JP7075602B2 - Civil engineering structure and construction method of civil engineering structure - Google Patents

Civil engineering structure and construction method of civil engineering structure Download PDF

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JP7075602B2
JP7075602B2 JP2020129160A JP2020129160A JP7075602B2 JP 7075602 B2 JP7075602 B2 JP 7075602B2 JP 2020129160 A JP2020129160 A JP 2020129160A JP 2020129160 A JP2020129160 A JP 2020129160A JP 7075602 B2 JP7075602 B2 JP 7075602B2
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cylindrical
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engineering structure
cages
filler
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茂 坂本
啓誠 関下
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Asahi Kasei Advance Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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Description

本発明は、土木構造物及び土木構造物の構築方法に関し、特に、設計・施工の自由度と構造の連続性を兼備し、施工性が高い、土木構造物及び土木構造物の構築方法に関する。
The present invention relates to a civil engineering structure and a method for constructing a civil engineering structure, and in particular, a method for constructing a civil engineering structure and a civil engineering structure having high workability, having both design / construction freedom and structural continuity. Regarding the law .

斜面の土留めや護岸等を目的として、布団篭を段積みしてなる土木構造物が設置される。特許文献1には、斜面前面に沿って連続配置した直方体状の布団篭の内部に中詰材を投入し、これを階段状に積み上げて構築した土木構造物が開示されている。しかし直方体状の布団篭からなる土木構造物は、湾曲した斜面に沿って連続配置する場合、前面側又は背面側に隙間が生じる。
これに対し、特許文献2には、直方体状の布団篭の隙間に配置することで、土木構造物の配列を斜面に沿って曲折させる、平面視台形の布団篭が開示されている。このような布団篭は、斜面の湾曲に応じて内角や幅を個別に設計する必要があり、コストが嵩む上、現場で内角や延長の微調整ができない。
一方、特許文献3には、円筒形の布団篭を連続配置し、布団篭の配列の外側から複数の結束チェーンで締め付けて固定する土木構造物が開示されている。この構造によれば、布団篭の連結方向によって、湾曲した斜面に沿って配置することも可能となる。
Civil engineering structures made by stacking futon baskets will be installed for the purpose of retaining soil on slopes and revetments. Patent Document 1 discloses a civil engineering structure constructed by putting a filling material into a rectangular parallelepiped futon basket continuously arranged along the front surface of a slope and stacking the filling material in a staircase pattern. However, when the civil engineering structure consisting of a rectangular parallelepiped futon cage is continuously arranged along a curved slope, a gap is generated on the front side or the back side.
On the other hand, Patent Document 2 discloses a plan-view trapezoidal futon cage that bends the arrangement of civil engineering structures along a slope by arranging them in the gaps between the rectangular parallelepiped futon cages. In such a futon basket, it is necessary to individually design the internal angle and width according to the curvature of the slope, which increases the cost and makes it impossible to finely adjust the internal angle and extension on site.
On the other hand, Patent Document 3 discloses a civil engineering structure in which cylindrical futon cages are continuously arranged and fastened and fixed by a plurality of binding chains from the outside of the arrangement of the futon cages. According to this structure, it is possible to arrange the futon baskets along a curved slope depending on the connecting direction of the futon baskets.

特開2011-69078号公報Japanese Unexamined Patent Publication No. 2011-69078 特開2012-21321号公報Japanese Unexamined Patent Publication No. 2012-21321 特開2015-193998号公報JP-A-2015-193998

従来の円筒状の布団篭からなる土木構造物は、布団篭が側面で点状に接する構造であるため、構造の一体性に欠け、布団篭の接点部分が構造上の弱部となっている。
布団篭全体を外側から結束チェーンで締め付ければ、一時的に布団篭同士を緊結することができるが、中詰材が石材であるため、経年に伴い布団篭内の石材が空隙に寄ることで、布団篭が痩せて、長期的には結束チェーンが緩んで外れてしまう。
以上のように、直方体状の布団篭からなる土木構造物は、湾曲した斜面に沿って配置できず、一方、円筒状の布団篭からなる土木構造物は、湾曲した斜面に沿って配置できる反面、構造の一体性に欠けるという問題点がある。
また、いずれの土木構造物も、隣接する布団篭同士が側面で連結するため、延長の調整ができないという問題点がある。
The conventional civil engineering structure consisting of a cylindrical futon cage lacks the unity of the structure because the futon cage is in contact with the side surface in a dot pattern, and the contact part of the futon cage is a structural weak part. ..
If the entire futon basket is tightened from the outside with a binding chain, the futon baskets can be temporarily tied together, but since the filling material is stone, the stone material inside the futon basket will move closer to the void over time. , The futon basket becomes thin, and the binding chain loosens and comes off in the long run.
As described above, the civil engineering structure consisting of a rectangular futon cage cannot be arranged along a curved slope, while the civil engineering structure consisting of a cylindrical futon cage can be arranged along a curved slope. , There is a problem of lack of structural integrity.
Further, all of the civil engineering structures have a problem that the extension cannot be adjusted because the adjacent futon cages are connected to each other on the side surface.

本発明の目的は、以上のような問題点を解決できる土木構造物、土木構造物の構築方法、及び円筒篭を提供することにある。 An object of the present invention is to provide a civil engineering structure, a method for constructing a civil engineering structure, and a cylindrical cage that can solve the above problems.

本発明の土木構造物は、設置面上に連続配置した複数の円筒篭と、円筒篭の内部に充填した充填体と、隣接する2つの円筒篭同士を連結した連結手段と、を備え、隣接する2つの円筒篭が、相互に外周を一部重合させて構成した重合部を共有していることを特徴とする。 The civil engineering structure of the present invention includes a plurality of cylindrical cages continuously arranged on an installation surface, a filler filled inside the cylindrical cage, and a connecting means for connecting two adjacent cylindrical cages, and is adjacent to each other. The two cylindrical cages are characterized in that they share a polymerized portion formed by partially polymerizing the outer periphery of each other.

本発明の土木構造物は、連結手段が、重合部内に配置した部材であってもよい。 In the civil engineering structure of the present invention, the connecting means may be a member arranged in the polymerization section.

本発明の土木構造物は、連結手段が、重合部内に配置した袋状又は筒状のシートと、袋状又は筒状のシートの内部に充填した場所打ちコンクリートであってもよい。 In the civil engineering structure of the present invention, the connecting means may be a bag-shaped or tubular sheet arranged in the polymerization section and cast-in-place concrete filled inside the bag-shaped or tubular sheet.

本発明の土木構造物は、充填体が、円筒篭内に配置した袋状又は筒状のシートと、袋状又は筒状のシートの内部に充填した場所打ちコンクリートであってもよい。 The civil engineering structure of the present invention may be a bag-shaped or tubular sheet arranged in a cylindrical cage and cast-in-place concrete filled inside the bag-shaped or tubular sheet.

本発明の土木構造物は、複数の円筒篭を上下に複数段積み上げていてもよい。 In the civil engineering structure of the present invention, a plurality of cylindrical cages may be stacked one above the other.

本発明の土木構造物の構築方法は、設置面上に複数の円筒篭を連続配置する配置工程と、隣接する2つの円筒篭同士を連結手段で連結する連結工程と、円筒篭の内部に充填体を充填する充填工程と、を備え、隣接する2つの円筒篭が、相互に外周を一部重合させて構成した重合部を共有することを特徴とする。 The method for constructing a civil engineering structure of the present invention includes an arrangement step of continuously arranging a plurality of cylindrical cages on an installation surface, a connecting step of connecting two adjacent cylindrical cages by a connecting means, and filling inside the cylindrical cage. It comprises a filling step of filling a body, and two adjacent cylindrical cages share a polymerized portion formed by partially polymerizing the outer periphery of each other.

本発明の土木構造物の構築方法は、連結工程が、重合部内に袋状又は筒状のシートを配置する工程と、袋状又は筒状のシートの内部にコンクリートを打設する工程と、を備え、コンクリートの硬化後に充填工程を行ってもよい。 In the method for constructing a civil engineering structure of the present invention, the connecting step includes a step of arranging a bag-shaped or tubular sheet in a layered portion and a step of placing concrete inside the bag-shaped or tubular sheet. In preparation, the filling step may be performed after the concrete is hardened.

本発明の円筒篭は、複数の横線材と複数の縦線材を組み合わせた溶接金網からなり、円筒篭の外周の少なくとも1か所に、縦線材の配列ピッチの内、一部に対応する縦線材を欠損してなる挿通窓を備え、隣接する2つの円筒篭の挿通窓を突き合わせることで、挿通窓内への横線材の通過を許容して、隣接する2つの円筒篭の外周を一部重合可能に構成したことを特徴とする。 The cylindrical cage of the present invention is composed of a welded wire mesh in which a plurality of horizontal wires and a plurality of vertical wires are combined, and a vertical wire rod corresponding to a part of the arrangement pitch of the vertical wire rods at at least one place on the outer circumference of the cylindrical cage. It is equipped with an insertion window that is missing, and by abutting the insertion windows of two adjacent cylindrical cages, the passage of horizontal wire rods into the insertion windows is allowed, and the outer circumference of the two adjacent cylindrical cages is partially covered. It is characterized in that it is configured to be polymerizable.

本発明の円筒篭は、半筒状の2つの分割篭を、複数の連結材によって一体に連結してなってもよい。 The cylindrical basket of the present invention may be formed by integrally connecting two semi-cylindrical split baskets with a plurality of connecting materials.

本発明の円筒篭は、分割篭が、横線材の端部を折り返して形成したループ端を備え、連結材が、複数のピン部材であり、円筒状に組み合わせた2つの分割篭のループ端同士を重合させ、ピン部材をループ端の内部に挿入することで、2つの分割篭を連結可能であってもよい。 The cylindrical basket of the present invention includes a loop end formed by folding back the end portion of the horizontal wire rod, and the connecting member is a plurality of pin members, and the loop ends of the two split cages combined in a cylindrical shape are connected to each other. The two split cages may be connected by polymerizing and inserting the pin member inside the loop end.

本発明の土木構造物、土木構造物の構築方法、及び円筒篭は以上の構成を備えるため、次の効果のうち少なくとも一つを備える。
<1>隣接する円筒篭が重合部を共有し、充填体と連結手段が円筒篭を介して一体に連結する構造であるため、構造の一体性が高い。
<2>挿通窓の設置方向を選択することで延長方向を自由に変更できる。また、円筒篭のラップ長を任意に設定することで延長の調整を容易に行える。これらの調整を現場で容易に行えるため、設計・施工の自由度が非常に高い。
<3>施工場所で円筒篭を組み立て、内部にコンクリートを打設するだけで土木構造物を構築できるため、施工効率が高い。
Since the civil engineering structure, the method for constructing the civil engineering structure, and the cylindrical cage of the present invention have the above configurations, they have at least one of the following effects.
<1> Since the adjacent cylindrical cages share the polymerized portion and the filler and the connecting means are integrally connected via the cylindrical cages, the structure is highly integrated.
<2> The extension direction can be freely changed by selecting the installation direction of the insertion window. In addition, the extension can be easily adjusted by arbitrarily setting the lap length of the cylindrical cage. Since these adjustments can be easily performed on-site, the degree of freedom in design and construction is extremely high.
<3> Civil engineering structures can be constructed simply by assembling a cylindrical cage at the construction site and placing concrete inside, so construction efficiency is high.

本発明の土木構造物の説明図。Explanatory drawing of the civil engineering structure of this invention. 本発明の円筒篭の説明図。Explanatory drawing of the cylindrical basket of this invention. 分割篭と連結材の説明図。Explanatory drawing of the split basket and the connecting material. 連結材の説明図。Explanatory drawing of connecting material. 本発明の土木構造物の構築方法の説明図(1)。Explanatory drawing (1) of the construction method of the civil engineering structure of this invention. 本発明の土木構造物の構築方法の説明図(2)。Explanatory drawing (2) of the construction method of the civil engineering structure of this invention. 本発明の土木構造物の構築方法の説明図(3)。Explanatory drawing (3) of the construction method of the civil engineering structure of this invention.

以下、図面を参照しながら本発明の土木構造物、土木構造物の構築方法、及び円筒篭について詳細に説明する。なお、円筒篭については、土木構造物の記述の中で説明する。また、本発明において「コンクリート」とは、モルタルを含んだ意味で使用する。 Hereinafter, the civil engineering structure of the present invention, the method for constructing the civil engineering structure, and the cylindrical cage will be described in detail with reference to the drawings. The cylindrical basket will be described in the description of the civil engineering structure. Further, in the present invention, "concrete" is used in the sense of including mortar.

[土木構造物]
<1>全体の構成(図1)。
本発明の土木構造物Aは、斜面の土留めや護岸等の土木用途に用いる構造物である。本例では、土木構造物Aを、斜面前面に配置した土留め用擁壁として用いる例について説明する。
土木構造物Aは、設置面上に連続配置した複数の円筒篭1と、円筒篭1の内部に充填した充填体A1と、隣接する円筒篭1同士を連結した連結手段A2と、を少なくとも備える。
土木構造物Aは、隣接する円筒篭1の外周を一部重合させて重合部Rを構成した円筒篭1のラップ連結構造に一つの特徴を有する。
本例では土木構造物Aを、上下2段積み構造とし、上段の円筒篭1の列を、斜面の勾配に合わせて下段の円筒篭1より斜面側にずらして配置する。ただし土木構造物Aはこれに限らず、1段又は3段以上であってもよい。また、上下の円筒篭1を垂直方向に積み上げた直壁構造であってもよい。
[Civil engineering structure]
<1> Overall configuration (Fig. 1).
The civil engineering structure A of the present invention is a structure used for civil engineering purposes such as earth retaining on slopes and revetments. In this example, an example in which the civil engineering structure A is used as a retaining wall for retaining soil arranged on the front surface of the slope will be described.
The civil engineering structure A includes at least a plurality of cylindrical cages 1 continuously arranged on the installation surface, a filler A1 filled inside the cylindrical cage 1, and a connecting means A2 for connecting the adjacent cylindrical cages 1 to each other. ..
The civil engineering structure A has one feature in the lap connection structure of the cylindrical cage 1 in which the outer periphery of the adjacent cylindrical cage 1 is partially polymerized to form the polymerization portion R.
In this example, the civil engineering structure A has a two-tiered upper and lower structure, and the rows of the upper cylindrical cage 1 are arranged so as to be offset from the lower cylindrical cage 1 to the slope side according to the slope of the slope. However, the civil engineering structure A is not limited to this, and may have one stage or three or more stages. Further, a straight wall structure in which the upper and lower cylindrical cages 1 are stacked in the vertical direction may be used.

<2>円筒篭(図2)。
円筒篭1は、充填体A1及び連結手段A2の型枠の機能を有する部材である。
本例では、円筒篭1が、2つの分割篭10と、複数の連結材20の組合せからなる。詳細には、円筒状に組み合わせた2つの分割篭10を複数の連結材で一体に連結して、円筒篭1を構成する。
円筒篭1を、分割篭10の組合せとすることで、分割篭10を重ねた状態で保管、搬送できるため、空間を有効利用できると共に、搬送効率が良くなる(図3)。
<2> Cylindrical basket (Fig. 2).
The cylindrical basket 1 is a member having the function of a formwork of the filler A1 and the connecting means A2.
In this example, the cylindrical basket 1 is composed of a combination of two divided baskets 10 and a plurality of connecting members 20. Specifically, two split cages 10 combined in a cylindrical shape are integrally connected by a plurality of connecting materials to form a cylindrical cage 1.
By combining the cylindrical basket 1 with the divided baskets 10, the divided baskets 10 can be stored and transported in a stacked state, so that the space can be effectively used and the transport efficiency is improved (FIG. 3).

<2.1>分割篭(図3)。
分割篭10は、組合せて円筒篭1を構成する部材である。
分割篭10は、複数のアーチ状の横線材11と、複数の直線状の縦線材12を組み合わせた、半筒状の溶接金網からなる。
2つの分割篭10の内少なくとも一方には、縦線材12の一部を欠損してなる挿通窓13を備える。ここで縦線材12の「欠損」とは、製造当初から縦線材12を設置しないことに加え、設置した縦線材12を現場等において横線材11との交点付近で切断することを含む。
本例では分割篭10の両側辺に、ループ端12aを形成する。
<2.1> Split basket (Fig. 3).
The split cage 10 is a member that is combined to form the cylindrical cage 1.
The split cage 10 is composed of a semi-cylindrical welded wire mesh in which a plurality of arch-shaped horizontal wire rods 11 and a plurality of linear vertical wire rods 12 are combined.
At least one of the two divided cages 10 is provided with an insertion window 13 in which a part of the vertical wire rod 12 is missing. Here, the "deficiency" of the vertical wire rod 12 includes not installing the vertical wire rod 12 from the beginning of manufacture, but also cutting the installed vertical wire rod 12 near the intersection with the horizontal wire rod 11 at a site or the like.
In this example, loop ends 12a are formed on both sides of the split cage 10.

<2.1.1>挿通窓(図2)。
挿通窓13は、隣接する円筒篭1を重合するための切欠き部である。
挿通窓13は、縦線材12の配列ピッチの内、一部に対応する縦線材12を欠損してなる。すなわち、縦線材12の均一の配列ピッチ間における縦線材12の欠損部は、本発明の挿通窓13ではない。
直列する複数の円筒篭1の内、外側の2つの円筒篭1は、他の円筒篭1と連結する内側にのみ挿通窓13を備えていればよい。外側の円筒篭1以外の円筒篭1は、両側に挿通窓13を備える必要がある。
隣接する2つの円筒篭1の挿通窓13を突き合わせることで、他の円筒篭1の横線材11を挿通窓13内へ通過させて、2つの円筒篭1の外周を一部重合させることができる。
なお、本発明の土木構造物Aは、主に充填体A1と連結手段A2を躯体とみなす構造であり、円筒篭1は主として捨て型枠として機能する。従って、円筒篭1に欠損部である挿通窓13を設けても、構造上の弱点とならない。
<2.1.1> Insertion window (Fig. 2).
The insertion window 13 is a notch for polymerizing the adjacent cylindrical cage 1.
The insertion window 13 is formed by missing the vertical wire rod 12 corresponding to a part of the arrangement pitch of the vertical wire rod 12. That is, the missing portion of the vertical wire rod 12 between the uniform arrangement pitches of the vertical wire rod 12 is not the insertion window 13 of the present invention.
Of the plurality of cylindrical cages 1 in series, the two outer cylindrical cages 1 need only have the insertion window 13 inside to be connected to the other cylindrical cages 1. The cylindrical cage 1 other than the outer cylindrical cage 1 needs to be provided with insertion windows 13 on both sides.
By abutting the insertion windows 13 of two adjacent cylindrical cages 1, the horizontal wire rod 11 of the other cylindrical cage 1 can be passed into the insertion window 13 to partially polymerize the outer periphery of the two cylindrical cages 1. can.
The civil engineering structure A of the present invention has a structure in which the filler A1 and the connecting means A2 are mainly regarded as a skeleton, and the cylindrical cage 1 mainly functions as a discard form. Therefore, even if the cylindrical cage 1 is provided with the insertion window 13 which is a defective portion, it does not become a structural weak point.

<2.1.2>ループ端(図4)。
ループ端11aは、後述する連結材20と組み合わせて2つの分割篭10を連結するための連結要素である。
ループ端11aは、横線材11の両端部を鉤状に折り返して構成する。詳細には、分割篭10を構成する各横線材11の両端部を内側に折り返し、これを縦線材12で上下に連結してなる。
ループ端11aを、外向きでなく内向きに構成することで、後述する充填体A1の充填時、充填体A1の内圧によって、ループ端11aの先端がループを閉じる方向に押し潰されるため、ループ端11aの変形による連結材20の離脱、及びこれによる円筒篭1の分解を防ぐことができる。
<2.1.2> Loop end (Fig. 4).
The loop end 11a is a connecting element for connecting the two split cages 10 in combination with the connecting member 20 described later.
The loop end 11a is configured by folding both ends of the horizontal wire rod 11 into a hook shape. Specifically, both ends of each horizontal wire rod 11 constituting the split cage 10 are folded inward, and these are vertically connected by the vertical wire rod 12.
By configuring the loop end 11a inward instead of outward, when the filler A1 described later is filled, the tip of the loop end 11a is crushed in the direction of closing the loop by the internal pressure of the filler A1, so that the loop It is possible to prevent the connecting member 20 from being detached due to the deformation of the end 11a and the cylindrical cage 1 from being disassembled due to this.

<2.2>連結材(図4)。
連結材20は、2つの分割篭10を連結するための部材である。
本例では連結材20として長尺のピン部材を採用する。
連結材20の長さは、円筒篭1の高さに対応させ、連結材20の頭部は鉤状に下向きに折り返す。
2つの分割篭10を円筒状に組み合わせ、ループ端11a同士を重合させた状態で、ループ端11aの内部に連結材20を差し入れることで、2つの分割篭10を簡易かつ確実に連結することができる。
なお、連結材20はピン部材に限らず、例えばコイル状の鉄線を採用してもよい。詳細には、円筒状に向かい合わせた2つの分割篭10の端部の縦線材12同士を突き合わせ、コイル状の鉄線を巻き付けることで、分割篭10同士を連結する。
この場合、分割篭10にループ端12aを設ける必要はない。
<2.2> Connecting material (Fig. 4).
The connecting member 20 is a member for connecting the two split cages 10.
In this example, a long pin member is used as the connecting member 20.
The length of the connecting member 20 corresponds to the height of the cylindrical cage 1, and the head of the connecting member 20 is folded downward like a hook.
Two split cages 10 are combined in a cylindrical shape, and the connecting material 20 is inserted inside the loop end 11a in a state where the loop ends 11a are overlapped with each other to easily and reliably connect the two split cages 10. Can be done.
The connecting material 20 is not limited to the pin member, and for example, a coiled iron wire may be used. Specifically, the vertical wire rods 12 at the ends of the two split cages 10 facing each other in a cylindrical shape are butted against each other, and the coiled iron wire is wound around the split cages 10 to connect the split cages 10.
In this case, it is not necessary to provide the loop end 12a in the split cage 10.

<3>充填体。
充填体A1は、円筒篭1内に充填して、土木構造物Aの躯体を構成する部材である。
本例では、充填体A1として、円筒篭1の内部に配置した布製型枠A1aと、布製型枠A1aの内部に打設したコンクリートA1bの組合せを採用する。
本例の布製型枠A1aは、不織布性を有底状に縫製した袋体からなる。ただし袋体の素材は、不織布でなく、織布、編地、フェルト、樹脂シート等であってもよい。
布製型枠A1aの寸法は、円筒篭1の幅と高さに対応させる。
布製型枠A1a内にコンクリートA1bを打設し、コンクリートA1bを硬化させることで、布製型枠A1a内のコンクリートA1b、布製型枠A1aの布目に浸み込んだコンクリートA1b、布製型枠A1aの側面に食い込んだ円筒篭1の鉄線、及び後述する連結手段A2の布製型枠A2aの布目に浸み込んだコンクリートA2bが、一体化する。
なお、充填体A1は布製型枠A1aに限らず、一般的な土木工事用シートを袋状又は筒状に構成したものを用いてもよい。例えば、コンクリートA1bの粘度が十分に高ければ、円筒篭1の内部に土木工事用シートを筒状に配置し、その内部にコンクリートA1bを打設することで、コンクリートA1bを漏らすことなく筒内に保持することができる。
<3> Filler.
The filler A1 is a member that is filled in the cylindrical cage 1 to form the skeleton of the civil engineering structure A.
In this example, as the filler A1, a combination of a cloth formwork A1a arranged inside the cylindrical basket 1 and a concrete A1b cast inside the cloth formwork A1a is adopted.
The cloth formwork A1a of this example is made of a bag body in which a non-woven fabric is sewn into a bottomed shape. However, the material of the bag body may be a woven fabric, a knitted fabric, a felt, a resin sheet or the like instead of the non-woven fabric.
The dimensions of the cloth formwork A1a correspond to the width and height of the cylindrical basket 1.
By placing concrete A1b in the cloth formwork A1a and hardening the concrete A1b, the concrete A1b in the cloth formwork A1a, the concrete A1b soaked into the cloth of the cloth formwork A1a, and the side surface of the cloth formwork A1a. The iron wire of the cylindrical cage 1 that bites into the concrete and the concrete A2b that has penetrated into the cloth of the cloth formwork A2a of the connecting means A2 described later are integrated.
The filler A1 is not limited to the cloth formwork A1a, and a general civil engineering sheet may be used in the form of a bag or a cylinder. For example, if the viscosity of the concrete A1b is sufficiently high, a civil engineering sheet is arranged in a cylindrical shape inside the cylindrical basket 1, and the concrete A1b is placed inside the cylindrical cage 1 so that the concrete A1b does not leak into the cylinder. Can be retained.

<4>連結手段。
連結手段A2は、隣接する円筒篭1同士を連結する手段である。
本例では、連結手段A2として、重合部Rの内部に配置した布製型枠A2aと、布製型枠A2aの内部に打設したコンクリートA2bの組合せを採用する。
布製型枠A2aの寸法は、重合部Rの幅と高さに対応させる。
連結手段A2における布製型枠A2a及びコンクリートA2bのその他の構成は、前述した充填体A1における布製型枠A1a及びコンクリートA1bと同様であるので、ここでは詳述しない。
<4> Connecting means.
The connecting means A2 is a means for connecting adjacent cylindrical cages 1 to each other.
In this example, as the connecting means A2, a combination of a cloth formwork A2a arranged inside the polymerization portion R and a concrete A2b cast inside the cloth formwork A2a is adopted.
The dimensions of the cloth formwork A2a correspond to the width and height of the layered portion R.
Other configurations of the cloth formwork A2a and the concrete A2b in the connecting means A2 are the same as those of the cloth formwork A1a and the concrete A1b in the filler A1 described above, and are not described in detail here.

<5>土木構造物の構築方法。
本発明の土木構造物Aは、例えば、組立工程、配置工程、連結工程、充填工程、及び積上工程からなる以下の一連の手順によって構築することができる。
<5> Construction method of civil engineering structure.
The civil engineering structure A of the present invention can be constructed by, for example, the following series of procedures including an assembly process, an arrangement process, a connection process, a filling process, and a stacking process.

<5.1>組立工程。
所定の数の円筒篭1を組み立てる。詳細には、一対の分割篭10を円筒状に組んで各ループ端12aを重ね合わせ、ループ端12aの内部に連結材20を挿入することで、分割篭10を一体に連結する。
本例の土木構造物Aは、充填体A1が布製型枠A1aとコンクリートA1bの組合せからなるため、円筒篭1に蓋網と底網を設ける必要がない。
このため、蓋網等の円周を円筒篭1の縁にコイル連結する煩雑な作業が不要であり、施工性が高い。
<5.1> Assembly process.
Assemble a predetermined number of cylindrical cages 1. Specifically, the split cages 10 are integrally connected by assembling a pair of split cages 10 in a cylindrical shape, overlapping the loop ends 12a, and inserting the connecting member 20 inside the loop ends 12a.
In the civil engineering structure A of this example, since the filler A1 is composed of a combination of a cloth formwork A1a and a concrete A1b, it is not necessary to provide a lid net and a bottom net on the cylindrical cage 1.
Therefore, there is no need for complicated work of coiling the circumference of the lid net or the like to the edge of the cylindrical cage 1, and the workability is high.

<5.2>配置工程(図5)。
組み立てた円筒篭1を、斜面に沿って連続配置する。この際、隣接する円筒篭1の横線材11を、相互に挿通窓13に挿入して、円筒篭1を一部ラップさせた重合部Rを構成する。
なお、組立工程と配置工程とを分けず、円筒篭1を設置場所で直接組み立ててもよい。
本発明の土木構造物Aは、円筒篭1の縦線材12を、任意の位置でカットすることで、挿通窓13の向きを変え、円筒篭1の連結方向を現場で設定することができる。
また、縦線材12のカット本数を選択することで、重合部Rの幅を変えて、円筒篭1の延長を現場で自由に調整することができる。
<5.2> Arrangement step (FIG. 5).
The assembled cylindrical basket 1 is continuously arranged along the slope. At this time, the horizontal wire rods 11 of the adjacent cylindrical cages 1 are mutually inserted into the insertion window 13 to form a polymerization portion R in which the cylindrical cages 1 are partially wrapped.
The cylindrical basket 1 may be directly assembled at the installation location without separating the assembly process and the arrangement process.
In the civil engineering structure A of the present invention, the vertical wire rod 12 of the cylindrical cage 1 can be cut at an arbitrary position to change the direction of the insertion window 13 and set the connecting direction of the cylindrical cage 1 in the field.
Further, by selecting the number of cuts of the vertical wire rod 12, the width of the polymerization portion R can be changed and the extension of the cylindrical cage 1 can be freely adjusted on site.

<5.3>連結工程(図6)。
隣接する円筒篭1同士を、連結手段A2で連結する。詳細には、2つの円筒篭1が共有する重合部Rの内部に、上方に口を開いた布製型枠A2aを設置し、布製型枠A2aの内部にコンクリートA2bを打設する。
コンクリートA2bの打設によって、布製型枠A2aが外向きに膨らんで、重合部Rを限界まで押し広げる。
コンクリートA2bの打設後、布製型枠A2aの袋口をコンクリートA2bの液面上に折りたたむ。これによって、袋口の布目に未硬化のコンクリートA2bが滲み込んで、コンクリートA2bと一体化する。
コンクリートA2bの硬化によって、重合部Rが最大に開いた状態で固定されて、円筒篭1同士が堅固に連結される。
<5.3> Connecting process (FIG. 6).
The adjacent cylindrical cages 1 are connected to each other by the connecting means A2. Specifically, a cloth formwork A2a having an open mouth is installed inside the polymerization portion R shared by the two cylindrical baskets 1, and concrete A2b is placed inside the cloth formwork A2a.
By placing the concrete A2b, the cloth formwork A2a swells outward and pushes the polymerized portion R to the limit.
After placing the concrete A2b, the bag mouth of the cloth formwork A2a is folded on the liquid surface of the concrete A2b. As a result, the uncured concrete A2b permeates into the cloth of the bag mouth and is integrated with the concrete A2b.
By hardening the concrete A2b, the polymerized portion R is fixed in a state of being fully open, and the cylindrical cages 1 are firmly connected to each other.

<5.4>充填工程(図7)。
円筒篭1の内部に充填体A1を充填する。詳細には、円筒篭1の内部に、上方に口を開いた布製型枠A1aを設置し、布製型枠A1aの内部にコンクリートA1bを打設する。
打設後は、連結工程と同様に、布製型枠A1aの袋口をコンクリートA1bの液面上に折りたんで一体化させる。
コンクリートA1bの充填によって、布製型枠A1aが外向きに膨らんで、円筒篭1を外向きに押し広げる。
同時に、充填体A1の布製型枠A1aの側面が、円筒篭1の鉄線を挟んで、連結手段A2の布製型枠A2aの側面に押し付けられ、充填体A1の布製型枠A1aの布目に滲んだコンクリートA1bが硬化することによって、充填体A1、連結手段A2、及び円筒篭1が一体に連結した、土木構造物Aが構築される。
<5.4> Filling step (FIG. 7).
The inside of the cylindrical cage 1 is filled with the filler A1. Specifically, a cloth formwork A1a having an open mouth is installed inside the cylindrical basket 1, and concrete A1b is placed inside the cloth formwork A1a.
After casting, the bag mouth of the cloth formwork A1a is folded onto the liquid surface of the concrete A1b and integrated in the same manner as in the connecting step.
By filling the concrete A1b, the cloth formwork A1a swells outward and pushes the cylindrical basket 1 outward.
At the same time, the side surface of the cloth formwork A1a of the filler A1 was pressed against the side surface of the cloth formwork A2a of the connecting means A2 with the iron wire of the cylindrical cage 1 sandwiched between them, and bleeded into the cloth of the cloth formwork A1a of the filler A1. By hardening the concrete A1b, a civil engineering structure A in which the filler A1, the connecting means A2, and the cylindrical formwork 1 are integrally connected is constructed.

<5.5>積上工程。
土木構造物Aを複数段の積層構造とする場合には、必要に応じて下段の土木構造物Aの背面を埋め戻し、上述した<5.1>~<5.4>の手順で、下段の土木構造物Aの上方に上段の土木構造物Aを積み上げる。
<5.5> Stacking process.
When the civil engineering structure A has a multi-stage laminated structure, the back surface of the lower civil engineering structure A is backfilled as necessary, and the procedure of <5.1> to <5.4> described above is performed in the lower stage. The upper civil engineering structure A is piled up above the civil engineering structure A of.

[充填体と連結手段に石材等を用いる実施例]
実施例1では、充填体A1及び連結手段A2をそれぞれ、布製型枠とコンクリートの組合せとしたが、これに限られない。
本例では、充填体A1及び連結手段A2として、40~150mm程度の割栗石を採用する。この他、円筒篭1の目合いに対応した粒径の砕石、玉石、コンクリートガラ、レンガガラ等を採用してもよい。
本例でも、実施例1と同様にまず連結工程によって重合部R内に連結手段A2を投入し、円筒篭1同士を連結した(連結工程)後、円筒篭1内に充填体A1を投入する(充填工程)。
円筒篭1には、必要に応じて蓋網や底網を設置してもよい。また、重合部Rの縦線材12同士をコイル状の線材で一体に固定して、円筒篭1の連結を補強してもよい。
更に、充填体A1及び連結手段A2の一方を布製型枠とコンクリートの組合せとし、他方を石材等としてもよい。
[Example of using stone or the like for the filler and the connecting means]
In the first embodiment, the filler A1 and the connecting means A2 are each a combination of a cloth formwork and concrete, but the present invention is not limited to this.
In this example, a split chestnut stone having a size of about 40 to 150 mm is used as the filler A1 and the connecting means A2. In addition, crushed stone, boulder, concrete glass, brick glass, etc. having a particle size corresponding to the mesh size of the cylindrical cage 1 may be used.
Also in this example, as in the case of the first embodiment, the connecting means A2 is first put into the polymerization section R by the connecting step, the cylindrical cages 1 are connected to each other (connecting step), and then the filler A1 is put into the cylindrical cage 1. (Filling process).
A lid net or a bottom net may be installed on the cylindrical cage 1 as needed. Further, the vertical wire rods 12 of the polymerization portion R may be integrally fixed to each other with a coil-shaped wire rod to reinforce the connection of the cylindrical cage 1.
Further, one of the filler A1 and the connecting means A2 may be a combination of a cloth formwork and concrete, and the other may be a stone material or the like.

1 円筒篭
10 分割篭
11 横線材
11a ループ端
12 縦線材
13 挿通窓
20 連結材
A 土木構造物
A1 充填体
A1a 布製型枠
A1b コンクリート
A2 連結手段
A2a 布製型枠
A2b コンクリート
R 重合部
1 Cylindrical cage 10 Divided cage 11 Horizontal wire 11a Loop end 12 Vertical wire 13 Insertion window 20 Connecting material A Civil engineering structure A1 Filler A1a Cloth formwork A1b Concrete A2 Connecting means A2a Cloth formwork A2b Concrete R

Claims (5)

設置面上に連続して立設した複数の円筒篭と、
前記円筒篭の内部に充填した充填体と、
隣接する2つの前記円筒篭同士を連結した連結手段と、を備え、
隣接する2つの前記円筒篭が、相互に外周を一部重合させて構成した重合部を共有し
前記連結手段が、前記重合部内に配置した部材であり、
前記充填体が、前記円筒篭内に配置した袋状又は筒状のシートと、前記袋状又は筒状のシートの内部に充填した場所打ちコンクリートであり、
前記円筒篭内における前記充填体の内圧によって、隣接する前記円筒篭を前記連結手段に押し付けて固定したことを特徴とする、
土木構造物。
Multiple cylindrical baskets erected continuously on the installation surface,
The filler filled inside the cylindrical basket and
It is provided with a connecting means for connecting two adjacent cylindrical cages to each other.
The two adjacent cylindrical cages share a polymerized portion formed by partially polymerizing the outer periphery of each other.
The connecting means is a member arranged in the polymerization section.
The filler is a bag-shaped or tubular sheet arranged in the cylindrical basket and cast-in-place concrete filled inside the bag-shaped or tubular sheet.
It is characterized in that the adjacent cylindrical cage is pressed against the connecting means and fixed by the internal pressure of the filler in the cylindrical cage .
Civil engineering structure.
前記連結手段が、前記重合部内に配置した袋状又は筒状のシートと、前記袋状又は筒状のシートの内部に充填した場所打ちコンクリートであることを特徴とする、請求項に記載の土木構造物。 The first aspect of the present invention, wherein the connecting means is a bag-shaped or tubular sheet arranged in the polymerized portion and cast-in-place concrete filled inside the bag-shaped or tubular sheet. Civil engineering structure. 前記複数の円筒篭を上下に複数段積み上げたことを特徴とする、請求項1又は2に記載の土木構造物。 The civil engineering structure according to claim 1 or 2 , wherein the plurality of cylindrical cages are stacked one above the other in a plurality of stages. 設置面上に複数の円筒篭を連続して立設する配置工程と、
隣接する2つの前記円筒篭同士を連結手段で連結する連結工程と、
前記円筒篭の内部に充填体を充填する充填工程と、を備え、
隣接する2つの前記円筒篭が、相互に外周を一部重合させて構成した重合部を共有し、
前記連結手段が、前記重合部内に配置した部材であり、
前記充填体が、前記円筒篭内に配置した袋状又は筒状のシートと、前記袋状又は筒状のシートの内部に充填した場所打ちコンクリートであり、
前記充填工程において、前記円筒篭内における前記充填体の内圧によって、隣接する前記円筒篭を前記連結手段に押し付けて固定することを特徴とする、
土木構造物の構築方法。
An arrangement process in which multiple cylindrical baskets are continuously erected on the installation surface,
A connecting step of connecting two adjacent cylindrical cages with a connecting means,
A filling step of filling the inside of the cylindrical cage with a filler is provided.
The two adjacent cylindrical cages share a polymerized portion formed by partially polymerizing the outer periphery of each other.
The connecting means is a member arranged in the polymerization section.
The filler is a bag-shaped or tubular sheet arranged in the cylindrical basket and cast-in-place concrete filled inside the bag-shaped or tubular sheet.
The filling step is characterized in that the adjacent cylindrical cage is pressed against the connecting means and fixed by the internal pressure of the filler in the cylindrical cage .
How to build a civil engineering structure.
前記連結工程が、前記重合部内に袋状又は筒状のシートを配置する工程と、前記袋状又は筒状のシートの内部にコンクリートを打設する工程と、を備え、前記コンクリートの硬化後に前記充填工程を行うことを特徴とする、請求項に記載の土木構造物の構築方法。 The connecting step includes a step of arranging a bag-shaped or tubular sheet in the superposed portion and a step of placing concrete inside the bag-shaped or tubular sheet, and after the concrete is hardened, the said step. The method for constructing a civil engineering structure according to claim 4 , wherein the filling step is performed.
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