JP3776759B2

JP3776759B2 - Construction method of structure using solidifying material

Info

Publication number: JP3776759B2
Application number: JP2001200358A
Authority: JP
Inventors: 典道右田; 信和大槻; 智宏田中
Original assignee: 新技術工営株式会社
Priority date: 2001-07-02
Filing date: 2001-07-02
Publication date: 2006-05-17
Anticipated expiration: 2021-07-02
Also published as: JP2003013454A

Description

【０００１】
【発明の属する技術分野】
本発明は、法面、道路等に接する壁面、地盤強化のための保護面等の設置面に、固化材を用い内部補強部材を有する構造体を、簡単な作業で構築できるようにした固化材を用いた構造体の構築方法に関する。
【０００２】
【従来の技術】
従来において、法面等の設置面の強化、保護のためには、コンクリートで設置面を覆って強化、保護する方法がある。コンクリートが設置面を全体的に保護するには、設置面を凹凸の少ない均一な面にする必要があり、施工作業に時間のかかるものであった。また、この凹凸のある設置面を残してコンクリートを付設するには凹凸に沿って配筋作業を行う必要があり施工作業の時間がかかり困難な作業であった。
【０００３】
【発明が解決しようとする課題】
本発明が解決しようとする課題は、従来のこれらの問題点を解消し、補強部材の設置作業が容易にでき、ならい性よく設置面の凹凸に対応して確実に設置面を保護できる固化材を用いた構造体の構築方法を提供することにある。
【０００４】
【課題を解決するための手段】
かかる課題を解決した本発明の構成は、
１）加圧力で変形しやすく且つ固化材の通過を許容する立体的な立体ならい体を構造体の設置面に複数並列させ、しかも同立体ならい体はネットをロール状に巻いた構造とし、同立体ならい体上に加圧部材を配置し、複数並列した立体ならい体の側方に側方部材を配置し、前記加圧部材を立体ならい体を押し付けて設置面と加圧部材との間の空間形状に応じて立体ならい体を変形させ、加圧部材と側方部材と設置面とで囲まれる空間に固化材を注入し、立体ならい体を内部補強部材とする構造体を構築できるようにした固化材を用いた構造体の構築方法。
２）加圧力で変形しやすく且つ固化材の通過を許容する立体的な立体ならい体を加圧部材の内側に複数並列状態に取り付けて補強部材付型枠板とし、しかも同立体ならい体はネットをロール状に巻いた構造とし、設置面上に同補強部材付型枠板を配置し、前記立体ならい体の側方に側方部材を配置し、補強部材付型枠板の加圧部材を立体ならい体に押し付けて設置面と加圧部材との間の空間形状に応じて立体ならい体を変形させ、加圧部材と側方部材と設置面とで囲まれる空間に固化材を注入し、立体ならい体を内部補強部材とする構造体を構築できるようにした固化材を用いた構造体の構築方法。
３）加圧力で変形しやすく且つ固化材の通過を許容する立体的な立体ならい体を構造体の設置面に複数並列させ、しかも同立体ならい体がネットを四角柱形状になるよう巻いた構造とし、同立体ならい体上に加圧部材を配置し、複数並列した立体ならい体の側方に側方部材を配置し、前記加圧部材を立体ならい体を押し付けて設置面と加圧部材との間の空間形状に応じて立体ならい体を変形させ、加圧部材と側方部材と設置面とで囲まれる空間に固化材を注入し、立体ならい体を内部補強部材とする構造体を構築できるようにした固化材を用いた構造体の構築方法。
４）加圧力で変形しやすく且つ固化材の通過を許容する立体的な立体ならい体を加圧部材の内側に複数並列状態に取り付けて補強部材付型枠板とし、しかも同立体ならい体がネットを四角柱形状になるよう巻いた構造とし、設置面上に同補強部材付型枠板を配置し、前記立体ならい体の側方に側方部材を配置し、補強部材付型枠板の加圧部材を立体ならい体に押し付けて設置面と加圧部材との間の空間形状に応じて立体ならい体を変形させ、加圧部材と側方部材と設置面とで囲まれる空間に固化材を注入し、立体ならい体を内部補強部材とする構造体を構築できるようにした固化材を用いた構造体の構築方法。
５）加圧力で変形しやすく且つ固化材の通過を許容する立体的な立体ならい体を構造体の設置面に複数並列させ、同立体ならい体上に加圧部材を配置し、複数並列した立体ならい体の側方に側方部材を配置し、前記加圧部材を立体ならい体を押し付けて設置面と加圧部材との間の空間形状に応じて立体ならい体を変形させ、加圧部材と側方部材と設置面とで囲まれる空間に固化材を注入し、しかも加圧部材が立体ならい体との間にスペーサーを介して加圧するようにして固化材のみの層を形成するようにし、立体ならい体を内部補強部材とする構造体を構築できるようにした固化材を用いた構造体の構築方法。
６）加圧力で変形しやすく且つ固化材の通過を許容する立体的な立体ならい体を加圧部材の内側に複数並列状態に取り付けて補強部材付型枠板とし、設置面上に同補強部材付型枠板を配置し、前記立体ならい体の側方に側方部材を配置し、補強部材付型枠板の加圧部材を立体ならい体に押し付けて設置面と加圧部材との間の空間形状に応じて立体ならい体を変形させ、加圧部材と側方部材と設置面とで囲まれる空間に固化材を注入し、しかも加圧部材が立体ならい体との間にスペーサーを介して加圧するようにして固化材のみの層を形成するようにし、立体ならい体を内部補強部材とする構造体を構築できるようにした固化材を用いた構造体の構築方法。
７）加圧部材が、コンクリート構造部材である請求項１，３，５いずれか記載の固化材を用いた構造体の構築方法。
８）立体ならい体が、ネットをロール状に巻いた構造である請求項３〜６いずれかに記載の固化材を用いた構造体の構築方法。
９）立体ならい体が、ネットを四角柱形状になるように巻いた構造である請求項５又は６いずれかに記載の固化材を用いた構造体の構築方法。
１０）立体ならい体の高さが、設置面の凹凸の高低差より大きくした請求項１〜６いずれかに記載の固化材を用いた構造体の構築方法。
１１）アンカーを設置する法面を設置面とし、請求項１〜６，８〜１０いずれかに記載の固化材を用いた構造体の構築方法で施工した構造体上にアンカーの地上定着部を配置し、アンカーの引張部材が構造体を貫通するようにして地上定着部に接続してアンカーを取り付けるようにした法面のアンカー構築方法。
１２）アンカーを設置する法面を設置面とし、請求項１〜６，８〜１０いずれかに記載の固化材を用いた構造体の構築方法で施工した構造体上面部の加圧部材を取り除き、構造体上にアンカーの地上定着部を配置し、アンカーの引張部材が構造体を貫通するようにして地上定着部に接続してアンカーを取り付けるようにした法面のアンカー構築方法。
にある。
【０００５】
【作用】
本発明では、設置面に立体ならい体を複数並列させることで補強部材の設置を簡単に行う。設置後に、加圧部材を立体ならい体に押しつけると、設置面と加圧部材との間の空間形状に応じて立体ならい体が変形した状態となる。この状態で加圧部材と側方部材と設置面とで囲まれ立体ならい体が位置する空間に固化材を注入し、固化させ形成した構造体は、設置面に対応した内部補強部材を有する構造体となる。
加圧部材が、コンクリート構造部材であるものは、構造部材の下面で立体ならい体を押し付けるようにし構造体を形成する。
補強部材付型枠板を用意したものは、立体ならい体と加圧部材を取り付け、補強部材付型枠板とし、補強部材付型枠板ごとに搬送、設置ができるようにする。立体ならい体がネットをロール状に巻いた構造のものは、ロール状に巻くことによって変形可能でかつ強い強度を保つ構造となる。
立体ならい体がネットを四角柱形状になるように巻いたものは、四角柱形状に巻くことによって変形可能でかつ強い強度を保つ構造となる。
立体ならい体の高さが、設置面の凹凸の高低差より大きくしたものは、確実に立体ならい体が加圧部材で変形するようにする。
加圧部材が立体ならい体との間にスペーサーを介するようにしたものは、加圧部材がスペーサーを介して立体ならい体を加圧することで、立体ならい体が直接加圧部材に接しないようにし、固化材のみの層を形成する。
隣接する立体ならい体を連結したものは、一体的に取り扱えるようにし、また、立体ならい体が設置の際に重なってしまうようなことがないようにする。
側方部材が設置面周辺の構造部材を使用するものは、既設の設置面周辺の構造部材を利用して構造体を構築する。
法面を設置面とし、構造体上にアンカーの地上定着部を設置したものと、加圧部材を取り除いた構造体上にアンカーの地上定着部を設置したものは、表面ならい性がある固化材を用いた構造体の構築方法によって法面に対応させて構築した構造体上に安定よくアンカーを設ける。
【０００６】
【発明の実施の形態】
設置面には、法面、道路等に接する壁面、地盤強化のための保護面、建物の基礎、平地面、側壁、他の構造体の内外面、他の構造体の一部、他の型枠板などがあり、固化材を用いた構造体で保護する面であれば、どのような面でもよい。また、他の型枠板上に構造体を設けてブロックとして製造する型枠面を設置面とするようにしてもよい。
立体ならい体は隣接させたものを互いに結束するようにしてもよい。
構造体は別の構造体又は別の構造部材に接続できるように、立体ならい体の一部を外部に突出させたり、つなぎ筋を外周に設けたりしてもよい。
側方部材は他の構造部材で代用させることもある。
加圧部材及び側方部材には固化材注入の際に空気を抜きやすくするよう空気抜き孔を設けるようにしてもよい。
側方部材には、ゴム板、柔軟性のあるシート、空気や水を排出できる細目のメッシュ、加圧部材の周端を折曲させたものなどがあり、固化材の外部への流出を防ぐもの又は外部への流出が一部のみであるものである。
側方部材は、湾曲させたり、折曲させたりするなどして加圧した際の立体ならい体による外部方向への圧力、及び固化材による外部方向への圧力に抵抗できるようにするのが好ましい。
構造体上には別のコンクリート体を設けるようにして、構造物の構築等に用いるようにしてもよい。
固化材には、コンクリート系のものや非コンクリート系のものがあり、コンクリート系のものとしてはポルトコンクリート，レジンコンクリート，モルタル，ノースランプコンクリートなどがあり、非コンクリート系のものとしては発泡ウレタン樹脂，アクリル樹脂，アスファルト，ゴムなどがあり、目的、用途から決めればよい。
立体ならい体は、円柱形、角柱形、球形など立体的な形状で、ネット，骨材などで構成され、且つ固化する前に流し込んだ固化材がスムーズに通過・充填でき、加圧部材の加圧によって設置面の凹凸にならうように弾性変形又は塑性変形するものである。
アンカーの地上定着部の形状に十字型などがあり、必要に応じて決めればよい。
アンカーの地上定着部を加圧部材として使用する場合には、シートの形状を十字型にするなどしてアンカーの形状に対応させるようにしてもよい。
立体ならい体の材質としては、金属、ＰＰ等のプラスチック、ゴム、樹脂繊維、アラミド樹脂などがあり、立体ならい体の形状や強度から決めればよい。また、廃棄される金網等の廃材を利用するようにしてもよい。
固化材を用いた構造体からは側方外部に向って内部から鉄筋を突出させて、別のコンクリート体又は構造体などと容易に連結できるようにしてもよい。
【０００７】
【実施例】
本発明の実施例について図面を参照して具体的に説明する。
図１〜５に示す実施例は、法面を設置面とし加圧部材として用いた型板上にアンカーを設けるようにした固化材を用いた構造体の構築方法の例である。
図１，２は実施例の固化材を用いた構造体の構築方法の説明図である。図３は実施例の固化材を用いた構造体の構築方法に用いたロール状ネットの説明図である。図４は実施例の固化材を用いた構造体の構築方法の説明図である。図５は実施例の固化材を用いた構造体の構築方法の説明図である。
図中、１は固化材を用いた構造体であるコンクリート体、２は側方部材として用いたゴム板、３は立体ならい体として用いたロール状ネット、３ａは鋼線材、４は加圧部材として用いた型板、５は固化材として用いたコンクリート硬化材、７はアンカー、７ａは地上定着部、７ｂは引張部材、１１は法面である。
【０００８】
本実施例は法面の強化・安定のために法面上にコンクリート体１を設けるものである。
ロール状ネット３は、図２に示すように蛇行した形状の鋼線材３ａでネットを構成し、このネットを一方の端から巻きつけて、円柱状にしたものである。蛇行した形状の鋼線材３ａで構成することにより、適度な弾性を得ることができる。
型板４は、並列させたロール状ネット３を覆える大きさ、形状で、所定の耐力を有する厚さ、材質となっている。
アンカー７は、十字形状で中央に貫通穴を有する地上定着部７ａと、所定深さまで差し込んで地中に固定する引張部材７ｂからなる。
【０００９】
本実施例の固化材を用いた構造体の構築方法を用いて、法面をコンクリート体で安定・保護するには、まず、法面１１から上方に向ってアンカーの引張部材７ｂの上端部が突出するようにアンカーの引張部材７ｂを法面に設置する（図４（ａ））。
次に引張部材７ｂの地上突出部分が中央の位置となるよう法面１１上に所定の数のロール状ネット３を並列に配置する（図４（ｂ））。
次に、型板４には、あらかじめ貫通穴を設け、その貫通穴に引張部材７ｂを通すようにして、型板４が配置したロール状ネット３を覆うようにし、型板４とゴム板２でロール状ネット３をほぼ封止する（図４（ｃ））。
次に、図５（ａ）に示すように引張部材７ｂに螺合で締付部材を取り付けてその締付部材を締め付け型板４を法面１１に押し付けるようにする。これにより、ロール状ネット３は上側が型板４に接し、下側が法面１１に適度な弾性で押し付けることになる。よって、ロール状ネット３は、法面１１の凹凸にならうよう変形する。
次に、図５（ｂ）に示すように型板４とゴム板２で覆った空間内にコンクリート硬化材５を注入してコンクリート体１を形成する。
このように、本実施例では、配筋作業をロール状ネット３を置き加圧するだけで法面１１の凹凸にならうように配筋することができる。型枠４によって変形したロール状ネット３の鋼線材３ａは、適度な間隔を有しながら設置面の凹凸にならうため、十分に配筋作業を行った状態となる。これにより配筋作業を省くことができ作業時間を大幅に短縮できる。
次に、図５（ｃ）に示すように型板４上にアンカー７の地上定着部７ａを引張部材７ｂが貫通し上部に突出するよう配置し、引張部材７ｂに締付部材を螺着して地上定着部７ａを固定する。
このようにして図１，２，図５（ｃ）に示すようにアンカー７を取り付ければ、法面に凹凸がある場合でも簡単な作業でアンカー７を安定して設置することができる。
また、コンクリート体１は、ロール状ネット３が補強材となって高い強度を得ることができ、さらにロール状ネット３により形状が保持されるのでコンクリート硬化材の硬化が始まった後の初期状態における固定性が非常にすぐれている。
また、コンクリート体１の上面の傾きや厚み等は、現場で容易に調整することができ便利である。このように本実施例の固化材を用いた構造体の構築方法は現場での対応性に非常にすぐれている。
【００１０】
図６に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
実施例の他の例では、型板４と法面１１の間にコンクリート硬化材５を注入してコンクリート体１を形成した後に、型板４を取りはずし、コンクリート体１上にアンカー７の地上定着部７ａを設置している。このように型板４を取りはずすようにしてもよい。
【００１１】
図７に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、８は補強部材付型枠板である。
図７に示す実施例の他の例では、型板４に並列して配置したロール状ネット３とゴム板２を取り付けた補強部材付型枠板８をあらかじめ用意し、法面１１に押し付けるようにしてロール状ネット３が法面の凹凸にならうようにし、コンクリート硬化材５を型板４とゴム板２で覆った空間に注入してコンクリート体１を形成する。このように補強部材付型枠板８をあらかじめ容易するようにすれば、さらに効率よく作業を短期間で行うようにできる。また、図７に示すようにアンカーを用いないようにしてコンクリート体１で法面を保護するようにしてもよい。
また、この図７の実施例の他の例では側方部材として用いたゴム板２の下部がやや内側に曲がる形状にしている。このようにゴム板２を曲げた形状にして内部の圧力が高くなった際に圧力に抵抗しやすい形状にしてもよい。
【００１２】
図８に示すのは、実施例の固化材を用いた構造体の構築方法に用いた立体ならい体の他の例である。
図中、９は立体ならい体として用いた四角柱状巻きネットである。
このように立体ならい体は適度な弾性と固化材の通過性を有するものであればどのような形状のものでもよい。
【００１３】
図９に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、１０は型板である。
図９に示す他の例では型板１０の形状を十字形状にしアンカーの地上定着部７ａに対応させている。このように型板形状によってコンクリート体の形状を状況目的に応じたものにすればよい。
【００１４】
図１０に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、１２は別のコンクリート構造部材、１３はしん材である。
図１０に示す他の例では、加圧部材として別のコンクリート構造部材１２を用いるようにし、しん材１３がコンクリート体１と別のコンクリート構造部材１２を連結するようにしている。このように、別のコンクリート構造部材１２を加圧部材として用いるようにしてもよい。
【００１５】
図１１に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、１５は立体ならい体として用いた四角柱状ネットである。
このように四角柱形状の四角柱状ネット１５を立体ならい体として用いるようにしてもよい。
【００１６】
図１２に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、１６は立体ならい体として用いた枝状ならい体である。
このように棒体を枝状にして構成した枝状ならい体１６を立体ならい体として用いるようにしてもよい。
【００１７】
図１３，１４に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、１７，１８は立体ならい体として用いた球状ならい体である。
図１３，１４に示すように球状の立体ならい体を用いるようにしてもよい。
【００１８】
図１５に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、１９はコイル状ならい体である。
図１５に示すように、金属や樹脂などの部材をコイル状にしてコイル状ならい体１９として用いるようにしてもよい。
【００１９】
図１６に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、２０は別のコンクリート構造部材、２１はつなぎ筋である。
図１６に示すようにコンクリート体１及び隣接した別のコンクリート構造部材２０をそれぞれに設けたつなぎ筋２１で接続するようにしてもよい。
【００２０】
図１７に示すのは、実施例の固化材を用いた構造体の構築方法の他の例である。
図中、２３，２４はスペーサー、２５は連結具である。
図１７に示すように、複数の並列させた四角柱状ネット１５を連結具２５で連結し、スペーサー２３を介して型板４に取りつけるようにし、さらに、四角柱状ネット１５の下面にはそれぞれスペーサー２４を取り付けるようにする。このようにすれば、型板４と四角柱状ネット１５の間にはスペーサー２３の分、コンクリート硬化材５のみで四角柱状ネット１５が位置しない層を形成することができる。また、四角柱状ネット１５の下面と設置面の間にはスペーサー２４の分、コンクリート硬化材５のみで四角柱状ネット１５が位置しない層を形成することができる。強度、耐久性から必要な場合にはこのように固化材のみの層を形成するようにすればよい。
【００２１】
【発明の効果】
本発明によれば、補強部材の設置作業が容易にでき、ならい性よく設置面の凹凸に対応して確実に設置面に構造体を構築できる。また、構造体の上面の傾きや厚み等を現場で容易に調整できる。
加圧部材が別のコンクリート構造部材であるものは、設置面の凹凸に対応して別の構造部材の設置を行うことができる。
ならい体ユニットを用意したものは、さらに効率よく作業を行うことができる。
立体ならい体がネットをロール状に巻いた構造のものと立体ならい体がネットを四角柱形状になるように巻いたものは、コストを抑制して構造体を構築できる。
立体ならい体の高さが、設置面の凹凸の高低差より大きくしたものは、確実に設置面の凹凸に立体ならい体がならうよう変形させてさらに確実に設置面が保護できるようにする。
加圧部材が立体ならい体との間にスペーサーを介するようにしたものは、固化材のみの層を形成してより耐久性のある構造体を構築する。
隣接する立体ならい体を連結したものは、より取り扱いを容易にでき、さらに作業を簡単にすることができる。
側方部材が設置面周辺の構造部材を使用するものは、設置面周辺の構造部材を利用し、その構造部材に近接させて構造体を構築できる。
法面を設置面とし、構造体上にアンカーの地上定着部を設置したものと、加圧部材を取り除いた構造体上にアンカーの地上定着部材を設置したものは、設置面の凹凸に対応してアンカーで確実に法面の保護ができるようにする。
【図面の簡単な説明】
【図１】実施例の固化材を用いた構造体の構築方法の説明図である。
【図２】実施例の固化材を用いた構造体の構築方法の説明図である。
【図３】実施例の固化材を用いた構造体の構築方法に用いたロール状ネットの説明図である。
【図４】実施例の固化材を用いた構造体の構築方法の説明図である。
【図５】実施例の固化材を用いた構造体の構築方法の説明図である。
【図６】実施例の固化材を用いた構造体の構築方法の他の例の説明図である。
【図７】実施例の固化材を用いた構造体の構築方法の他の例の説明図である。
【図８】実施例の固化材を用いた構造体の構築方法に用いたロール状ネットの他の例の説明図である。
【図９】実施例の固化材を用いた構造体の構築方法の他の例の説明図である。
【図１０】実施例の固化材を用いた構造体の構築方法の他の例の説明図である。
【図１１】実施例の固化材を用いた構造体の構築方法に用いる立体ならい体の他の例の説明図である。
【図１２】実施例の固化材を用いた構造体の構築方法に用いる立体ならい体の他の例の説明図である。
【図１３】実施例の固化材を用いた構造体の構築方法に用いる立体ならい体の他の例の説明図である。
【図１４】実施例の固化材を用いた構造体の構築方法に用いる立体ならい体の他の例の説明図である。
【図１５】実施例の固化材を用いた構造体の構築方法に用いる立体ならい体の他の例の説明図である。
【図１６】実施例の固化材を用いた構造体の構築方法の他の例の説明図である。
【図１７】実施例の固化材を用いた構造体の構築方法の他の例の説明図である。
【符号の説明】
１コンクリート体
２（側方部材として用いた）ゴム板
３（立体ならい体として用いた）ロール状ネット
３ａ鋼線材
４（加圧部材として用いた）型板
５コンクリート硬化材
７アンカー
７ａ地上定着部
７ｂ引張部材
８補強部材付型枠板
９四角柱状巻きネット
１０（十字形状の）型板
１１法面
１２（別の）コンクリート構造部材
１３しん材
１５四角柱状ネット
１６枝状ならい体
１７球状ならい体
１８球状ならい体
１９コイル状ならい体
２０（別の）コンクリート構造部材
２１つなぎ筋
２３スペーサー
２４スペーサー
２５連結具[0001]
BACKGROUND OF THE INVENTION
The present invention provides a solidified material that allows a structure having an internal reinforcing member to be constructed by a simple work on a mounting surface such as a slope, a wall in contact with a road, a protective surface for ground reinforcement, and the like. The present invention relates to a method for constructing a structure using the.
[0002]
[Prior art]
Conventionally, in order to strengthen and protect the installation surface such as a slope, there is a method of covering and strengthening the installation surface with concrete. In order for concrete to protect the installation surface as a whole, it is necessary to make the installation surface a uniform surface with few irregularities, and the construction work takes time. Moreover, in order to attach concrete with the installation surface having the unevenness, it is necessary to perform a bar arrangement work along the unevenness, which is a difficult and time-consuming work.
[0003]
[Problems to be solved by the invention]
The problem to be solved by the present invention is to solve these conventional problems, to facilitate the installation work of the reinforcing member, and to solidify the installation surface reliably corresponding to the unevenness of the installation surface. The object is to provide a method of constructing a structure using the.
[0004]
[Means for Solving the Problems]
The configuration of the present invention that solves this problem is as follows.
1) A plurality of three-dimensional solid bodies that are easily deformed under pressure and allow the solidification material to pass are juxtaposed on the installation surface of the structure, and the three-dimensional solid body has a structure in which a net is wound in a roll shape. A pressure member is disposed on a three-dimensional body, a side member is disposed on the side of a plurality of three-dimensional body, and the pressure member is pressed between the installation surface and the pressure member. A solid body can be deformed according to the shape of the space, and a solidified material can be injected into the space surrounded by the pressure member, the side member, and the installation surface so that a structure using the solid body as an internal reinforcing member can be constructed. To construct a structure using the solidified material.
2) A three-dimensional three-dimensional frame body that is easily deformed by the applied pressure and allows the passage of the solidified material is attached to the inside of the pressurizing member in a parallel state to form a formwork plate with a reinforcing member. The form plate with the reinforcing member is disposed on the installation surface, the side member is disposed on the side of the three-dimensional profile body, and the pressure member of the form plate with the reinforcing member is provided. Pressing against the three-dimensional body and deforming the three-dimensional body according to the space shape between the installation surface and the pressure member, injecting the solidifying material into the space surrounded by the pressure member, the side member and the installation surface, A method of constructing a structure using a solidifying material that enables construction of a structure using a three-dimensional profile as an internal reinforcing member .
3) A structure in which a plurality of three-dimensional solid bodies that are easily deformed under pressure and allow the passage of the solidified material are juxtaposed on the installation surface of the structure, and the three-dimensional solid body is wound so that the net has a quadrangular prism shape. A pressure member is arranged on the same three-dimensional body, a side member is arranged on the side of a plurality of parallel three-dimensional body, and the pressure member is pressed against the three-dimensional body and an installation surface and a pressure member A solid body is deformed according to the space shape between the two, and a solidified material is injected into the space surrounded by the pressure member, the side members, and the installation surface, and a structure using the solid body as an internal reinforcement member is constructed. A method for constructing a structure using a solidified material.
4) A three-dimensional three-dimensional frame body that is easily deformed by pressure and allows the solidified material to pass through is attached to the inside of the pressurizing member in a parallel state to form a frame plate with a reinforcing member, and the three-dimensional three-dimensional frame body is a net. Is formed into a rectangular column shape, the form plate with the reinforcing member is arranged on the installation surface, the side member is arranged on the side of the three-dimensional rack, and the form plate with the reinforcing member is added. The pressure member is pressed against the three-dimensional body to deform the three-dimensional body in accordance with the space shape between the installation surface and the pressure member, and the solidifying material is placed in the space surrounded by the pressure member, the side member, and the installation surface. A method for constructing a structure using a solidifying material, which can be constructed by injecting and using a three-dimensional profile as an internal reinforcing member .
5) A plurality of three-dimensional solid bodies that are easily deformed by pressure and allow the passage of the solidified material are juxtaposed on the installation surface of the structure, and a plurality of pressure members are arranged on the three-dimensional solid body. A lateral member is arranged on the side of the profile body, and the pressure member is pressed against the solid profile body to deform the profile body according to the space shape between the installation surface and the pressure member, Inject the solidification material into the space surrounded by the side member and the installation surface, and pressurize the pressure member between the three-dimensional body through a spacer so as to form a layer of the solidification material only, A method of constructing a structure using a solidifying material that enables construction of a structure using a three-dimensional profile as an internal reinforcing member .
6) A plurality of three-dimensional solid bodies that are easily deformed by the applied pressure and allow the solidified material to pass through are attached to the inner side of the pressurizing member in a parallel state to form a form plate with a reinforcing member, and the reinforcing member on the installation surface The attached frame plate is arranged, a side member is arranged on the side of the three-dimensional profile body, the pressure member of the reinforcement-equipped mold frame plate is pressed against the three-dimensional profile body, and between the installation surface and the pressure member The solid body is deformed according to the shape of the space, the solidifying material is injected into the space surrounded by the pressure member, the side member, and the installation surface, and the pressure member is interposed between the solid body and the spacer. A method for constructing a structure using a solidifying material, in which a layer of only a solidifying material is formed by applying pressure so that a structure using a three-dimensionally shaped body as an internal reinforcing member can be constructed.
7) The pressurizing member is a concrete structural member . The method for constructing a structure using the solidifying material according to any one of claims 1, 3, and 5 .
8) The method for constructing a structure using the solidifying material according to any one of claims 3 to 6, wherein the three-dimensional profile is a structure in which a net is wound in a roll shape .
9) The method for constructing a structure using the solidifying material according to any one of claims 5 and 6, wherein the three-dimensional body has a structure in which a net is wound into a quadrangular prism shape.
10) The method for constructing a structure using the solidifying material according to any one of claims 1 to 6, wherein the height of the three-dimensional profile is greater than the height difference of the unevenness of the installation surface .
11) The anchor surface of the anchor is mounted on the structure constructed by the method of constructing the structure using the solidifying material according to any one of claims 1 to 6, 8 to 10, with the slope on which the anchor is installed as an installation surface. A slope anchor construction method in which the anchor is attached and attached to the ground anchoring portion so that the anchor tension member penetrates the structure .
12) The slope on which the anchor is installed is set as the installation surface, and the pressure member on the upper surface of the structure constructed by the method for constructing the structure using the solidifying material according to any one of claims 1 to 6, 8 to 10 is removed. An anchor construction method for a slope , in which a ground anchoring portion of an anchor is disposed on a structure, and the anchor is attached to the ground anchoring portion so that an anchor tension member penetrates the structure .
It is in.
[0005]
[Action]
In the present invention, the reinforcing member can be easily installed by arranging a plurality of three-dimensional bodies on the installation surface. When the pressure member is pressed against the three-dimensional body after installation, the three-dimensional body is deformed according to the space shape between the installation surface and the pressure member. In this state, the structure formed by injecting the solidifying material into the space surrounded by the pressure member, the side member, and the installation surface and in which the solid body is located and solidifying the structure has an internal reinforcing member corresponding to the installation surface. Become a body.
When the pressing member is a concrete structural member, a solid body is pressed on the lower surface of the structural member to form the structural body.
In the case where the formwork plate with the reinforcing member is prepared, the three-dimensional body and the pressure member are attached to form the formwork plate with the reinforcing member so that the formwork plate with the reinforcing member can be conveyed and installed. A structure in which a three-dimensional profile is obtained by winding a net in a roll shape is a structure that can be deformed and maintained strong strength by being wound in a roll shape.
A structure in which a three-dimensional profile body is formed by winding a net into a quadrangular prism shape can be deformed and maintained strong strength by being wound into a quadrangular prism shape.
If the height of the three-dimensional profile is greater than the height difference of the unevenness of the installation surface, the three-dimensional profile is surely deformed by the pressure member.
In the case where the pressure member is interposed between the three-dimensional body and the spacer, the pressure member presses the three-dimensional body through the spacer so that the three-dimensional body does not directly contact the pressure member. Form a layer of solidified material only.
A structure in which adjacent three-dimensional bodies are connected to each other can be handled integrally, and the three-dimensional body is not overlapped during installation.
When the side member uses a structural member around the installation surface, a structural body is constructed using the structural member around the existing installation surface.
A solidified material that is surface-smoothing when the ground anchoring part of the anchor is installed on the structure and the anchor anchoring part of the anchor is installed on the structure from which the pressure member is removed. The anchor is stably provided on the structure constructed corresponding to the slope by the construction method of the structure using.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Installation surfaces include slopes, walls that touch roads, protective surfaces for strengthening the ground, building foundations, flat ground, side walls, inner and outer surfaces of other structures, parts of other structures, other types Any surface may be used as long as it has a frame plate and is protected by a structure using a solidifying material. Moreover, you may make it use the formwork surface which provides a structure on another formwork board and manufactures it as a block as an installation surface.
The three-dimensional body may be bound together.
A part of the three-dimensional profile body may protrude to the outside or a connecting line may be provided on the outer periphery so that the structure can be connected to another structure or another structural member.
The side member may be replaced with another structural member.
An air vent hole may be provided in the pressure member and the side member so that air can be easily extracted when the solidifying material is injected.
The side members include rubber plates, flexible sheets, fine meshes that can discharge air and water, and ones that are bent around the periphery of the pressure member to prevent the solidified material from flowing out. Or a part of the outflow to the outside.
It is preferable that the lateral member can resist the outward pressure by the solid body when pressed by bending or bending, and the outward pressure by the solidifying material. .
Another concrete body may be provided on the structure and used for construction of the structure.
Solidified materials include concrete and non-concrete materials. Concrete materials include port concrete, resin concrete, mortar, and north lamp concrete. Non-concrete materials include urethane foam, There are acrylic resin, asphalt, rubber, etc., which can be determined from the purpose and application.
The three-dimensional pile is a three-dimensional shape such as a cylinder, prism, or sphere, and is composed of a net, aggregate, etc., and the solidified material poured before solidification can smoothly pass and fill, and the pressure member can be added. It is elastically deformed or plastically deformed so as to follow the unevenness of the installation surface by pressure.
The shape of the anchoring portion of the anchor includes a cross shape and the like may be determined as necessary.
When the ground fixing portion of the anchor is used as a pressure member, the shape of the sheet may be made to correspond to the shape of the anchor by, for example, a cross shape.
The material of the three-dimensional profile includes metal, plastic such as PP, rubber, resin fiber, aramid resin, etc., and may be determined from the shape and strength of the three-dimensional profile. Moreover, you may make it utilize waste materials, such as a metal-mesh discarded.
You may make it connect easily with another concrete body or a structure etc. by protruding a reinforcing bar from the inside toward the side outside from the structure using a solidification material.
[0007]
【Example】
Embodiments of the present invention will be specifically described with reference to the drawings.
The embodiment shown in FIGS. 1 to 5 is an example of a method for constructing a structure using a solidified material in which an anchor is provided on a template used as a pressure member with a slope as an installation surface.
1 and 2 are explanatory views of a method for constructing a structure using the solidifying material of the embodiment. FIG. 3 is an explanatory view of a roll-shaped net used in the method for constructing a structure using the solidifying material of the example. FIG. 4 is an explanatory diagram of a method for constructing a structure using the solidifying material of the embodiment. FIG. 5 is an explanatory diagram of a method for constructing a structure using the solidifying material of the embodiment.
In the figure, 1 is a concrete body which is a structure using a solidifying material, 2 is a rubber plate used as a side member, 3 is a roll-shaped net used as a three-dimensional body, 3a is a steel wire, and 4 is a pressure member. Templates used as 5, concrete hardened material used as a solidifying material, 7 an anchor, 7 a a ground fixing part, 7 b a tension member, 11 a slope.
[0008]
In this embodiment, the concrete body 1 is provided on the slope for strengthening and stabilizing the slope.
As shown in FIG. 2, the roll-shaped net 3 is formed by a meandering steel wire 3 a, and the net is wound from one end to form a columnar shape. Appropriate elasticity can be obtained by constituting the meandering steel wire 3a.
The template 4 is sized and shaped to cover the roll-shaped nets 3 arranged in parallel, and has a thickness and a material having a predetermined proof stress.
The anchor 7 includes a ground fixing portion 7a having a cross shape and a through hole in the center, and a tension member 7b that is inserted to a predetermined depth and fixed in the ground.
[0009]
In order to stabilize and protect the slope with a concrete body using the construction method of the structure using the solidifying material of the present embodiment, first, the upper end of the anchor tension member 7b is directed upward from the slope 11. The anchor tension member 7b is installed on the slope so as to protrude (FIG. 4A).
Next, a predetermined number of roll nets 3 are arranged in parallel on the slope 11 so that the ground protruding portion of the tension member 7b is at the center position (FIG. 4B).
Next, the mold plate 4 is provided with a through hole in advance, and the tension member 7b is passed through the through hole so as to cover the roll-shaped net 3 on which the mold plate 4 is arranged. Thus, the roll-shaped net 3 is almost sealed (FIG. 4C).
Next, as shown in FIG. 5A, a fastening member is attached to the tension member 7b by screwing, and the fastening member 4 is pressed against the slope 11 by the fastening member. Thereby, the upper side of the roll-shaped net 3 is in contact with the template 4 and the lower side is pressed against the slope 11 with appropriate elasticity. Therefore, the roll-shaped net 3 is deformed so as to follow the unevenness of the slope 11.
Next, as shown in FIG. 5 (b), the concrete body 1 is formed by injecting the concrete hardening material 5 into the space covered with the template 4 and the rubber plate 2.
As described above, in this embodiment, the bar arrangement work can be performed so as to follow the unevenness of the slope 11 only by placing the roll-shaped net 3 and applying pressure. The steel wire material 3a of the roll-shaped net 3 deformed by the mold 4 follows the unevenness of the installation surface while having an appropriate interval, so that the bar arrangement work is sufficiently performed. As a result, the bar arrangement work can be omitted and the working time can be greatly shortened.
Next, as shown in FIG. 5C, the ground fixing portion 7a of the anchor 7 is disposed on the template 4 so that the tension member 7b penetrates and protrudes upward, and a tightening member is screwed to the tension member 7b. To fix the ground fixing portion 7a.
If the anchor 7 is attached as shown in FIGS. 1, 2, and 5 (c) in this way, the anchor 7 can be stably installed by a simple operation even when the slope is uneven.
Moreover, the concrete body 1 can obtain high strength by using the roll-shaped net 3 as a reinforcing material, and further, since the shape is held by the roll-shaped net 3, the concrete body 1 in the initial state after the hardening of the concrete hardened material has started Fixability is very good.
Moreover, the inclination, thickness, etc. of the upper surface of the concrete body 1 can be easily adjusted at the site, which is convenient. As described above, the method of constructing the structure using the solidifying material of this embodiment is very excellent in on-site compatibility.
[0010]
FIG. 6 shows another example of the structure construction method using the solidifying material of the embodiment.
In another example of the embodiment, after the concrete hardened material 5 is injected between the template 4 and the slope 11 to form the concrete body 1, the template 4 is removed and the anchor 7 is fixed on the concrete body 1 on the ground. The part 7a is installed. In this way, the template 4 may be removed.
[0011]
FIG. 7 shows another example of a structure construction method using the solidifying material of the embodiment.
In the figure, 8 is a mold plate with a reinforcing member.
In another example of the embodiment shown in FIG. 7, a roll-shaped net 3 arranged in parallel with the template 4 and a mold plate 8 with a reinforcing member to which the rubber plate 2 is attached are prepared in advance and pressed against the slope 11. Then, the roll-shaped net 3 is made to follow the irregularities of the slope, and the concrete body 1 is formed by pouring the hardened concrete material 5 into the space covered with the mold plate 4 and the rubber plate 2. If the reinforcing member-equipped form plate 8 is facilitated in advance, the work can be performed more efficiently in a short period of time. Further, as shown in FIG. 7, the slope may be protected by the concrete body 1 without using an anchor.
Further, in another example of the embodiment of FIG. 7, the lower part of the rubber plate 2 used as the side member is bent slightly inward. In this way, the rubber plate 2 may be bent so that it can easily resist pressure when the internal pressure increases.
[0012]
FIG. 8 shows another example of a three-dimensional profile used in the method for constructing a structure using the solidifying material of the example.
In the figure, 9 is a square columnar winding net used as a solid body.
As described above, the solid body may have any shape as long as it has appropriate elasticity and permeability of the solidifying material.
[0013]
FIG. 9 shows another example of the structure construction method using the solidifying material of the embodiment.
In the figure, 10 is a template.
In another example shown in FIG. 9, the shape of the template 10 is made a cross shape to correspond to the ground fixing portion 7a of the anchor. Thus, what is necessary is just to make the shape of a concrete body according to a situation purpose with a template shape.
[0014]
FIG. 10 shows another example of the structure construction method using the solidifying material of the embodiment.
In the figure, 12 is another concrete structural member, and 13 is a shin material.
In another example shown in FIG. 10, another concrete structural member 12 is used as the pressure member, and the cement 13 connects the concrete body 1 and another concrete structural member 12. Thus, you may make it use another concrete structure member 12 as a pressurization member.
[0015]
FIG. 11 shows another example of the structure construction method using the solidifying material of the embodiment.
In the figure, reference numeral 15 denotes a square columnar net used as a three-dimensional body.
As described above, the quadrangular prism-shaped net 15 may be used as a three-dimensional profile.
[0016]
FIG. 12 shows another example of the structure construction method using the solidifying material of the embodiment.
In the figure, reference numeral 16 denotes a branch-like body used as a three-dimensional body.
In this manner, the branch-like body 16 constituted by sticks having a branch shape may be used as a three-dimensional body.
[0017]
FIGS. 13 and 14 show another example of a structure construction method using the solidifying material of the embodiment.
In the figure, 17 and 18 are spherical profile bodies used as solid profile bodies.
A spherical solid body may be used as shown in FIGS.
[0018]
FIG. 15 shows another example of the structure construction method using the solidifying material of the embodiment.
In the figure, 19 is a coiled profile.
As shown in FIG. 15, a member such as a metal or a resin may be formed in a coil shape and used as a coiled profile body 19.
[0019]
FIG. 16 shows another example of a structure construction method using the solidifying material of the embodiment.
In the figure, 20 is another concrete structural member, and 21 is a connecting line.
As shown in FIG. 16, the concrete body 1 and another adjacent concrete structural member 20 may be connected by a connecting bar 21 provided in each.
[0020]
FIG. 17 shows another example of a structure construction method using the solidifying material of the embodiment.
In the figure, 23 and 24 are spacers, and 25 is a connector.
As shown in FIG. 17, a plurality of parallel square columnar nets 15 are connected by a connector 25 and attached to the template 4 via spacers 23, and spacers 24 are respectively provided on the lower surface of the square columnar nets 15. To be installed. In this way, a layer in which the square columnar net 15 is not located can be formed between the template 4 and the quadrangular columnar net 15 by the amount of the spacer 23 and only by the concrete hardening material 5. In addition, a layer in which the square columnar net 15 is not located can be formed between the lower surface of the quadrangular columnar net 15 and the installation surface by the amount of the spacer 24 and the concrete hardening material 5 alone. If necessary from the standpoint of strength and durability, a layer of only a solidifying material may be formed in this way.
[0021]
【The invention's effect】
According to the present invention, the installation work of the reinforcing member can be easily performed, and the structure can be reliably constructed on the installation surface corresponding to the unevenness of the installation surface with good flexibility. In addition, the inclination and thickness of the upper surface of the structure can be easily adjusted on site.
When the pressing member is another concrete structural member, it is possible to install another structural member corresponding to the unevenness of the installation surface.
The one with the profile body unit can work more efficiently.
A structure in which a three-dimensional profile body has a structure in which a net is wound into a roll shape and a structure in which a three-dimensional profile body has a net in a quadrangular prism shape can be constructed at a reduced cost.
If the height of the three-dimensional body is larger than the height difference of the unevenness of the installation surface, the installation surface is surely deformed so that the three-dimensional body can follow the unevenness of the installation surface so that the installation surface can be protected more reliably.
In the case where the pressure member is interposed between the three-dimensional body and the spacer, a layer having only a solidifying material is formed to construct a more durable structure.
What connected the adjacent solid body can be handled more easily, and can further simplify work.
When the side member uses a structural member around the installation surface, the structural member can be constructed by using the structural member around the installation surface and approaching the structural member.
The installation with the anchorage ground anchoring part on the structure with the slope as the installation surface and the anchor ground anchoring member installed on the structure without the pressure member correspond to the unevenness of the installation surface. To ensure that the slope can be protected with anchors.
[Brief description of the drawings]
FIG. 1 is an explanatory diagram of a method for constructing a structure using a solidifying material of an embodiment.
FIG. 2 is an explanatory diagram of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 3 is an explanatory diagram of a roll-shaped net used in a method for constructing a structure using a solidifying material of an example.
FIG. 4 is an explanatory diagram of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 5 is an explanatory diagram of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 6 is an explanatory diagram of another example of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 7 is an explanatory diagram of another example of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 8 is an explanatory diagram of another example of a roll-shaped net used in a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 9 is an explanatory diagram of another example of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 10 is an explanatory diagram of another example of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 11 is an explanatory diagram of another example of a three-dimensional profile used in the method for constructing a structure using the solidifying material of the example.
FIG. 12 is an explanatory diagram of another example of a three-dimensional profile used in a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 13 is an explanatory view of another example of a three-dimensional profile used in the method for constructing a structure using the solidifying material of the example.
FIG. 14 is an explanatory diagram of another example of a three-dimensional profile used in a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 15 is an explanatory diagram of another example of a three-dimensional profile used in a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 16 is an explanatory diagram of another example of a method for constructing a structure using a solidifying material according to an embodiment.
FIG. 17 is an explanatory diagram of another example of a method for constructing a structure using a solidifying material according to an embodiment.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Concrete body 2 Rubber board 3 (used as a side member) Rolled net 3a (Used as a three-dimensional body) Steel wire material 4 Template (Used as a pressure member) Concrete hardening material 7 Anchor 7a Ground fixing part 7b Tensile member 8 Form plate with reinforcing member 9 Square columnar winding net 10 (Cross-shaped) template 11 Slope 12 (Other) Concrete structural member 13 Filling material 15 Square columnar net 16 Branched column body 17 Spherical plate body 18 Spherical profile 19 Coiled profile 20 (another) Concrete structural member 21 Connecting bar 23 Spacer 24 Spacer 25 Connector

Claims

Two or more three-dimensional solid bodies that are easy to deform with pressure and allow the solidified material to pass through are arranged in parallel on the installation surface of the structure, and the three-dimensional solid body has a structure in which a net is wound in a roll shape. A pressure member is arranged on the body, a side member is arranged on the side of a plurality of three-dimensional parallel bodies, and a space shape between the installation surface and the pressure member is pressed against the three-dimensional body. The solid body is deformed according to the condition, and a solidifying material is injected into the space surrounded by the pressure member, the side member, and the installation surface, so that a structure using the solid body as an internal reinforcing member can be constructed. A method of constructing a structure using materials.

A three-dimensional three-dimensional frame body that easily deforms under pressure and allows the solidified material to pass through is attached to the inside of the pressure member in a parallel state to form a formwork plate with a reinforcing member, and the three-dimensional solid body rolls the net. The form plate with the reinforcing member is arranged on the installation surface, the side member is arranged on the side of the three-dimensional profile body, and the pressure member of the form plate with the reinforcing member is three-dimensionally arranged. The solid body is deformed according to the space shape between the installation surface and the pressure member by pressing against the body, and the solidifying material is injected into the space surrounded by the pressure member, the side member, and the installation surface, and the solid surface A method for constructing a structure using a solidifying material that enables construction of a structure having the body as an internal reinforcing member .

A structure in which a plurality of three-dimensional solid bodies that easily deform with pressure and allow the passage of the solidified material are arranged in parallel on the installation surface of the structure, and the solid three-dimensional body has a structure in which the net is wound into a quadrangular prism shape, A pressure member is arranged on the same three-dimensional body, a side member is arranged on the side of the three-dimensional three-dimensional body, and the pressure member is pressed between the three-dimensional body and the installation surface and the pressure member. The solid body is deformed according to the shape of the space, the solidifying material is injected into the space surrounded by the pressure member, the side member, and the installation surface, so that a structure using the solid body as an internal reinforcing member can be constructed. A method of constructing a structure using solidified material.

A plurality of three-dimensional three-dimensional frame bodies that are easily deformed under pressure and allow the solidified material to pass through are attached to the inside of the pressurizing member in a parallel state to form a frame plate with reinforcing members. It is structured to be wound in a prismatic shape, the form plate with the reinforcing member is arranged on the installation surface, the side member is arranged on the side of the three-dimensional rack, and the pressure member of the form plate with the reinforcing member Is pressed against the three-dimensional body to deform the three-dimensional body in accordance with the space shape between the installation surface and the pressure member, and the solidifying material is injected into the space surrounded by the pressure member, the side member, and the installation surface. A method of constructing a structure using a solidifying material that enables construction of a structure using a three-dimensional profile as an internal reinforcing member .

A plurality of three-dimensional solid bodies that are easily deformed under pressure and allow the passage of the solidified material are arranged in parallel on the installation surface of the structure, and a pressure member is arranged on the three-dimensional solid body, and a plurality of three-dimensional solid bodies arranged in parallel. The lateral member is disposed on the side of the pressure member, and the pressure member is pressed against the solid body to deform the solid body in accordance with the space shape between the installation surface and the pressure member. The solidification material is injected into the space surrounded by the member and the installation surface, and the pressurizing member is pressurized with a spacer between the three-dimensional body to form a solidified material-only layer. A method for constructing a structure using a solidifying material that enables construction of a structure having the body as an internal reinforcing member .

A three-dimensional three-dimensional frame that easily deforms under pressure and allows the solidified material to pass through is attached to the inside of the pressurizing member in a parallel state to form a frame plate with a reinforcing member, and the mold with the reinforcing member on the installation surface Space plate between the installation surface and the pressure member by placing a frame plate, placing a side member on the side of the three-dimensional profile body, and pressing the pressure member of the reinforcement-equipped frame plate against the three-dimensional profile body The solid body is deformed according to the pressure, the solidifying material is injected into the space surrounded by the pressure member, the side member, and the installation surface, and the pressure member is pressurized through a spacer between the solid body and the solid body. In this way, a method for constructing a structure using a solidifying material, in which a layer made of only a solidifying material is formed, and a structure using a solid body as an internal reinforcing member can be constructed.

The method for constructing a structure using the solidifying material according to claim 1, wherein the pressure member is a concrete structure member .

The method for constructing a structure using a solidifying material according to any one of claims 3 to 6, wherein the three-dimensional profile has a structure in which a net is wound in a roll shape .

The method for constructing a structure using a solidifying material according to claim 5 or 6, wherein the three-dimensional profile has a structure in which a net is wound in a quadrangular prism shape.

The method for constructing a structure using the solidifying material according to any one of claims 1 to 6, wherein the height of the three-dimensional profile is greater than the height difference of the unevenness of the installation surface .

The anchor plane is disposed on the structure constructed by the method for constructing the structure using the solidifying material according to any one of claims 1 to 6, 8 to 10, with the slope on which the anchor is installed as an installation surface. A slope anchor construction method in which the anchor member is attached to the ground anchoring portion so that the anchor tension member penetrates the structure .

The slope on which the anchor is installed is set as the installation surface, and the pressure member on the upper surface of the structure constructed by the method for constructing the structure using the solidifying material according to any one of claims 1 to 6, 8 to 10 is removed, and the structure A slope anchor construction method in which a ground anchoring portion of an anchor is arranged on the body, and the anchor is attached to the ground anchoring portion so that the anchor tension member penetrates the structure .