIt is configured to be long enough to extend over the top edges of adjacent panels.An upper built-in rail is provided.,This topBy fitting the built-in rails across the upper ends of adjacent panels, the adjacent panels can be made difficult to be displaced from each other in the surface direction, which is advantageous in terms of construction.
[0029]
  Claim4According to the invention, the plate located on the indoor side of the two plates is an inorganic plate of the quasi-incombustible or quasi-incombustible board, and the plate located on the outdoor side is constituted by a medium fiberboard, The surface of the inorganic plate is not deformed by the side pressure generated when the concrete is placed between the panel and the formwork, and the surface of the inorganic plate is flattened after the concrete is placed. This eliminates the need to apply a decorative material such as wallpaper or cloth directly to the wall surface of the inorganic board, thereby shortening the construction period by simplifying the construction work process.
[0030]
  Claim5According to the invention of the step prevention member, it is possible to prevent a part of both panels from protruding into the room due to the concrete pressure at the time of placing the concrete, simply by inserting the step prevention member between the opposing end surfaces of the adjacent panels. By preventing contact at the contact part, it is possible to prevent the indoor side surfaces of both panels from becoming uneven, and there is no need for finishing processing to make the surfaces of the uneven panels flush. This is advantageous in terms of construction. If you insert the prevention member from the side of the concrete structure where you plan to place the panel between the opposing end faces of the adjacent panels, you will not need to remove the prevention member after placing the concrete. In addition to being more advantageous in terms of surface, there is an advantage that it can function as a water stop member that can prevent the moisture of the concrete from entering the gap between the opposing end surfaces of the panels. If the water stop tape is provided in the contact portion, there is an advantage that the water stop effect can be further enhanced. As the concrete pressure is received by the unevenness prevention member, the panel surface can be corrected to be in a flush state.
[0031]
  Claim6According to the invention, the step prevention member is integrated with the insertion portion formed in a flat plate shape having substantially the same size as the vertical dimension of the panel, and extended from one end of the insertion portion in a direction perpendicular to the insertion direction. The panel is formed in a substantially T shape in a plan view composed of a contact portion formed in a flat plate shape that is substantially the same as the vertical dimension of the insertion portion that is in surface contact with the indoor surface of both adjacent panels. It is possible to reliably prevent the panel from being stepped at any position in the front-rear direction of the panel by allowing the abutting portion to abut over the entire vertical direction of the indoor side surface or the concrete structure side surface of the panel. There are advantages.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a state in which a plurality of panels are temporarily fixed in a flush state.
FIG. 2 is a perspective view showing a state immediately before the panel is fitted to the posture holding member.
FIG. 3 is a partial cross-sectional side view showing a state immediately before the panel is fitted to the posture holding member.
FIG. 4A is a longitudinal sectional view showing a state in which concrete is poured and cured after fixing a formwork with a support material and a binding material, and FIG. It is a longitudinal cross-sectional view which shows the state which removed the material and one formwork.
FIGS. 5A, 5B, and 5C are perspective views of the posture holding member partially omitted. FIGS.
FIG. 6 is a perspective view showing a state where a plurality of panels are temporarily fixed in a flush state by inserting a step prevention member.
FIG. 7 is a perspective view of the panel showing a state immediately before inserting the step prevention member.
FIG. 8 is a cross-sectional view showing a state after inserting a step prevention member from the indoor side and placing concrete.
FIG. 9 is a cross-sectional view showing a state after inserting a different step prevention member from the outdoor side and placing concrete.
FIG. 10 is a cross-sectional view showing a state after inserting a step prevention member with a waterproof tape attached from the outdoor side and placing concrete.
[Explanation of symbols]
1 Panel 2 Inorganic board
2A surface 2B outer peripheral surface
3 Inorganic plate 3A Surface
3B Outer peripheral surface 4 Heat insulation layer
4A Outer peripheral surface 4B Recess
5 Concrete wall
6 Posture holding member (built-in rail)
6A Horizontal part 6B, 6C Longitudinal clamping part
6D Body 6K Notch
6M notch 7 Spacing member
8 Formwork 9 Vertical pier
10 Square steel pipe 11 Support material
12 Bonding material 13 Built-in rail
13A Horizontal part 13B, 13C Vertical pinching part
14 Indentation prevention member
14A insertion part 14B contact part
14C bulging part 15 water stop tape

Claims (7)

コンクリート壁構造物の室内側に配設し、室外側に間隔を隔てて配設した他の型枠との間にコンクリートを打設し、養生硬化後のコンクリート壁の室内側に残す捨て型枠兼用パネルの施工方法であって、室内側床面上にパネルをそれの下端との嵌合により所定姿勢に保持するための姿勢保持部材として、パネルの下面を受ける水平部とパネルの厚み方向両側を挟持する一対の縦向き挟持部とを備え、前記室内側の縦向き挟持部と水平部との連結角部内面にパネル併設方向に沿う切り込みを形成したほぼUの字形状の建て込み用レールからなる姿勢保持部材を固定し、この姿勢保持部材に複数のパネルの下端を嵌合して保持させることで該複数のパネルをコンクリート壁構造物の室内側にほぼ面一状で配置し、室外側にセパレータ等の間隔保持部材により前記パネルから所定間隔を隔てて他の型枠を配置し、これら型枠材兼用断熱性パネル及び他の型枠を縦桟木や角鋼管等からなる支保工材及び緊結材により固定した後、前記型枠材兼用断熱性パネルと他の型枠との間にコンクリートを打設し、養生硬化後において前記支保工材、緊結材、他の型枠を取り外して、前記型枠材兼用断熱性パネルを内装材として利用することを特徴とする型枠材兼用断熱性パネルの施工方法。Abandoned formwork placed on the indoor side of the concrete wall structure and placed on the outside of the outdoor wall with a space between the other formwork and left on the indoor side of the concrete wall after curing. A method for constructing a dual-purpose panel, wherein the horizontal portion that receives the lower surface of the panel and both sides in the thickness direction of the panel are used as posture holding members for holding the panel on the indoor floor surface in a predetermined posture by fitting with the lower end of the panel. And a pair of vertically sandwiched portions, and a substantially U-shaped built-in rail in which cuts are formed along the panel attachment direction on the inner surface of the connecting corner between the vertically sandwiched portion and the horizontal portion on the indoor side. A plurality of panels are arranged substantially flush with the indoor side of the concrete wall structure by fixing and holding the bottom ends of the plurality of panels in the posture holding member. Spacing of separators, etc. on the outside After another mold frame is arranged at a predetermined interval from the panel by the material, and these mold frame material and heat insulating panel and other mold frame are fixed by a support material and a binding material made of vertical bars, square steel pipes, etc. Concrete is placed between the formwork material combined heat-insulating panel and another formwork, and after the curing and curing, the support material, binding material, and other formwork are removed, and the formwork material heat insulation is used. A method for constructing a heat insulating panel that is also used as a formwork material, characterized by using an insulating panel as an interior material. 前記建て込み用レールを構成する一対の縦向き挟持部のうちの室内側の縦向き挟持部の高さを室外側の縦向き挟持部の高さよりも低い寸法に構成してなる請求項記載の型枠材兼用断熱性パネルの施工方法。According to claim 1, comprising constituting a lower dimension than the height of the vertical clamping unit the height of the outdoor side of the vertical clamping portion of the interior side of the pair of vertical clamping parts which constitute the like an anchor rail Method of thermal insulation panel for both formwork material. 前記パネルの上面を受ける水平部とパネルの厚み方向両側を挟持する一対の縦向き挟持部とを備え、前記併設されたパネルの上端に嵌合する、又は前記併設されて隣り合うパネルの上端同士に渡る程度の長さに構成した上部建て込みレールを設けこの上部建て込みレールを該隣り合うパネルの上端同士に渡って嵌合してなる請求項又は記載の型枠材兼用断熱性パネルの施工方法。 And a pair of vertical clamping unit for clamping the horizontal portion and both sides in the thickness direction of the panel which receives the upper surface of the panel, fitted to the upper end of the hotel's panels, or panels adjacent to each other juxtaposed prior Symbol The formwork material according to claim 1 or 2, wherein an upper erection rail configured to have a length extending between upper ends is provided , and the upper erection rail is fitted over the upper ends of the adjacent panels. Construction method for combined heat insulation panels. 前記パネルが、少なくともコンクリート壁の厚み方向両端に位置する無機質板と有機質板とを備え、それら2枚の板の間に発泡性合成樹脂を充填して発泡硬化させることにより、該2枚の板間に固着一体化した断熱層を形成してなる請求項1記載の型枠材兼用断熱性パネルの施工方法。  The panel includes at least an inorganic plate and an organic plate positioned at both ends in the thickness direction of the concrete wall, and between the two plates, a foamable synthetic resin is filled between the two plates and foam-cured, whereby the two plates are sandwiched. The construction method of the heat insulating panel for mold materials according to claim 1, wherein the heat insulating layer is integrally fixed. 前記2枚の板のうちの室内側に位置する板を準不燃又は準不燃ボードの無機質板とし、かつ、室外側に位置する板を中質繊維板としてなる請求項記載の型枠材兼用断熱性パネルの施工方法。The two plate located on the interior side of the plate as the inorganic board of the quasi-incombustible or quasi incombustible board, and the form member combined as claimed in claim 4 wherein comprising a plate located on the outdoor side as wood containing Fibreboard How to install thermal insulation panels. 前記パネル併設方向で隣り合うパネル同士の対向端面間に室内側又は打設予定のコンクリート構造物側から差し込み可能な差し込み部と、この差し込み部の差し込み完了に伴って前記両パネルそれぞれの室内側表面又はコンクリート構造物側表面に接当してコンクリート打設時のコンクリート圧により該両パネルが室内側に移動することを阻止する接当部とからなる段違い防止部材を備えてなる請求項1記載の型枠材兼用断熱性パネルの施工方法。  An insertion part that can be inserted from the indoor side or the concrete structure side to be placed between the opposing end faces of the panels adjacent to each other in the panel mounting direction, and the indoor side surface of each of the panels when the insertion of the insertion part is completed Or a step preventing member comprising a contact portion that contacts the concrete structure side surface and prevents the panels from moving to the indoor side due to the concrete pressure when the concrete is placed. Construction method for formwork and thermal insulation panel. 前記段違い防止部材が、前記パネルの上下寸法とほぼ同一寸法を有する平板状に形成された前記差し込み部と、この差し込み部の一端から差し込み方向と直交する方向に延出されて一体化されると共に前記隣り合う両パネルの室内側表面に面接当する該差し込み部の上下寸法とほぼ同一の平板状に形成された前記接当部とからなる平面視においてほぼT字状に形成されてなる請求項記載の型枠材兼用断熱性パネルの施工方法。The step prevention member is integrated with the insertion portion formed in a flat plate shape having substantially the same size as the vertical dimension of the panel, and extended from one end of the insertion portion in a direction perpendicular to the insertion direction. 2. A plan view formed of a flat plate having substantially the same vertical dimension as the insertion portion that is in surface contact with the indoor side surfaces of the two adjacent panels. The construction method of the heat insulating panel combined with formwork material of 6 .
JP2001177972A 2000-07-14 2001-06-13 Construction method of heat insulation panel for formwork Expired - Fee Related JP4738642B2 (en)

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