JP4067091B2 - Residual perforated frame for formwork, concrete frame and concrete frame construction method - Google Patents

Residual perforated frame for formwork, concrete frame and concrete frame construction method Download PDF

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JP4067091B2
JP4067091B2 JP2002312377A JP2002312377A JP4067091B2 JP 4067091 B2 JP4067091 B2 JP 4067091B2 JP 2002312377 A JP2002312377 A JP 2002312377A JP 2002312377 A JP2002312377 A JP 2002312377A JP 4067091 B2 JP4067091 B2 JP 4067091B2
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concrete
frame
residual
mold
formwork
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JP2004143881A (en
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伸之 坂本
則夫 仙洞田
茂樹 相馬
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東横テクノプラン株式会社
ヤマナシケンソー株式会社
株式会社サンゴ
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【0001】
【発明の属する技術分野】
本発明はコンクリート躯体を形成するための型枠用残存多孔枠およびコンクリート躯体の施工方法に関する。
【0002】
【従来技術】
従来、表面を凸凹などの化粧面とし、且つ、裏側に型枠用残存枠同士を連結するナットなどの連結部や、組み上げた型枠の立ち姿勢を支持するための鉄筋などのセパレーターを溶接などで固定するためのボルトなどのセパレーター取付部を設けてなる、四角板枠からなる型枠用残存コンクリート化粧枠および非化粧の型枠用残存コンクリート平枠と、この型枠用残存コンクリート化粧枠および型枠用残存コンクリート平枠とで型枠を形成してコンクリートを打設して、該型枠をそのままコンクリート躯体に残存させるコンクリート躯体の施工方法が知られている。
【0003】
【発明が解決しようとする課題】
上述した従来技術は、残存コンクリート平枠同士を接続した連結金具にセパレーターを固定して支持しながら組み上げるので、作業者が落下する危険の無い高さで絶えず作業が行える安全な施工方法であるが次に述べるような欠点があった。
第1に、残存コンクリート平枠がコンクリート製であることから1枚が50キログラム〜78キログラムと大変な重量があり、現場での移動や設置は重機や複数作業者で行なわなければならず、型枠の組み上げ作業においては連結金具で複数枚を連結した状態での移動や運送はその重量のために連結金具を固定する埋め込みナットを引き出しコンクリート平枠を損傷させてしまうことから、一枚一枚を持ち上げ一枚一枚組み込んで形成して行かざるを得ないものであり、作業・施工効率が大変悪い、重量物であるので一回のトラックでの輸送が少なく不経済である、残存コンクリート平枠も高価であるなどの欠点を有するため材料コストが高くなるという欠点があった。
第2に、長いコンクリート躯体を形成する場合、何回かに分けて横にコンクリート躯体を打ち継ぎ足して行く打ち継ぎ施工を行なうのであるが、打ち継ぎ部位の形成はコンパネ材や平鉄板を金属枠に張り付けた型枠用撤去枠によらなけらばならないので、打ち継ぎ面が平らなとなりその打ち継ぎ部はひび割れと同様にコンクリート躯体の構造耐力上の欠陥箇所となり易いとともに美観等の空間性能において欠陥箇所となりやすい、これを解消するために高圧噴射水を当てて平らな打ち継ぎ面を凸凹形状にする処理を行わなければならない、この作業は上部に行くにしたがって足場を組んでの高所での熟練大工作業となり熟練工の配置、足場と型枠の設置と撤去、落下の危険があるなどの欠点を持っていた。
第3に、コンクリート平枠は型枠のコーナー部を形成するものは、それに合った長さや傾斜などにカットしたものを使用するが、カットの際の粉塵による作業者の健康への悪影響、カットした残存物の処理などに対応しなければならないという欠点があった。
第4に、接続し組み上げた枠の姿勢を支持するのに、鉄筋などのセパレーターを枠に熔接するのであるが、その熔接部位は水平に突起したボルトや枠の縁とセパレーターの接触点を熔接するものであったため、熔接部分が小さく看る者に強度上の不安を与えてしまう、熔接不良や熔接強度不足が生じやすいという欠点があった。
【0004】
本発明は以上のような従来の欠点に鑑み、高い施工効率と安全な作業性を実現するとともに材料コストと施工コストの軽減を実現する型枠形成用残存多孔枠、コンクリート躯体およびコンクリート躯体の施工方法を提供することを目的としている。
【0005】
本発明の前記ならびのそのほかの目的と新規な特徴は次の説明を添付図面と照らし合わせて読むと、より完全に明らかになるであろう。
ただし、図面はもっぱら解説のためであって、本発明の技術的範囲を限定するものではない。
【0006】
【課題を解決するための手段】
上記目的を達成するために、本発明はコンクリート打設用型枠を形成するための型枠用残存多孔枠であって、ボルトや溶接や連結金具などにより複数枚連結した状態で移動させても容易には破損したり変形したりしない強靭な金属製部材からなる開口枠体と、この開口枠体に該開口を覆うように張られるあるいは張られた、金属板に多数の切込みを配列設けて該金属板を引き伸ばして形成した略傾斜孔や、前記切込部分を押し出して形成した顎状部位により形成された孔などの、打設されたコンクリート流動物が外側に漏れ難く且つコンクリートが充填されてコンクリート小突起を形成する孔を多数配列設けてなる多孔板と、ナットにより前記開口枠体同士を連結する該ナットが螺合する雄ネジが螺刻されてなる枠体連結部、該開口枠体の姿勢を支持する鉄筋などのセパレーターを熔接するセパレーター溶接部とからなるL形態のあるいはL形態にできる連結手段とで型枠形成用残存多孔枠を構成している。
【0007】
また、 開口枠体、この開口枠体に該開口を覆うように張られるあるいは張られた、金属板に多数の切込みを配列設けて該金属板を引き伸ばして形成した傾斜壁間に形成された孔や、金属板に形成した切込部分を押し出して形成した顎状部位により形成された孔などの、打設されたコンクリート流動物が外側に漏れ難く且つコンクリートが充填されてコンクリート小突起を形成する孔を多数配列設けてなる多孔板とからなる型枠用残存多孔枠と、型枠用残存コンクリート化粧枠と、地面に当接するなどして隠れる部位や打ち継ぎ部位を、前記型枠用残存多孔枠を接続し組み上げ形成した隠れ残存型枠部、地面から露出し景観を形成する部位を、前記型枠用残存コンクリート化粧枠を接続し組み上げ形成した露出残存型枠部とからなる残存型枠と、この残存型枠に充填したコンクリートとでコンクリート躯体を構成している。
【0008】
また、開口枠体、この開口枠体に該開口を覆うように張られるあるいは張られた、金属板に多数の切込みを配列設けて該金属板を引き伸ばして形成した傾斜壁間に形成された孔や、金属板に形成した切込部分を押し出して形成した顎状部位により形成された孔などの、打設されたコンクリート流動物が外側に漏れ難く且つコンクリートが充填されてコンクリート小突起を形成する孔を多数配列設けてなる多孔板とからなる型枠用残存多孔枠を、地中埋設される部位に接続し組み上げ内側で鉄筋などのセパレーターで姿勢を支持して隠れ残存型枠部を形成する隠れ残存型枠部形成工程と、前記隠れ残存型枠部にコンクリートを打設する地中部コンクリート打設工程と、この地中部コンクリート打設工程で打設した地中コンクリート躯体が硬化した状態で、表に露出する部位を型枠用残存コンクリート化粧枠を接続し組み上げ内側で鉄筋などのセパレーターで姿勢を支持するとともに地面に隠れる面やコンクリート打ち継ぎ面などの非露出部位を前記型枠用残存多孔枠で組み上げ内側で鉄筋などのセパレーターで姿勢を支持してなる露出残存型枠部を前記隠れ残存型枠部上に形成する露出残存型枠部形成工程と、前記露出残存型枠部にコンクリートを打設する地上部コンクリート打設工程とでコンクリート躯体の施工方法を構成している。
【0009】
【発明の実施の形態】
以下、図面に示す実施の形態により、本発明を詳細に説明する。
【0010】
図1ないし図8に示す本発明の第1の実施の形態において1は型枠用残存多孔枠(以下「残存多孔枠」と表することもある。)であって、この型枠用残存多孔枠1はL鋼で形成された1200ミリ×600ミリ×骨幅40ミリあるいは900ミリ×1800ミリ×骨幅55ミリあるいは400ミリ×400ミリ×厚3.2ミリの方形の開口枠体2と、この開口枠体2の表側にその開口を覆うように溶接されて張られた、切込みを多数配列設けた略0.5mm〜1.5mm厚の金属板を引き伸して前記切込みを略六角形状に開き形成されてなる、打設されたコンクリート流動物3が漏れ難く且つコンクリートが充填されてコンクリート小突起20を形成する孔形態である、傾斜45度で壁幅5ミリの傾斜壁4、4間に形成された略六角形の孔幅35ミリの略傾斜孔6を交互に連続させて多数配列設けてなる略格子状形態の多孔板7と、開口枠体2同士をボルトで接続するために適宜に開口枠体2の左右上下部位に設けられたナット部材とネジ通し孔からなる雌ネジ部8と、開口枠体2の側部、上部、底部に適宜に設けられた枠同士をボルトで接続するためのネジ通し穴9とからなっている。開口枠体2の重量は1200ミリ×600ミリ×40ミリ、多孔板の厚みが0.8mmのもので12キログラムである。
多孔板は、例えば、金属板に多数の切込みを配列形成し、その切込部分を凸押し出して顎形態の孔を多数形成してなる椀顎形態、傾斜顎形態などの多孔板なども良い。この場合の型枠用残存多孔枠の重量は15〜16キログラム程度となる。
開口枠体はC鋼、角パイプ鋼、木材、合成樹脂製やこれらの組合せによるものなど多様なものがある。
【0011】
型枠用残存多孔枠1の接続組立は、該1を数枚程度前もって連結しておいた連結体50aを基礎10にアンカーボルト11を打ち立て、上と表示している方を上にしてネジ通し穴9にアンカーボルト11を通してナット12で基礎に立て固定する。
型枠用残存多孔枠1同士の接続は平板鋼からなり4つの雌ネジ部8に対応したネジ通し穴13を有する連結金具14により行なう。
型枠用残存多孔枠1を基礎上に横に並べながら、最下部と最上部に連結金具14を両枠に跨るようにあて、ボルト15をネジ通し穴13に通し雌ネジ部8に螺合締付けて両者を接続固定しながら、第1段目を形成して行く。
第1段目の型枠用残存多孔枠1同士の接合部分に中心が行くように第2段目の型枠用残存多孔枠1を載せて、すでに第1段目に固定されている連結金具14にボルトを通し第2段目に載せた型枠用残存多孔枠1の雌ネジ部8に螺合しめつけて第1段目に第2段目の型枠用残存多孔枠1を接続固定して行く。あわせて第2段目同士の型枠用残存多孔枠1、1の当接部分と第1段目の型枠用残存多孔枠1の中央部に連結金具14を当て両残存多孔枠をボルト15とその連結金具14で接続固定する。
ネジ通し穴13にボルト15を通し締め付け接続固定する。以上の操作を繰り返し、基礎に適宜に打ち立てたアンカー17や対向側を鉄筋などからなるセパレーター18を適宜に溶接するなどして、型枠用残存多孔枠1の姿勢および位置を固定支持して隠れ残存型枠部19を形成する。
連結金具14を使用せずあるいは使用を少なくして、ネジ通し穴9,9にボルトを通してナットで接続固定するのもよい。これにより、連結金具の使用をしないあるいは少なくできるので、コストを軽減することができる。
連結金具は使用場所によりL型やコ型やT型などのものを使用するのもよい。
型枠用残存多孔枠1を前もって縦3〜5枚×横1〜2枚程度連結してあるものを組立てて行くのが、強度的にも効率的にもよい。
傾斜孔6の向きは、打設するコンクリートの流動粘度により、上向き、下向き、横向きとコンクリート突起が形成される向きにする。
【0012】
型枠の施工に際して、型枠用残存多孔枠1は一枚の重量が大きいものでも12キログラムと軽量であるので、作業員一人でも重機などを持ちいらずに、持ち運び型枠への組立を容易に行なうことができるとともに、強靭であるので複数枚を前もって連結しておいて運ぶことが容易にできるので、重機で吊ったり数人で持ち運び持ち上げ型枠を組み上げて行くことが容易に行え、施工効率を大幅にアップさせることができる。
また、工場で複数枚を連結した状態にして現場に輸送するより効率的な施工を実現する。また、工場で平形態板や湾曲形態板を接続して多角支柱体や円柱体を形成する支柱型枠を形成して現場に運び施工するなどのより効率的なことが容易に行なえる。
また、工場や現場での残存多孔枠の前もっての複数枚の連結や支柱型枠の形成は、ボルトではなく溶接により容易に速く安価に行なえるのでより効率的な施工と、低コストを実現する。
【0013】
図6ないし図8において、型枠用残存多孔枠1を使用してのコンクリート躯体21の施工方法例について説明する。
(1)基礎10を形成する基礎形成工程(図6)、
(2)型枠用残存多孔枠1を、地中埋設される部位に接続し組み上げ内側でセパレーター18で姿勢を支持して隠れ残存型枠部部22を形成する隠れ残存型枠部形成工程(図6)、
(3)隠れ残存型枠部部22にコンクリート23を打設する地中部コンクリート打設工程(図6)、
(4)地中部コンクリート打設工程で打設した地中コンクリート躯体24が硬化した状態で、表に露出する部位を四角形の型枠用残存コンクリート化粧枠25を接続し組み上げ内側でセパレーター18で姿勢を支持するとともに地面に隠れる面やコンクリート打ち継ぎ面などの非露出部位を型枠用残存多孔枠1で組み上げ内側でセパレーター18で姿勢を支持してなる露出残存型枠部26を隠れ残存型枠部部22上に形成する露出残存型枠部形成工程(図7)、
(5)露出残存型枠部26にコンクリートを打設する地上部コンクリート打設工程(図7)、により行ない地上コンクリート躯体27とともにコンクリート躯体21を完成させる(図8)。
隠れ残存型枠部22および露出残存型枠部26はそのコンクリート躯体の高さや幅により、型枠形成とコンクリート打設を何回かに分けて行なう。
また、コンクリートの打設は型枠部の一段ごとに行う、複数段で行うなど任意である。
基礎も型枠用残存多孔枠1で基礎型枠を形成して行なうのがよい。
また、長いコンクリート躯体の場合、何回かに分けて打ち継ぎ施工を行うのであるが、側面である打ち継ぎ部位が無数の凸凹け形態であるので、打ち継ぎ部分の曲げせん断耐力が一体打ちと同程度の力学的な性状を実現するので、高品質の打ち継ぎコンクリート躯体を実現する。
隠れ残存型枠部部22は地中部位とともに露出残存型枠部26の背部を形成しており、このような構成も本発明の技術的範囲に入るものである。
【0014】
【発明の異なる実施の形態】
次に、図9ないし図11に示す本発明の異なる実施の形態につき説明する。
なお、これら発明の異なる実施の形態の説明に当たって、前記本発明の第1の実施の形態と同一構成部分には同一符号を付して重複する説明を省略する。
【0015】
図9および図10に示す本発明の第2の実施の形態において前記本発明の第1の実施の形態と主に異なる点は、型枠用残存多孔枠29を構成する開口枠体30の構成を、前部を3本の胴縁L鋼31,32,33を上下に間隔を置いて並べ設け、この胴縁L鋼31,32,33の両端を接続固定してなる支柱L鋼34,35とで形成し、真ん中の胴縁L鋼32を除く各L鋼にネジ通し穴9を適宜に設け、係止穴36を適宜な部位に設けた多孔板37を合成樹脂製あるいは金属製の取付金具38で係止固定するための多孔板取付孔39を全胴縁L鋼に設けてなる点にある。
図10に示すように型枠40を組み上げる場合、開口枠体30同士を何枚か連結しておいた連結体50a〜50nを基礎に立設して所定の傾きにセパレーター18を基礎側のアンカー(図示せず)と連結体とを溶接して立設状態を固定して、接続組み上げ多孔板37を取り付けて行く。
また、胴縁L鋼31,32,33と支柱L鋼34,35をバラバラの状態にしておき夫々を所定の部位に固定するネジ通し穴を設けて、現場等でボルトとナットにより接続して開口枠体30を形成して使用するのもよい。これは、開口枠体の組立や溶接が必要ないのでより安価に提供できる、トラック輸送がより大量に行なえるので輸送コストを軽減できるなどの効果が得られる。
また、内側隅が丸くならないように板鋼材を特別に折り曲げた高価なL鋼を使用せず、汎用の安価なL鋼を切断してその端方をなんら加工をすることなく溶接あるいはボルト接合により形成できるので、形成費用の低コスト化を図れるという効果を得ることができる。
また、この場合、表側となる胴縁はコンクリート硬化後にナットを外し、取り外して繰り返し使用することも可能とできる。
また、多孔板37を開口枠体30に型枠を形成前あるいは形成途中で溶接により取り付けるようにするのがよい。このようにする場合は係止穴36、多孔板取付孔39および取付金具38を必要としない構成とできるのでコストが軽減される。
【0016】
図11に示す本発明の第3の実施の形態において前記本発明の第1の実施の形態と主に異なる点は、連結金具42をT形状の金具本体43と、この金具本体43の先端部前方に突出形成されたてその先端がU型形態の先部44、44、44を有する係止部45、45,45を設けた点にある。
開口枠体2のフレームを避けて傾けて開口枠体2に当て、当て押した状態で左側に回して、ハンマーで叩き込んで嵌合先部44,44,44を対応するネジ通し穴9,9,9に嵌合させて、開口枠体2,2同士を接続する。
ネジを締める手間が無く、作業効率を上げることができる。
【0017】
図12に示す本発明の第4の実施の形態において前記本発明の第1の実施の形態と主に異なる点は、開口枠体および型枠用残存多孔枠52a〜52nの形成を現場での鉄骨の組立および多孔板30の後付で形成するようにしたものである。
図12に示す部位は型枠53の側壁部分で打ち継ぎ部位である。
型枠を形成するL鋼からなる骨材は支柱54a〜54nと、胴縁55a〜55nの胴縁とで形成される。
アンカーボルト11を型枠形成部位に立て且つ内側に十字型のアンカー56を適宜に立設した基礎57を打設する。
胴縁55aを基礎57に背を外側にして固定し、支柱55bと支柱55iをボルト15とナットで接続し立て、胴縁55a〜55hを支柱の接続を適宜に行ないながら接続して行く。
組み上げ中に適当にセパレーター18で胴縁とアンカー56連結して姿勢を固定する。セパレーター18での連結は該18の料先端を所定の流させフック形成し、一方を胴縁のネジ通し穴に通し他方をアンカー56に十字形状を利用して番線で締め付け固定する。こうすることにより、溶接機を必要とせず雨天でも作業ができる。
多孔板30を胴縁に鉄板ドリルビスや溶接や取付金具などで固定する。
2本の胴縁と10本の支柱の組合せにより、打設したコンクリート躯体が硬化したら、支柱はボルトを外し撤去して繰り返し利用することが可能である。例えば、コンクリート躯体形成済みの部位の支柱を次の段の型枠に使用し、最終段において地中に残存させるなどのことが可能となる。
【0018】
図13に示す本発明の第5の実施の形態において前記本発明の第1の実施の形態と主に異なる点は、開口枠体1にネジ通し穴13を適宜に設け該1同士をボルト15とナット12により連結するようにし、且つ、ナット12が螺合する雄ネジ58が螺刻されてなる枠体連結部59と、開口枠体1の姿勢を支持する鉄筋などのセパレーター18を熔接するセパレーター溶接部60とからなる略L型棒状形態の連結手段61を設けた点にある。
このような構成とすることにより、セパレーター熔接部60の向きを垂直にあるいは水平に回動させてその向きをセパレーターの向きに合わせることができ、これにより溶接部分62を広い範囲のものにでき、看た目にも実際にも十分な熔接強度を実現するものである。
また、セパレータ熔接部を水平方向あるいは垂直方向に回動できる、例えば枠体連結部に加締めピンなどの軸によりセパレーター溶接部を回動可能に軸支するなどの構成にするのもよい。回動は加締めにより摩擦のあるきつめに動作されるようにするのがよい。このような構成とすることにより、多様な方向からのセパレーターとセパレーター溶接部の平行な当接を実現できる。
【0019】
【発明の効果】
以上の説明から明らかなように、本発明にあっては次に列挙する効果が得られる。
【0020】
(1)型枠の施工に際して、型枠用残存多孔枠は開口枠体をL鋼としたものでも一枚の重量が1200ミリ×600ミリ×40ミリで多孔板の板厚が0.8mmのもので12キログラムと軽量で且つ強靭であるので、作業員一人で重機などを持ちいらずに、持ち運び型枠への組立を容易に行なうことができるとともに、複数枚を前もって連結しておいて、重機で吊ったり数人で運び持ち上げ型枠を組み上げて行くことができ、型枠を組み上げながら同時進行で複数枚の残存多孔枠を溶接やボルト接合や連結金具により連結する作業をも進めるなどのことができるので、施工効率を大幅に向上させることができ、また、軽量であるのでトラックでの現場までの運送も一回で大量に行なうことができ、施工コストを大幅に軽減することができるという効果を得ることができる。
また、工場で複数枚を連結した状態にして現場に輸送する、工場で支柱コンクリート躯体を形成する支柱型枠を形成して現場に運ぶなどの効率化を容易に行えるなどの効果を得ることができる。
また、金属製の残存多孔枠の工場や現場での前もっての複数枚の連結や支柱型枠の形成は、ボルトではなく溶接により容易に速く行なえ、開口枠に連結のためのボルト通し穴やナットを設けないものでもよく、より低コストと効率的な施工を実現するとともに多様な形態の型枠形成に柔軟に対応できるという効果を得ることができる。
(2)傾斜孔や顎孔により多数のコンクリート小突起による凸凹面を形成するものであるので、特に打ち継ぎ部位が無数の凸凹形態となり、打ち継ぎ部分の曲げせんだん耐力が一体打ちと同程度の力学的な性状を実現するとともに、凸凹形成のための特別な処理の解消、残存枠であることから熟練工でなくても出来る施工、型枠撤去の不必要と安全な作業性の実現など高効率低コスト施工を実現するという効果を得ることができる。
(3)開口枠体を金属製のものとしたものは、カットした場合に粉塵がたつことがなく且つ廃棄物100パーセントがリサイクルできるので処理負担が無いという効果を得ることができる。
【0021】
(4)ナットにより開口枠体同士を連結する該ナットが螺合する雄ネジが螺刻されてなる枠体連結部と、該開口枠体の姿勢を支持する鉄筋などのセパレーターを熔接するセパレーター溶接部とからなる略L型棒状形態の連結手段を設けてなるものは、セパレータ溶接部が確りと固定されているのでセパレーターを当てての熔接作業が大変容易であり、側部に取付けた場合はセパレーター溶接部の垂直角度を、横部に取付けた場合はセパレータ溶接部の水平角度を自在に調節することができるので、セパレーターとセパレータ溶接部の熔接部分を大きくとることができ、見た目にも実際にも確りとした熔接を実現するという効果を得ることができる。
また、連結手段は連結ボルトの連結孔を使用すればよく、連結孔の形成を少なくでき且つ連結手段を使用した分だけボルトの使用が減るので経済的である。
【図面の簡単な説明】
【図1】本発明の第1の実施の形態の背面図。
【図2】図1の多孔板の部分拡大図。
【図3】本発明の第1の実施の形態の多孔板の機能概念図。
【図4】本発明の第1の実施の形態の型枠組立図。
【図5】本発明の第1の実施の形態の連結金具による連結状態図。
【図6】本発明の第1の実施の形態の隠れ残存型枠部形成図。
【図7】本発明の第1の実施の形態の露出残存型枠部形成図。
【図8】本発明の第1の実施の形態のコンクリート躯体完成図。
【図9】本発明の第2の実施の形態の組立分解斜視図。
【図10】本発明の第2の実施の形態の型枠組立施工図。
【図11】本発明の第3の実施の形態の連結金具の取付け図。
【図12】本発明の第4の実施の形態の型枠組立施工図。
【図13】本発明の第5の実施の形態の型枠組立て斜視図。
【符号の説明】
1:型枠用残存多孔枠、 2:開口枠体、
3:コンクリート流動物、 4:傾斜壁、
6:略傾斜孔、 7:多孔板、
8:雌ネジ部、 9:ネジ通し穴、
10:基礎、 11:アンカーボルト、
12:ナット、 13:ネジ通し穴、
14:連結金具、 15:ボルト、
16:ワッシャ−、 17:アンカー、
18:セパレーター、 19:隠れ残存型枠部、
20:コンクリート小突起、 21:コンクリート躯体、
22:隠れ残存型枠部部、 23:コンクリート、
24:地中コンクリート躯体、
25:型枠用残存コンクリート化粧枠、
26:露出残存型枠部、 27:地上コンクリート躯体、
29:型枠用残存多孔枠、 30:開口枠体、
31:胴縁L鋼、 32:胴縁L鋼、
33:胴縁L鋼、 34:支柱L鋼、
35:支柱L鋼、 36:係止穴、
37:多孔板、 38:取付金具、
39:多孔板取付孔、 40:型枠、
42:連結金具、 43:金具本体、
44:嵌合先部、 45:係止部、
50a〜50c:連結体
52a〜52c:型枠用残存多孔枠
53:型枠 54a〜54j:支柱
55a〜55h:胴縁 56:アンカー
58: 雄ネジ
59: 枠体連結部
60: セパレーター溶接部 61: 連結手段
62:熔接部分。
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a residual porous frame for a mold for forming a concrete frame and a method for constructing the concrete frame.
[0002]
[Prior art]
Conventionally, the surface has a decorative surface such as an uneven surface, and a connecting portion such as a nut that connects the remaining frames for the formwork to the back side or a separator such as a reinforcing bar to support the standing posture of the assembled formwork is welded. A residual concrete decorative frame for a mold and a residual concrete flat frame for a non-decorative mold, and a residual concrete decorative frame for the mold, which is provided with a separator mounting portion such as a bolt for fixing with A concrete frame construction method is known in which concrete is cast by forming a mold frame with a residual concrete flat frame for a mold frame, and the mold frame is left in the concrete frame as it is.
[0003]
[Problems to be solved by the invention]
The above-described prior art is a safe construction method that allows the operator to continuously work at a height without risk of falling because the separator is fixed to and supported by a connecting bracket that connects the remaining concrete flat frames. There were the following drawbacks.
First, since the remaining concrete flat frame is made of concrete, one piece has a heavy weight of 50 kg to 78 kg, and movement and installation on the site must be performed by heavy machinery and multiple workers. When assembling the frame, moving and transporting with multiple pieces connected by connecting brackets pulls out the embedded nut that fixes the connecting bracket due to its weight and damages the concrete flat frame one by one. It is unavoidable that it must be lifted and assembled one by one, and the work and construction efficiency is very poor. Since the frame has disadvantages such as being expensive, there is a disadvantage that the material cost becomes high.
Secondly, when forming a long concrete frame, it is divided into several times, and the jointing work is performed by adding the concrete frame sideways. Since the jointing surface must be flattened, the joint surface is flat and the joint is likely to be a defect in the structural strength of the concrete frame as well as cracks. In order to solve this problem, it is necessary to apply high-pressure jet water to make the flat joint surface uneven. This work is done at the height of the scaffolding as you go upward. It had the following disadvantages: skilled carpenter work, placement of skilled workers, installation and removal of scaffolding and formwork, risk of falling.
Thirdly, the concrete flat frame that forms the corner of the formwork is cut to the appropriate length or slope, but the adverse effects on the health of workers due to dust during the cut, cut However, there is a drawback that it is necessary to deal with the processing of the remaining residue.
Fourth, in order to support the posture of the connected and assembled frame, a separator such as a reinforcing bar is welded to the frame, but the welded part is welded to the contact point between the separator and the bolt that protrudes horizontally or the edge of the frame. Therefore, there is a drawback that poor welding and insufficient welding strength are likely to occur, which gives anxiety in strength to those who observe the welded portion small.
[0004]
In view of the conventional drawbacks as described above, the present invention realizes high construction efficiency and safe workability, as well as the remaining perforated frame for forming a mold, a concrete frame, and a concrete frame that realizes reduction of material cost and construction cost. It aims to provide a method.
[0005]
The above and other objects and novel features of the present invention will become more fully apparent when the following description is read in conjunction with the accompanying drawings.
However, the drawings are for explanation only and do not limit the technical scope of the present invention.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the present invention is a residual porous frame for forming a concrete mold for casting, which may be moved in a state of being connected by a plurality of bolts, welding or connecting metal fittings. An opening frame made of a strong metal member that is not easily damaged or deformed, and a plurality of notches arranged in a metal plate stretched or stretched over the opening frame so as to cover the opening The cast concrete fluid such as the substantially inclined hole formed by stretching the metal plate and the hole formed by the jaw-shaped part formed by extruding the cut portion is difficult to leak outside and is filled with concrete. A perforated plate in which a large number of holes for forming concrete small protrusions are arranged , a frame connecting portion formed by threading a male screw into which the nut is screwed to connect the opening frames with a nut, and the opening frame Figure of body Constitute a mold for forming the remaining porous frame at a coupling means that can be or L form of L form comprising a separator welds welding the separators, such as reinforcing bars for supporting the.
[0007]
Also, an opening frame, and a hole formed between the inclined walls formed by extending the metal plate by arranging a large number of cuts in the metal plate, which are stretched or stretched so as to cover the opening. Or, the cast concrete fluid such as the hole formed by the jaw-shaped part formed by extruding the cut part formed in the metal plate is difficult to leak to the outside and the concrete is filled to form a small concrete protrusion. Residual perforated mold frame comprising a perforated plate having a large number of holes arranged therein, residual concrete decorative frame for formwork, and a portion that is hidden by contact with the ground, such as a concealed part, and the remaining perforated formwork A hidden residual formwork part formed by connecting and assembling the frame, a residual formwork comprising an exposed residual formwork part formed by connecting and forming the residual concrete decorative frame for the formwork, which is exposed from the ground and forms a landscape. The concrete frame is composed of the concrete filled in the remaining formwork.
[0008]
Also, an opening frame body, and a hole formed between the inclined walls formed by extending the metal plate by arranging a large number of cuts in the metal plate, which are stretched or stretched so as to cover the opening. Or, the cast concrete fluid such as the hole formed by the jaw-shaped part formed by extruding the cut part formed in the metal plate is difficult to leak to the outside and the concrete is filled to form a small concrete protrusion. Connect the remaining perforated formwork frame, which consists of a perforated plate with a large number of holes arranged, to the part buried in the ground, and support the posture with a separator such as a reinforcing bar inside the assembly to form a hidden remaining formwork part The hidden residual formwork forming step, the underground concrete placing step for placing concrete in the hidden residual formwork portion, and the underground concrete frame placed in this underground concrete placing step are cured. In the state, connect the remaining concrete decorative frame for the formwork to the part exposed on the front surface, and support the posture with a separator such as a reinforcing bar on the inside of the assembly, and the unexposed part such as the surface hidden in the ground and the concrete joint surface An exposed residual mold part forming step of forming an exposed residual mold part on the inner side of the hidden residual mold part by supporting a posture with a separator such as a reinforcing bar on the inner side of the assembled residual porous frame for use, and the exposed residual mold part The construction method of the concrete frame is composed of the above-mentioned concrete placing process for placing concrete on the ground.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail with reference to embodiments shown in the drawings.
[0010]
In the first embodiment of the present invention shown in FIGS. 1 to 8, reference numeral 1 denotes a residual porous frame for a mold (hereinafter also referred to as “residual porous frame”), and this residual porous for a mold Frame 1 is made of L steel and has a square opening frame 2 of 1200 mm × 600 mm × bone width 40 mm or 900 mm × 1800 mm × bone width 55 mm or 400 mm × 400 mm × thickness 3.2 mm Further, a metal plate having a thickness of approximately 0.5 mm to 1.5 mm, which is welded and stretched so as to cover the opening on the front side of the opening frame body 2, is stretched to have a substantially hexagonal shape. An inclined wall 4 having an inclination of 45 degrees and a wall width of 5 mm, which is formed in an open shape so that the cast concrete fluid 3 is less likely to leak and is filled with concrete to form a concrete small protrusion 20. Approximate hexagonal hole width 35 formed between 4 In order to connect the perforated plate 7 having a substantially lattice shape in which a large number of substantially inclined holes 6 are alternately arranged in series and the opening frame bodies 2 to each other with bolts, the right and left upper and lower parts of the opening frame body 2 are appropriately arranged. It comprises a female threaded portion 8 comprising a nut member and a threaded hole provided, and a threaded hole 9 for connecting frames suitably provided on the side, top and bottom of the opening frame 2 with bolts. ing. The weight of the opening frame 2 is 1200 mm × 600 mm × 40 mm, and the porous plate has a thickness of 0.8 mm and is 12 kg.
The perforated plate may be, for example, a perforated plate or a perforated plate formed by arranging a large number of cuts in a metal plate and projecting the cut portions to form a number of jaw-shaped holes. In this case, the weight of the residual porous frame for molds is about 15 to 16 kilograms.
There are various types of opening frame bodies such as C steel, square pipe steel, wood, synthetic resin, and combinations thereof.
[0011]
The connection assembly of the residual porous frame 1 for molds is carried out by setting up anchor bolts 11 on the base 10 with the connecting body 50a in which several pieces of the 1 are connected in advance, and screwing them up with the one indicated as “up”. The anchor bolt 11 is passed through the hole 9 and fixed to the foundation with the nut 12.
The remaining perforated mold frames 1 are connected to each other by a connecting metal fitting 14 made of flat steel and having screw through holes 13 corresponding to the four female screw portions 8.
The remaining perforated frame 1 for molds is placed side by side on the foundation, with the fittings 14 straddling both frames at the bottom and top, and bolts 15 are threaded through the screw holes 13 and screwed into the female threaded portion 8. The first stage is formed while fastening and fixing the two together.
A fitting that has already been fixed to the first stage by placing the second stage residual mold frame 1 so that the center goes to the joint between the first stage residual mold frames 1. 14 is screwed into the female threaded portion 8 of the remaining porous frame 1 for the mold placed on the second stage, and the second porous residual frame 1 for the second stage is connected and fixed to the first stage. Go. At the same time, the connecting metal fitting 14 is applied to the contact portion of the second-stage mold residual porous frame 1, 1 and the central part of the first-stage residual mold frame 1, and both residual porous frames are bolted 15 together. And the connecting metal fitting 14 to fix the connection.
A bolt 15 is passed through the screw through hole 13 to fix the connection. The above operation is repeated, and the anchor 17 and the separator 18 made of a reinforcing bar or the like are appropriately welded to the foundation 17 so that the posture and position of the remaining mold frame 1 are fixedly supported and hidden. The remaining mold part 19 is formed.
It is also possible to connect and fix the screw through holes 9 and 9 with bolts and nuts without using the connection fitting 14 or reducing the use. As a result, it is possible to reduce or eliminate the use of connecting metal fittings, or to reduce the cost.
The connecting metal fitting may be L-shaped, U-shaped or T-shaped depending on the place of use.
It is good in terms of strength and efficiency to assemble the remaining perforated frame 1 for the formwork in which about 3 to 5 sheets in length and 1 to 2 sheets in width are connected in advance.
The direction of the inclined hole 6 is set to be an upward direction, a downward direction, a lateral direction, and a direction in which concrete protrusions are formed depending on the flow viscosity of the concrete to be placed.
[0012]
When constructing the formwork, the remaining perforated formwork frame 1 is as light as 12 kilograms, even if one piece is heavy, so even one worker can easily assemble it into a portable formwork without having to use heavy machinery. Since it is strong, it can be easily connected and transported in advance, so it is easy to hang it with heavy equipment or carry it with several people and assemble a lifting formwork. Efficiency can be greatly increased.
In addition, more efficient construction will be realized in which a plurality of sheets are connected in a factory and transported to the site. Further, it is possible to easily perform more efficient operations such as connecting a flat form plate or a curved form plate in a factory to form a support column form to form a polygonal support body or a cylindrical body and carrying it to the work site.
In addition, the connection of multiple sheets in advance and the formation of the column form in the factory or field can be done easily and cheaply by welding instead of bolts, thus realizing more efficient construction and lower cost. .
[0013]
6 to 8, an example of a method for constructing the concrete frame 21 using the residual porous frame 1 for formwork will be described.
(1) Foundation forming process for forming the foundation 10 (FIG. 6),
(2) Hidden residual mold part forming step of forming the residual residual mold part 22 by connecting the residual porous frame 1 for molds to a site buried in the ground and supporting the posture with the separator 18 inside the assembly ( (Fig. 6)
(3) An underground concrete placing step for placing concrete 23 on the hidden residual formwork portion 22 (FIG. 6),
(4) In the state where the underground concrete frame 24 placed in the underground concrete placing process is hardened, the part exposed to the front surface is connected to the square form residual concrete decorative frame 25 and assembled with the separator 18 inside the assembly. And a non-exposed portion such as a surface concealed on the ground and a concrete joint surface is assembled with the residual porous frame 1 for the formwork, and the exposed residual mold portion 26 formed by supporting the posture with the separator 18 on the inner side is hidden and the residual formwork is formed. An exposed residual mold part forming step to be formed on the part 22 (FIG. 7);
(5) The concrete concrete body 21 is completed together with the ground concrete body 27 (FIG. 8) by the ground part concrete placing step (FIG. 7) for placing concrete in the exposed residual mold part 26.
The hidden residual mold part 22 and the exposed residual mold part 26 perform mold formation and concrete placement in several steps depending on the height and width of the concrete frame.
In addition, the placing of concrete is optional, for example, performed for each stage of the mold part or in multiple stages.
The foundation is preferably formed by forming a foundation mold with the remaining porous frame 1 for molds.
In addition, in the case of a long concrete frame, jointing is performed in several times, but since the jointing part that is the side surface has an infinite number of concave and convex shapes, the bending shear strength of the jointing part is integrally cast. Realizes the same level of mechanical properties, resulting in a high-quality cast-in concrete frame.
The hidden residual mold part 22 forms the back part of the exposed residual mold part 26 together with the underground part, and such a configuration also falls within the technical scope of the present invention.
[0014]
Different Embodiments of the Invention
Next, different embodiments of the present invention shown in FIGS. 9 to 11 will be described.
In the description of the different embodiments of the present invention, the same components as those in the first embodiment of the present invention are denoted by the same reference numerals, and redundant description is omitted.
[0015]
The second embodiment of the present invention shown in FIG. 9 and FIG. 10 is mainly different from the first embodiment of the present invention in that the configuration of the open frame 30 constituting the mold residual porous frame 29 Is provided with three body edge L steels 31, 32, 33 arranged at intervals in the front part, and a column L steel 34 formed by connecting and fixing both ends of the body edge L steels 31, 32, 33. And a perforated plate 37 made of a synthetic resin or metal. The perforated plate 37 is appropriately provided with a threaded hole 9 in each L steel except the middle barrel edge L steel 32, and a locking hole 36 is provided at an appropriate portion. A perforated plate mounting hole 39 for locking and fixing with the mounting bracket 38 is provided in the entire body edge L steel.
As shown in FIG. 10, when assembling the formwork 40, the separators 18 are anchored on the foundation side by standing up on the basis of the connecting bodies 50a to 50n in which several opening frame bodies 30 are connected to each other. (Not shown) and a coupling body are welded, the standing state is fixed, and the connection assembly porous plate 37 is attached.
In addition, the threaded L steel 31, 32, 33 and the support L steel 34, 35 are separated and a screw through hole is provided to fix each of them to a predetermined part, and the bolts and nuts are connected at the site or the like. The opening frame 30 may be formed and used. This is advantageous in that it can be provided at a lower price since assembly or welding of the opening frame is not required, and the transportation cost can be reduced because truck transportation can be carried out in a larger amount.
Also, without using the expensive L steel, which is a specially bent sheet steel material so that the inner corners are not rounded, the general-purpose inexpensive L steel is cut and welded or bolted without any processing at the end. Since it can form, the effect that the formation cost can be reduced can be acquired.
Further, in this case, the body edge on the front side can be used repeatedly after removing the nut after the concrete is hardened and removing it.
The perforated plate 37 is preferably attached to the opening frame 30 by welding before or during the formation of the mold. In this case, the cost can be reduced because the locking hole 36, the perforated plate mounting hole 39 and the mounting bracket 38 are not required.
[0016]
The third embodiment of the present invention shown in FIG. 11 is mainly different from the first embodiment of the present invention in that the connecting metal fitting 42 is a T-shaped metal fitting main body 43 and the tip of the metal fitting main body 43. The front end of the vertical projection is provided with locking portions 45, 45, 45 having U-shaped tips 44, 44, 44.
Avoid the frame of the opening frame 2 and tilt it against the opening frame 2, turn it to the left in a pressed state, hit it with a hammer, and insert the fitting end portions 44, 44, 44 into the corresponding screw holes 9, 9. , 9 to connect the open frame bodies 2, 2 to each other.
There is no need to tighten the screw and work efficiency can be improved.
[0017]
In the fourth embodiment of the present invention shown in FIG. 12, the main difference from the first embodiment of the present invention is that the formation of the open frame body and the remaining porous frames 52a to 52n for the formwork is performed on site. It is formed by assembling the steel frame and retrofitting the perforated plate 30.
The part shown in FIG. 12 is a joining part in the side wall part of the mold 53.
The aggregate made of L steel forming the mold is formed by the support posts 54a to 54n and the trunk edges of the trunk edges 55a to 55n.
A foundation 57 is erected on which the anchor bolt 11 is raised at a formwork forming portion and a cross-shaped anchor 56 is appropriately erected on the inside.
The trunk edge 55a is fixed to the foundation 57 with the back outward, the column 55b and the column 55i are connected by the bolt 15 and the nut, and the trunk edges 55a to 55h are connected while appropriately connecting the columns.
During assembly, the posture is fixed by connecting the body edge and the anchor 56 with the separator 18 appropriately. In connection with the separator 18, a tip of the 18 material is flown in a predetermined manner to form a hook, and one is passed through a threaded hole on the trunk edge and the other is fastened and fixed to the anchor 56 with a number wire using a cross shape. By doing so, it is possible to work even in the rain without requiring a welding machine.
The perforated plate 30 is fixed to the trunk edge with an iron plate drill screw, welding, a mounting bracket or the like.
When the cast concrete frame is hardened by the combination of two barrel edges and ten columns, the columns can be used repeatedly by removing the bolts and removing them. For example, it is possible to use the column of the part where the concrete frame has been formed for the next stage formwork and to leave it in the ground at the final stage.
[0018]
The fifth embodiment of the present invention shown in FIG. 13 is mainly different from the first embodiment of the present invention in that screw holes 13 are appropriately provided in the opening frame body 1 and bolts 15 are connected to each other. And a nut 12, and a frame connecting portion 59 in which a male screw 58 into which the nut 12 is screwed is welded to a separator 18 such as a reinforcing bar that supports the posture of the opening frame 1. The connection means 61 of the substantially L-shaped rod shape which consists of the separator welding part 60 is provided.
By adopting such a configuration, the direction of the separator welding part 60 can be rotated vertically or horizontally to match the direction of the separator, thereby making the welded part 62 in a wide range, It is possible to realize sufficient welding strength both in terms of appearance and in practice.
Further, the separator welding portion may be rotated in the horizontal direction or the vertical direction. For example, the separator welding portion may be pivotally supported by a frame connecting portion by a shaft such as a crimping pin. It is preferable that the rotation is operated by tightening with friction. By setting it as such a structure, the parallel contact | abutting of the separator and separator weld part from various directions is realizable.
[0019]
【The invention's effect】
As is clear from the above description, the present invention has the following effects.
[0020]
(1) At the time of construction of the mold, even if the residual porous frame for the mold is L steel as the opening frame, the weight of one piece is 1200 mm x 600 mm x 40 mm and the thickness of the porous plate is 0.8 mm Because it is lightweight and strong with 12 kilograms, it can be easily assembled into a portable formwork without having a heavy machine etc. by one worker, and a plurality of sheets are connected in advance, You can hang it with heavy machinery or carry it by several people and assemble the formwork. Therefore, the construction efficiency can be greatly improved, and since it is lightweight, the truck can be transported to the site in large quantities at one time, and the construction cost can be greatly reduced. Toi Effect can be obtained.
In addition, it is possible to obtain an effect that it is easy to improve efficiency such as transporting to the site with multiple sheets connected in the factory, forming a column form to form a column concrete frame in the factory and carrying it to the site. it can.
In addition, it is possible to easily connect a plurality of metal remaining perforated frames in the factory or on-site in advance or to form a column mold by welding instead of using bolts. Bolt holes and nuts for connecting to the opening frame It is possible to obtain an effect that it is possible to flexibly cope with various forms of formwork while realizing lower cost and efficient construction.
(2) Since the concave and convex surfaces are formed by a large number of small concrete projections by the inclined holes and jaw holes, the jointed parts have innumerable irregularities, and the bending proof strength of the jointed parts is about the same as that of the single piece In addition to realizing the mechanical properties, it is possible to eliminate special processing for forming irregularities, to perform construction that can be done by non-skilled workers because it is a remaining frame, and to realize unnecessary work removal and safe workability. The effect of realizing efficient and low-cost construction can be obtained.
(3) When the opening frame body is made of metal, there is no dust when it is cut, and 100% of the waste can be recycled, so that there is no processing burden.
[0021]
(4) Separator welding for welding a frame connecting portion formed by threading a male screw to which the nut is connected to each other by a nut and a separator such as a reinforcing bar that supports the posture of the opening frame. If the separator welded part is firmly fixed, welding work with the separator is very easy, and when it is attached to the side part When the vertical angle of the separator weld is mounted on the side, the horizontal angle of the separator weld can be adjusted freely, so the welded portion between the separator and the separator weld can be made larger, and it is actually visible In addition, the effect of realizing reliable welding can be obtained.
Further, the connecting means only needs to use the connecting holes of the connecting bolts, and the formation of the connecting holes can be reduced, and the use of the bolts is reduced by the use of the connecting means, which is economical.
[Brief description of the drawings]
FIG. 1 is a rear view of a first embodiment of the present invention.
2 is a partially enlarged view of the porous plate of FIG.
FIG. 3 is a functional conceptual diagram of the perforated plate according to the first embodiment of the present invention.
FIG. 4 is an assembly drawing of a mold according to the first embodiment of the present invention.
FIG. 5 is a connection state diagram of the connection fitting according to the first embodiment of the present invention.
FIG. 6 is a hidden residual mold part forming view of the first embodiment of the present invention.
FIG. 7 is an exposed remaining mold part forming view of the first embodiment of the present invention.
FIG. 8 is a completion diagram of the concrete frame according to the first embodiment of the present invention.
FIG. 9 is an exploded perspective view of a second embodiment of the present invention.
FIG. 10 is an assembly construction drawing of the second embodiment of the present invention.
FIG. 11 is a mounting diagram of a coupling metal fitting according to a third embodiment of the present invention.
FIG. 12 is a form assembly construction diagram of the fourth embodiment of the present invention.
FIG. 13 is an assembled perspective view of a mold according to a fifth embodiment of the present invention.
[Explanation of symbols]
1: residual porous frame for mold, 2: open frame body,
3: Concrete fluid, 4: Inclined wall,
6: substantially inclined hole, 7: perforated plate,
8: Female thread part, 9: Screw through hole,
10: Foundation, 11: Anchor bolt,
12: Nut, 13: Screw hole,
14: Connecting bracket, 15: Bolt,
16: Washer, 17: Anchor,
18: Separator, 19: Hidden residual mold part,
20: concrete small protrusion, 21: concrete frame,
22: Hidden residual mold part 23: Concrete
24: Underground concrete frame,
25: Residual concrete decorative frame for formwork,
26: Exposed residual mold part, 27: Ground concrete frame,
29: Remaining porous frame for mold, 30: Opening frame,
31: Trunk edge L steel, 32: Trunk edge L steel,
33: waist L steel, 34: prop L steel,
35: Prop L steel, 36: Locking hole,
37: Perforated plate, 38: Mounting bracket,
39: Perforated plate mounting hole, 40: Formwork,
42: Connecting metal fitting, 43: Metal fitting body,
44: fitting part 45: locking part,
50a to 50c: Linked bodies 52a to 52c: Residual porous frame for mold 53: Molds 54a to 54j: Struts 55a to 55h: Trunk edge 56: Anchor 58: Male screw 59: Frame link 60: Separator weld 61 : Connection means 62: welded part.

Claims (4)

コンクリート打設用型枠を形成するための型枠用残存多孔枠であって、ボルトや溶接や連結金具などにより複数枚連結した状態で移動させても容易には破損したり変形したりしない強靭な金属製部材からなる開口枠体と、この開口枠体に該開口を覆うように張られるあるいは張られた、金属板に多数の切込みを配列設けて該金属板を引き伸ばして形成した傾斜壁間に形成された孔や、金属板に形成した切込部分を押し出して形成した顎状部位により形成された孔などの、打設されたコンクリート流動物が外側に漏れ難く且つコンクリートが充填されてコンクリート小突起を形成する孔を多数配列設けてなる多孔板と、ナットにより前記開口枠体同士を連結する該ナットが螺合する雄ネジが螺刻されてなる枠体連結部、該開口枠体の姿勢を支持する鉄筋などのセパレーターを熔接するセパレーター溶接部とからなるL形態のあるいはL形態にできる連結手段とからなることを特徴とする型枠用残存多孔枠。Residual perforated frame for forming concrete casting molds, toughness that does not easily break or deform when moved in a state where multiple pieces are connected by bolts, welding or connecting brackets An opening frame made of a metal member, and an inclined wall formed by extending the metal plate by arranging a large number of cuts in the metal plate that are stretched or stretched to cover the opening. Such as a hole formed in a metal plate or a hole formed by a jaw-shaped part formed by extruding a notched portion formed in a metal plate, and the poured concrete fluid hardly leaks outside and is filled with concrete. A perforated plate in which a large number of holes for forming small protrusions are arranged , a frame body connecting portion formed by threading a male screw into which the nut is coupled to each other by means of a nut, and the opening frame body. Support posture Mold for residual porous frame, characterized in that it consists of a connecting means a separator, such as rebar as possible or L form of L form comprising a separator welds welding that. 開口枠体を形成する金属製骨材がバラ状態からなり、この金属製骨材を型枠形成時に開口枠体に組み上げて、組み上げたこの開口枠体に多孔板を張り付けるようにしてなることを特徴とする請求項1記載の型枠用残存多孔枠。  The metal aggregate forming the opening frame is in a loose state, and the metal aggregate is assembled to the opening frame at the time of forming the mold, and a porous plate is attached to the assembled opening frame. The residual porous frame for a mold according to claim 1, wherein: 開口枠体、この開口枠体に該開口を覆うように張られるあるいは張られた、金属板に多数の切込みを配列設けて該金属板を引き伸ばして形成した傾斜壁間に形成された孔や、金属板に形成した切込部分を押し出して形成した顎状部位により形成された孔などの、打設されたコンクリート流動物が外側に漏れ難く且つコンクリートが充填されてコンクリート小突起を形成する孔を多数配列設けてなる多孔板とからなる型枠用残存多孔枠と、型枠用残存コンクリート化粧枠と、地面に当接するなどして隠れる部位や打ち継ぎ部位を、前記型枠用残存多孔枠を接続し組み上げ形成した隠れ残存型枠部、地面から露出し景観を形成する部位を、前記型枠用残存コンクリート化粧枠を接続し組み上げ形成した露出残存型枠部とからなる残存型枠と、この残存型枠に充填したコンクリートとからなることを特徴とするコンクリート躯体。  An opening frame body, a hole formed between the inclined walls formed by stretching the metal plate by arranging a large number of cuts in the metal plate, which is stretched or stretched over the opening frame body so as to cover the opening, Holes that are not easily leaked to the outside, such as holes formed by jaw-shaped parts formed by extruding cut portions formed on metal plates, and that are filled with concrete to form concrete protrusions. A residual perforated mold frame comprising a plurality of perforated plates, a residual concrete decorative frame for the mold, and a portion that is hidden by contact with the ground or a portion to be joined, the residual perforated frame for the mold Connected and assembled hidden residual mold part, exposed part from the ground to form a landscape, residual mold form consisting of the residual residual mold part connected and assembled with the residual concrete decorative frame for the mold, and this Concrete skeleton, characterized by comprising a filled to exist formwork concrete. 開口枠体、この開口枠体に該開口を覆うように張られるあるいは張られた、金属板に多数の切込みを配列設けて該金属板を引き伸ばして形成した傾斜壁間に形成された孔や、金属板に形成した切込部分を押し出して形成した顎状部位により形成された孔などの、打設されたコンクリート流動物が外側に漏れ難く且つコンクリートが充填されてコンクリート小突起を形成する孔を多数配列設けてなる多孔板とからなる型枠用残存多孔枠を、地中埋設される部位に接続し組み上げ内側で鉄筋などのセパレーターで姿勢を支持して隠れ残存型枠部を形成する隠れ残存型枠部形成工程と、前記隠れ残存型枠部にコンクリートを打設する地中部コンクリート打設工程と、この地中部コンクリート打設工程で打設した地中コンクリート躯体が硬化した状態で、表に露出する部位を型枠用残存コンクリート化粧枠を接続し組み上げ内側で鉄筋などのセパレーターで姿勢を支持するとともに地面に隠れる面やコンクリート打ち継ぎ面などの非露出部位を前記型枠用残存多孔枠で組み上げ内側で鉄筋などのセパレーターで姿勢を支持してなる露出残存型枠部を前記隠れ残存型枠部上に形成する露出残存型枠部形成工程と、前記露出残存型枠部にコンクリートを打設する地上部コンクリート打設工程、とからなることを特徴とするコンクリート躯体の施工方法。  An opening frame body, a hole formed between the inclined walls formed by stretching the metal plate by arranging a large number of cuts in the metal plate, which is stretched or stretched over the opening frame body so as to cover the opening, Holes that are not easily leaked to the outside, such as holes formed by jaw-shaped parts formed by extruding cut portions formed on metal plates, and that are filled with concrete to form concrete protrusions. Hidden remaining mold frame is formed by connecting the remaining perforated mold frame consisting of a plurality of perforated plates to the site embedded in the ground and supporting the posture with a separator such as a reinforcing bar inside the assembly. Formwork part forming process, underground concrete placing process in which concrete is placed in the hidden residual formwork part, and the underground concrete frame placed in this underground concrete placing process is cured Connect the remaining concrete decorative frame for the formwork to the exposed part on the surface, and support the posture with a separator such as a reinforcing bar inside the assembly, and the unexposed part such as the surface hidden in the ground and the concrete joint surface remain for the formwork An exposed residual mold part forming step for forming an exposed residual mold part on the inner side of the hidden residual mold part by supporting a posture with a separator such as a reinforcing bar on the inner side of the assembly with a porous frame, and a concrete in the exposed residual mold part A method for constructing a concrete frame, characterized by comprising the above-mentioned concrete placing step for placing a concrete.
JP2002312377A 2002-10-28 2002-10-28 Residual perforated frame for formwork, concrete frame and concrete frame construction method Expired - Fee Related JP4067091B2 (en)

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