JP2013011099A - Method of laying honeycomb three-dimensional solid cell structure fixing plane material - Google Patents
Method of laying honeycomb three-dimensional solid cell structure fixing plane material Download PDFInfo
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Abstract
Description
本発明は、ハニカム状3次元立体セル構造体の側面を構成するシートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定することにより意匠性を高めた該構造体の敷設方法に関する。 The present invention provides a design by fixing a flat material made of a flexible material using a locking means so as to cover the outer surface of a sheet constituting the side surface of the honeycomb-shaped three-dimensional three-dimensional cell structure. The present invention relates to a method for laying the structure with improved properties.
従来、土木建築等の分野では、道路の路盤材、歩道の基礎材、仮設道路や擁壁等の土木用途の地盤補強材として、重荷重の支持や浸食防止等のために、以下の特許文献1に開示されるような、ハニカム状3次元立体セル構造体が一般に使用されている。
かかるセル構造体は、例えば、図1に示すように、幅方向に並設された複数の長片状の樹脂又は繊維シートを互いに所定の間隔で千鳥状に繰り返し部分的に接合され、その幅方向と直行する方向に展張した時、該シートにより囲まれたハニカム状のセルが多数形成されるように、構成されている。
Conventionally, in the field of civil engineering and construction, the following patent documents are used to support heavy loads and prevent erosion as ground reinforcement materials for road roadbed materials, sidewalk foundation materials, temporary roads and retaining walls, etc. A honeycomb-like three-dimensional three-dimensional cell structure as disclosed in No. 1 is generally used.
For example, as shown in FIG. 1, such a cell structure is formed by repeatedly joining a plurality of long pieces of resin or fiber sheets arranged in parallel in the width direction in a staggered manner at predetermined intervals. When stretched in a direction orthogonal to the direction, a large number of honeycomb-shaped cells surrounded by the sheet are formed.
このようなハニカム状3次元立体セル構造体は、前記したセル構造により、軽量で、強度が優れるという特徴がある。かかるハニカム状3次元セル構造体は、通常、一定の大きさのブロックとして、折り畳まれた状態で、敷設現場に運ばれ、現場で展張して、使用される。例えば、ハニカム状3次元立体セル構造体は、略平面の地表面、例えば、河川堤防の斜面、法面に複数のブロックとして、場合により積層されて、敷設され、各ブロックを互いに連結し、ハニカム状の各セル内に、砂、砕石、コンクリート、現地発生土等の充填材を充填し、転圧して、地盤補強材としての機能が発揮される。 Such a honeycomb-shaped three-dimensional three-dimensional cell structure is characterized by being light in weight and excellent in strength due to the cell structure described above. Such a honeycomb-shaped three-dimensional cell structure is usually transported to a laying site in a folded state as a block having a certain size, and is used after being expanded on the site. For example, a honeycomb-shaped three-dimensional three-dimensional cell structure is formed by laminating and laying a plurality of blocks as a plurality of blocks on a substantially flat ground surface, for example, a slope or slope of a river bank, and connecting the blocks to each other. Each cell is filled with a filler such as sand, crushed stone, concrete, or locally generated soil, and rolled to exert its function as a ground reinforcement.
従来、敷設する複数のブロックの連結は、例えば、地表面上で展張され、方向を揃えて敷設された隣接するブロックの最外側のストリップ同士を、U字クギ・ステイプラー等で、上から挟むようにして連結する等の各種方法で行われてきた。例えば、以下の特許文献1には、図1に示すように、隣接するハニカム状3次元立体セル構造体のブロックの最外側ストリップの凸部領域に設けられた開口スロット(溝孔)36に、挿入部材44とハンドル部材70をもつブロック接続治具24を挿入して、これを約90度回転させることにより、隣接するブロック同士を連結する方法及び該接続治具が開示されている(図2参照)。
特許文献1に開示されるハニカム状3次元立体セル構造体のブロックの側面は、各セルの形状に応じた波型となる(図9参照)。このため、該側面を略平面とすることが景観上好ましい場合に対処できないという課題があった。
Conventionally, a plurality of blocks to be laid are connected such that, for example, the outermost strips of adjacent blocks that are extended on the ground surface and laid in the same direction are sandwiched from above with a U-shaped nail, stapler, etc. It has been performed by various methods such as connecting. For example, in Patent Document 1 below, as shown in FIG. 1, an opening slot (groove hole) 36 provided in the convex region of the outermost strip of the adjacent honeycomb-shaped three-dimensional three-dimensional cell structure block, A method of connecting adjacent blocks by inserting a block connecting jig 24 having an insertion member 44 and a handle member 70 and rotating the block connecting jig 24 by about 90 degrees and the connecting jig are disclosed (FIG. 2). reference).
The side surface of the block of the honeycomb-shaped three-dimensional cell structure disclosed in Patent Document 1 has a wave shape corresponding to the shape of each cell (see FIG. 9). For this reason, there existed a subject that it cannot cope when it is preferable on a landscape to make this side surface into a substantially plane.
これに対して、以下の特許文献2には、ハニカム状立体補強材に土砂・砕石等を充填したハニカム構造体を構築するに際して、ハニカム構造体の端部側面の位置を固定するために設けられる支持具であって、ハニカム構造体端部側面と接する長方形状板と、地面と接する長方形状板からなり、ハニカム構造体端部側面と接する長方形状板の一辺と地面と接する長方形状板がほぼ垂直に結合したハニカム構造体建築用支持具8が開示されている(請求項1と2参照)。本願明細書に添付する図3〜5から分かるように、特許文献2に記載された支持具がL型であるため、セル構造体の湾曲した側面に沿うことはできず、また、該支持具は構造が複雑であり、また、ステンレスなどの耐食性のある金属でることが材質として望ましいと記載されるため(段落0026)、一般に高コストである。 On the other hand, the following Patent Document 2 is provided to fix the position of the side surface of the end portion of the honeycomb structure when the honeycomb structure in which the honeycomb-shaped three-dimensional reinforcing material is filled with earth and sand, crushed stone or the like is constructed. A support tool, comprising a rectangular plate in contact with the end surface of the honeycomb structure and a rectangular plate in contact with the ground surface. A vertically bonded honeycomb structure building support 8 is disclosed (see claims 1 and 2). As can be seen from FIGS. 3 to 5 attached to the present specification, since the support described in Patent Document 2 is L-shaped, it cannot follow the curved side surface of the cell structure, and the support Since the structure is complicated and it is described that the material is preferably a corrosion-resistant metal such as stainless steel (paragraph 0026), the cost is generally high.
また、以下の特許文献3には、ハニカム状立体補強材に充填材を充填したハニカム構造体を水平に積層して構築するハニカム擁壁の小口部に設置される小口止め型枠であって、壁面部と底面部とからなるL字状の小口止め型枠が記載されている(請求項1参照)。本願明細書に添付する図6〜8から分かるように、文字通りL字型であるため、セル構造体の湾曲した側面に沿うことはできず、また、耐食性向上のため、亜鉛80〜95重量%及びアルミニウム5〜20重量5からなる合金でメッキ処理されている鋼線(段落0028)やエキスパンドメタル(段落0026)からなるため、一般に高コストである。 Further, the following Patent Document 3 is a mouthpiece formwork installed at the edge of a honeycomb retaining wall constructed by horizontally stacking a honeycomb structure filled with a filler in a honeycomb-shaped three-dimensional reinforcing material, There is described an L-shaped fore-edge mold comprising a wall surface and a bottom surface (see claim 1). As can be seen from FIGS. 6 to 8 attached to the present specification, since it is literally L-shaped, it cannot follow the curved side surface of the cell structure, and zinc is 80 to 95% by weight for improving corrosion resistance. And a steel wire (paragraph 0028) or expanded metal (paragraph 0026) plated with an alloy of aluminum 5 to 20 wt.
ところで、ハニカム状3次元立体セル構造体を積層する場合、直線状の型枠を用いて構築された積層セル構造体の外壁面は直線状になるものの、直線状の型枠を用いずに構築された場合や、そもそも構築すべき積層構築物の外壁が直線状でなく、湾曲したものであることが想定されている場合には、当然に直線状の外壁は存在しない。したがって、積層セル構造体の外壁に意匠性をもたせたい場合、標示や化粧を施したい場合、あるいは個々のセルの凹凸を線状にして、施行面積を単純化した場合などに、特許文献2又は3に記載されたようなL字型の型枠では対応できない。すなわち、現状では、湾曲した、セル構造体のの最外側シート又はストリップに平面材を係止して意匠性や美観を高めることは実施されていない。 By the way, when laminating honeycomb-shaped three-dimensional cell structures, the outer wall surface of the laminated cell structure constructed using a linear mold is straight, but constructed without using a linear mold. If the outer wall of the laminated structure to be constructed is assumed to be not straight but curved in the first place, there is naturally no linear outer wall. Therefore, when it is desired to give design to the outer wall of the laminated cell structure, when marking or makeup is desired, or when the unevenness of each cell is made linear and the effective area is simplified, Patent Document 2 or The L-shaped form as described in No. 3 cannot be used. That is, at present, it has not been practiced to enhance the design and aesthetics by locking the flat material to the curved outermost sheet or strip of the cell structure.
本発明が解決しようとする課題は、セル構造体の側面を構成する該シートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定することにより意匠性を高めた該構造体の敷設方法を提供することである。 The problem to be solved by the present invention is to fix a flat material made of a flexible material using a locking means so as to cover the outer surface of the sheet constituting the side surface of the cell structure. It is providing the laying method of this structure which improved design nature by.
発明者らは、鋭意検討し、実験を重ねた結果、セル構造体の側面を構成するシートの外部表面を覆い隠すように、L字型ではなく、可撓性を有する材料からなる平面材を、係止手段を用いて該シートに固定することにより意匠性を高めることができることを見出し、本発明を完成するに至った。すなわち、本発明は以下のとおりのものである。 As a result of diligent examination and repeated experiments, the inventors have not made an L-shaped flat material made of a flexible material so as to cover the outer surface of the sheet constituting the side surface of the cell structure. The inventors have found that the design can be improved by fixing the sheet to the sheet using a locking means, and have completed the present invention. That is, the present invention is as follows.
[1]幅方向に並設された複数の長片状の樹脂又は繊維シートを互いに所定の間隔で千鳥状に繰り返し部分的に接合し、これを前記幅方向と直交する方向に展張することによってハニカム状のセルを形成するハニカム状3次元立体セル構造体の複数のブロックを敷設する方法であって、以下のステップ:
上記セル構造体を展張し、
該セル構造体の側面を構成する該シートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定し、そして
該展張された各セルの内部に、砂、砕石、コンクリート又は現地発生土を含む充填材を充填、転圧する、
を含む前記方法。
[1] By repeatedly joining a plurality of long pieces of resin or fiber sheets arranged in parallel in the width direction in a staggered manner at predetermined intervals, and extending them in a direction perpendicular to the width direction A method of laying a plurality of blocks of a honeycomb-shaped three-dimensional three-dimensional cell structure forming a honeycomb-shaped cell, the following steps:
Expand the cell structure,
A flat member made of a flexible material is fixed using locking means so as to cover the outer surface of the sheet constituting the side surface of the cell structure, and the inside of each of the expanded cells Filled with sand, crushed stone, concrete or filler containing locally generated soil
Including said method.
[2]前記セル構造体を展張するステップにおいて、杭を地面に打ち込むことにより展張状態を保持し、
前記平面材を、該セル構造体の側面を構成する該シートを介して、該杭に固定する、前記[1]に記載の方法。
[2] In the step of extending the cell structure, the extended state is maintained by driving a pile into the ground;
The method according to [1], wherein the flat member is fixed to the pile through the sheet that configures a side surface of the cell structure.
[3]前記係止手段が、ボルトとナットである、前記[1]又は[2]に記載の方法。 [3] The method according to [1] or [2], wherein the locking means is a bolt and a nut.
[4]幅方向に並設された複数の長片状の樹脂又は繊維シートを互いに所定の間隔で千鳥状に繰り返し部分的に接合し、これを前記幅方向と直交する方向に展張することによってハニカム状のセルを形成するハニカム状3次元立体セル構造体の複数のブロックを敷設する方法であって、以下のステップ:
該セル構造体の側面を構成する該シートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定し、
上記セル構造体を展張し、そして
該展張された各セルの内部に、砂、砕石、コンクリート又は現地発生土を含む充填材を充填、転圧する、
を含む前記方法。
[4] By joining a plurality of long pieces of resin or fiber sheets arranged in parallel in the width direction in a staggered manner at predetermined intervals, and joining them in a direction perpendicular to the width direction. A method of laying a plurality of blocks of a honeycomb-shaped three-dimensional three-dimensional cell structure forming a honeycomb-shaped cell, the following steps:
A flat member made of a flexible material is fixed using locking means so as to cover the outer surface of the sheet constituting the side surface of the cell structure.
The cell structure is expanded, and the expanded cell is filled with a filler containing sand, crushed stone, concrete, or locally generated soil, and pressed.
Including said method.
[5]前記係止手段は、前記長片状の樹脂又はシートの該平面材と接すべき凸領域に設けられた開口スロットと、前記平面材に設けられた開口ストットとが重なり合うように配置され、そしてかかる重なり合う両開口スロットにブロック接続治具を貫通させて、該シートと該平面材を固定する係止手段である、前記[1]又は[4]に記載の方法。 [5] The locking means is arranged so that an opening slot provided in a convex region to be in contact with the flat member of the long piece-like resin or sheet and an opening stot provided in the flat member overlap each other. The method according to [1] or [4], wherein the block connecting jig is passed through the overlapping opening slots to fix the sheet and the flat member.
[6]前記平面材が、樹脂又は再生樹脂からなる、前記[1]〜[5]のいずれかに記載の方法。 [6] The method according to any one of [1] to [5], wherein the planar member is made of a resin or a recycled resin.
[7]前記[1]〜[6]のいずれかに記載の方法により構築された前記ハニカム状3次元立体セル構造体の積層構造物。 [7] A laminated structure of the honeycomb-shaped three-dimensional three-dimensional cell structure constructed by the method according to any one of [1] to [6].
本発明に係るセル構造体の敷設方法においては、セル構造体の側面を構成するシートの外部表面を覆い隠すように、L字型ではなく、可撓性を有する材料からなる平面材を、係止手段を用いて該シートに固定することにより意匠性を高めることができる。本発明に係る平面材は可撓性であるため、セル構造体の側面に位置するシート又はストリップの凸部の接線が直線状でなく、湾曲していても該シート又はストリップに固定することができる。また、該平面材の材質を樹脂又は再生樹脂とすれば低コストである。さらに、係止手段として、例えば、従来技術のブロック接続治具24を使用することができる(図1、2、11参照)。また、本発明に係るセル構造体の敷設方法においては、該平面材は、展張の前後のいずれにも係止手段により、セル構造体に固定することができる。あるいは、最外側のセル内に杭を地面に打ち込むことにより展張状態を保持し、平面材を、該セル構造体の側面を構成する該シートを介して、該杭に、例えば、ボルトとナットを用いて、固定することができる。シートではなく、杭に固定する場合には、平面材の垂直性が高くなり、美しい施工が可能となる。杭の材料を、平面材と同様に樹脂又は再生樹脂とすればさらに低コストとなる。平面材に、標識等を取り付けたりして積層セル構造体の壁面の意匠性や美観を高めることができる。 In the cell structure laying method according to the present invention, a flat member made of a flexible material is used instead of an L-shape so as to cover the outer surface of the sheet constituting the side surface of the cell structure. The design can be enhanced by fixing to the sheet using a stopping means. Since the flat material according to the present invention is flexible, the tangent line of the convex portion of the sheet or strip located on the side surface of the cell structure is not linear and can be fixed to the sheet or strip even if it is curved. it can. Further, if the material of the flat material is resin or recycled resin, the cost is low. Further, for example, a conventional block connecting jig 24 can be used as the locking means (see FIGS. 1, 2, and 11). In the cell structure laying method according to the present invention, the flat member can be fixed to the cell structure by a locking means before and after the expansion. Alternatively, a stretched state is maintained by driving the pile into the ground in the outermost cell, and the flat material is attached to the pile via the sheet constituting the side surface of the cell structure, for example, a bolt and a nut. And can be fixed. In the case of fixing to a pile instead of a sheet, the verticality of the flat material becomes high and beautiful construction is possible. If the material of the pile is a resin or a recycled resin like the flat material, the cost is further reduced. A design or an appearance of the wall surface of the laminated cell structure can be enhanced by attaching a label or the like to the flat material.
以下、本発明を詳細に説明する。
本発明は、第一の態様において、幅方向に並設された複数の長片状の樹脂又は繊維シートを互い所定の間隔で千鳥状に繰り返し部分的に接合し、これを前記幅方向と直交する方向に展張することによってハニカム状のセルを形成するハニカム状3次元立体セル構造体の複数のブロックを敷設する方法であって、以下のステップ:
上記セル構造体を展張し、
該展張された各セルの内部に、砂、砕石、コンクリート又は現地発生土を含む充填材を充填、転圧し、そして
該セル構造体の側面を構成する該シートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定する、
を含む前記方法に関する。
Hereinafter, the present invention will be described in detail.
According to the first aspect of the present invention, in the first aspect, a plurality of long pieces of resin or fiber sheets arranged in parallel in the width direction are partially joined in a staggered manner at predetermined intervals, and this is orthogonal to the width direction. A method of laying a plurality of blocks of a honeycomb-shaped three-dimensional three-dimensional cell structure that forms a honeycomb-shaped cell by spreading in a direction to perform the following steps:
Expand the cell structure,
Filling each rolled cell with a filler containing sand, crushed stone, concrete or locally generated soil, rolling and covering the outer surface of the sheet constituting the side of the cell structure, A flat member made of a flexible material is fixed using a locking means;
The method.
すなわち、第一の態様では、可撓性を有する材料からなる平面材は、展張後、充填前に固定される。かかる固定は、例えば、前記セル構造体を展張するステップにおいて、杭を地面に打ち込むことにより展張状態を保持し、前記平面材を、該セル構造体の側面を構成する該シートを介して、例えば、係止手段としてボルトとナットを用いて該杭に固定するような方法で行われる(図10参照)。 That is, in the first aspect, the flat material made of a flexible material is fixed after filling and before filling. For example, in the step of extending the cell structure, the fixing may be performed by driving a pile into the ground to maintain the expanded state, and the planar member may be connected via the sheet constituting the side surface of the cell structure, for example, The bolts and nuts are used as the locking means and fixed to the pile (see FIG. 10).
本発明は、第二の態様において、幅方向に並設された複数の長片状の樹脂又は繊維シートを互い所定の間隔で千鳥状に繰り返し部分的に接合し、これを前記幅方向と直交する方向に展張することによってハニカム状のセルを形成するハニカム状3次元立体セル構造体の複数のブロックを敷設する方法であって、以下のステップ:
該セル構造体の側面を構成する該シートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定し、
上記セル構造体を展張し、そして
該展張された各セルの内部に、砂、砕石、コンクリート又は現地発生土を含む充填材を充填、転圧する、
を含む前記方法に関する。
According to the second aspect of the present invention, in the second aspect, a plurality of long pieces of resin or fiber sheets arranged in parallel in the width direction are partially joined in a staggered manner at predetermined intervals, and this is orthogonal to the width direction. A method of laying a plurality of blocks of a honeycomb-shaped three-dimensional three-dimensional cell structure that forms a honeycomb-shaped cell by spreading in a direction to perform the following steps:
A flat member made of a flexible material is fixed using locking means so as to cover the outer surface of the sheet constituting the side surface of the cell structure.
The cell structure is expanded, and the expanded cell is filled with a filler containing sand, crushed stone, concrete, or locally generated soil, and pressed.
The method.
すなわち、第二の態様においては、可撓性を有する材料からなる平面材は、展張、充填前に固定される。前記係止手段としては、図11に示すように、前記長片状の樹脂又はシートの該平面材と接すべき凸領域に設けられた開口スロットと、前記平面材に設けられた開口スロットとが重なり合うように配置され、そしてかかる重なり合う両開口スロットにブロック接続治具を貫通させて、該シートと該平面材を固定する係止手段であることができる。 That is, in the second aspect, the flat member made of a flexible material is fixed before stretching and filling. As the locking means, as shown in FIG. 11, an opening slot provided in a convex region to be in contact with the flat member of the long piece of resin or sheet, and an opening slot provided in the flat member Are arranged so as to overlap each other, and a block connecting jig is passed through the overlapping opening slots so as to fix the sheet and the flat member.
以下、ハニカム状3次元立体セル構造体、係止手段、可撓性を有する材料からなる平面材について説明する。
[ハニカム状3次元立体セル構造体]
幅方向に並設された複数の長片状の樹脂又は繊維シートを互い所定の間隔で千鳥状に繰り返し部分的に接合し、これを前記幅方向と直交する方向に展張することによってハニカム状のセルを形成するハニカム状3次元立体セル構造体とは、一般に、土木建築等の分野で、道路の路盤材、歩道の基礎材、仮設道路や擁壁、河川堤防の法面保護等の土木用途の地盤補強材として、重荷重の支持、浸食防止等のために使用される、例えば、特許文献1に開示されるような、ハニカム状3次元立体セル構造体であることができるが、これに限定されるものではない。前記樹脂又は繊維シートの材質は特に限定されないが、耐候性の観点からポリエチレンが好ましい。樹脂又は繊維シートの接合の間隔(ピッチ)は200〜800mmが好ましい。前記接合は、例えば、熱融着等の手段によって行われる。前記ハニカム状3次元立体セル構造体の各ブロックは、好ましくは縦3〜40個、横5〜10個のセルを有する。セル構造体の展張後の大きさは、好ましくは縦700〜6000mm、横2000〜3500mm、長辺状の樹脂又は繊維シートの高さ100〜400mmである。
Hereinafter, a honeycomb-shaped three-dimensional three-dimensional cell structure, locking means, and a flat material made of a flexible material will be described.
[Honeycomb three-dimensional solid cell structure]
A plurality of long pieces of resin or fiber sheets arranged side by side in the width direction are partially joined in a staggered manner at predetermined intervals, and this is stretched in a direction perpendicular to the width direction to form a honeycomb-like shape. The honeycomb-shaped three-dimensional cell structure forming cells is generally used in civil engineering and other fields, such as roadbed materials, foundation materials for sidewalks, temporary roads and retaining walls, and protection of slopes on river dikes. As a ground reinforcement material, it can be used for supporting heavy loads, preventing erosion, etc., for example, as disclosed in Patent Document 1, a honeycomb-like three-dimensional three-dimensional cell structure, It is not limited. The material of the resin or fiber sheet is not particularly limited, but polyethylene is preferable from the viewpoint of weather resistance. The bonding interval (pitch) of the resin or fiber sheet is preferably 200 to 800 mm. The joining is performed by means such as heat fusion. Each block of the honeycomb-shaped three-dimensional three-dimensional cell structure preferably has 3 to 40 vertical cells and 5 to 10 horizontal cells. The size of the cell structure after expansion is preferably 700 to 6000 mm in length, 2000 to 3500 mm in width, and 100 to 400 mm in height of the long-sided resin or fiber sheet.
かかるセル構造体は、一般には、ブロック毎に、折り畳んで現場に搬入され、施工地表面上で展張され、ブロック同士を連結し、形成された各セルに砂、砕石、コンクリート、現地発生土等の充填材を充填し、転圧することにより、例えば、河川の堤防法面に敷設される。但し、かかるセル構造体のブロックは積層されて盛土壁面等を構築するために使用することもできる。 Such a cell structure is generally folded into each block, carried to the site, spread on the surface of the construction site, connected to each other, sand, crushed stone, concrete, locally generated soil, etc. in each formed cell. For example, it is laid on the dike slope of a river. However, the blocks of the cell structure can also be used to build a bank wall or the like by being stacked.
図1に示すように、隣接するセル構造体第一ブロック20とセル構造体第二ブロック22において長片状の樹脂又はシート26の最外側の凸領域内に開口スロット(溝孔)36が設けられている。かかる開口スロット(溝孔)36は、ブロック接続治具24がその中に貫通することができる程度の大きさであることができる。本発明においては、図11に示すように、かかるブロック接続治具24を、平面材を固定する係止手段としても使用することができる。 As shown in FIG. 1, an opening slot (groove hole) 36 is provided in the outermost convex region of the long piece-like resin or sheet 26 in the adjacent cell structure first block 20 and cell structure second block 22. It has been. Such an open slot (groove hole) 36 may be large enough to allow the block connecting jig 24 to penetrate therethrough. In this invention, as shown in FIG. 11, this block connection jig | tool 24 can be used also as the latching means which fixes a flat material.
[係止手段]
係止手段は、前記したように、図2に示すような、ブロック接続治具24であることができる。その他の係止手段としては、図10に示すような、最外側のセル内に杭を地面に打ち込むことにより展張状態を保持し、平面材を、該セル構造体の側面を構成する該シートを介して、該杭に、例えば、ボルトとナットを用いて、固定するようなものであることができる。平面材を、ブロック接続治具24でシートに固定するのではなく、杭に固定する場合には、杭の垂直性を確保すれば、これに固定される平面材の垂直性も高くなるため、美しい施工が可能となる。杭の材料を、平面材と同様に樹脂又は再生樹脂とすればさらに低コストとなる。杭と平面材との係止手段は、例えば、ボルトとナットであることができるが、これに限定されない。
[Locking means]
As described above, the locking means can be the block connecting jig 24 as shown in FIG. As other locking means, as shown in FIG. 10, a pile is driven into the ground in the outermost cell to maintain a stretched state, and a flat member is used as the sheet constituting the side surface of the cell structure. For example, the pile can be fixed using, for example, a bolt and a nut. If the flat material is not fixed to the sheet with the block connecting jig 24, but fixed to the pile, if the verticality of the pile is ensured, the perpendicularity of the flat material fixed to this will also be high. Beautiful construction is possible. If the material of the pile is a resin or a recycled resin like the flat material, the cost is further reduced. The locking means between the pile and the flat member can be, for example, a bolt and a nut, but is not limited thereto.
[可撓性を有する材料からなる平面材]
可撓性を有する材料からなる平面材は、図10と11に示すように、セル構造体のシート又はストリップの垂直方向の幅と略同一のタテ方向の長さと一定のヨコ方向(シートの幅方向)の長さをもった長方形の形状であることができる。例えば、タテ約10〜30cm×ヨコ100〜300cmの長方形であることができる。平面材の材料によるが、作業者が容易に施工でき、かつ施工後に長期に亘りその形状を保持できる程度の可撓性を持たせるため、平面材の厚さは、例えば、約0.5mm〜5mmであることが好ましい。平面材の材料又は材質は、特に限定されないが、可撓性を有する材料として金属、プラスチック、織布又は不織布等であることができる。耐候性の樹脂又は再生樹脂であることが、コスト又は環境の観点から好ましい。また、必要により、平面材の外表面には、標識を付したり、塗料でイラストを描いたりしてもよい。平面材は、セル構造体の意匠性や美観を高めるために用いられるため、かかる用途に相応しい材料又は材質等である必要がある。また、作業性の観点から、平面材の重量は軽量であることが好ましい。
[Planar material made of flexible material]
As shown in FIGS. 10 and 11, a flat member made of a flexible material has a length in the vertical direction that is substantially the same as the vertical width of the sheet or strip of the cell structure and a certain horizontal direction (the width of the sheet). It can be a rectangular shape with a (direction) length. For example, it can be a rectangle of about 10-30 cm in length and 100-300 cm in width. Although it depends on the material of the flat material, the thickness of the flat material is, for example, about 0.5 mm to be flexible enough to allow the operator to perform construction easily and maintain the shape for a long time after construction. 5 mm is preferable. The material or material of the flat member is not particularly limited, but may be metal, plastic, woven fabric, nonwoven fabric, or the like as the flexible material. A weather-resistant resin or a recycled resin is preferable from the viewpoint of cost or environment. If necessary, a sign may be attached to the outer surface of the flat member, or an illustration may be drawn with paint. Since the flat material is used to enhance the design and aesthetics of the cell structure, it needs to be a material or material suitable for such use. From the viewpoint of workability, the weight of the flat member is preferably light.
本発明に係る平面材の固定方法等は、図10及び11を見れば、技術常識を参酌して、当業者にとって明らかであろう。 The flat material fixing method and the like according to the present invention will be apparent to those skilled in the art from FIGS.
本発明は、ハニカム状3次元立体セル構造体の側面を構成するシートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定することにより意匠性を高めた該構造体の敷設方法であるため、意匠性を高めたいセル構造体を敷設する土木分野において、好適に利用可能である。 The present invention provides a design by fixing a flat material made of a flexible material using a locking means so as to cover the outer surface of a sheet constituting the side surface of the honeycomb-shaped three-dimensional three-dimensional cell structure. Since it is a method of laying the structure with improved properties, it can be suitably used in the civil engineering field in which a cell structure for which design properties are desired to be laid.
1 ハニカム状立体補強材
7 充填材
8 支持具
9 孔
10 補強部材
11 補強部材接続用スリット
13 小口止め型枠
14 壁面部
15 底面部
16 背面地山部
17 側面部山部
19 ハニカム状3次元立体セル構造体
20 セル構造体第一ブロック
22 セル構造体第二ブロック
24 ブロック接続治具
26 ストリップ(長片状の樹脂又は繊維シート)
32 セル
34 孔
36 開口スロット(溝孔)
44 第一挿入部材
47 第二挿入部材
54 挿入部材プレート
55 挿入部材プレート
61 ブリッジ部材
62 ブリッジ部材
64 柄部材
70 ハンドル部材
80 本発明に係る平面材
81 杭
82 ボルト・ナット固定手段
83 開口スロット(溝孔)
DESCRIPTION OF SYMBOLS 1 Honeycomb-shaped three-dimensional reinforcement 7 Filler 8 Support 9 Hole 10 Reinforcement member 11 Reinforcing member connection slit 13 Fork stop formwork 14 Wall surface part 15 Bottom part 16 Back ground part 17 Side part mountain part 19 Honeycomb shape three-dimensional solid Cell structure 20 Cell structure first block 22 Cell structure second block 24 Block connection jig 26 Strip (long piece of resin or fiber sheet)
32 cells 34 holes 36 open slots (groove holes)
44 First Insertion Member 47 Second Insertion Member 54 Insertion Member Plate 55 Insertion Member Plate 61 Bridge Member 62 Bridge Member 64 Handle Member 70 Handle Member 80 Planar Material 81 Pile 82 Bolt / Nut Fixing Means 83 Opening Slot (Groove) Hole)
Claims (7)
上記セル構造体を展張し、
該セル構造体の側面を構成する該シートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定し、そして
該展張された各セルの内部に、砂、砕石、コンクリート又は現地発生土を含む充填材を充填、転圧する、
を含む前記方法。 A plurality of long pieces of resin or fiber sheets arranged in parallel in the width direction are partially joined in a staggered manner at predetermined intervals to each other, and this is stretched in a direction perpendicular to the width direction to form a honeycomb-like A method of laying a plurality of blocks of a honeycomb-shaped three-dimensional solid cell structure forming a cell, comprising the following steps:
Expand the cell structure,
A flat member made of a flexible material is fixed using locking means so as to cover the outer surface of the sheet constituting the side surface of the cell structure, and the inside of each of the expanded cells Filled with sand, crushed stone, concrete or filler containing locally generated soil
Including said method.
前記平面材を、該セル構造体の側面を構成する該シートを介して、該杭に固定する、請求項1に記載の方法。 In the step of extending the cell structure, the expanded state is maintained by driving a pile into the ground,
The method according to claim 1, wherein the flat member is fixed to the pile via the sheet constituting the side surface of the cell structure.
該セル構造体の側面を構成する該シートの外部表面を覆い隠すように、可撓性を有する材料からなる平面材を、係止手段を用いて固定し、
上記セル構造体を展張し、そして
該展張された各セルの内部に、砂、砕石、コンクリート又は現地発生土を含む充填材を充填、転圧する、
を含む前記方法。 A plurality of long pieces of resin or fiber sheets arranged in parallel in the width direction are partially joined in a staggered manner at predetermined intervals to each other, and this is stretched in a direction perpendicular to the width direction to form a honeycomb-like A method of laying a plurality of blocks of a honeycomb-shaped three-dimensional solid cell structure forming a cell, comprising the following steps:
A flat member made of a flexible material is fixed using locking means so as to cover the outer surface of the sheet constituting the side surface of the cell structure.
The cell structure is expanded, and the expanded cell is filled with a filler containing sand, crushed stone, concrete, or locally generated soil, and pressed.
Including said method.
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KR101863835B1 (en) * | 2016-05-17 | 2018-06-01 | 시지엔지니어링(주) | Cell Structure for Reinforcing Ground |
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JP2016156146A (en) * | 2015-02-23 | 2016-09-01 | 公益財団法人鉄道総合技術研究所 | Temporary hold-down material for embankment reinforcement mud wall construction method, and laying method for the same |
KR101863835B1 (en) * | 2016-05-17 | 2018-06-01 | 시지엔지니어링(주) | Cell Structure for Reinforcing Ground |
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