JP5102182B2 - Wall reinforcing retaining wall connector - Google Patents

Wall reinforcing retaining wall connector Download PDF

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JP5102182B2
JP5102182B2 JP2008294038A JP2008294038A JP5102182B2 JP 5102182 B2 JP5102182 B2 JP 5102182B2 JP 2008294038 A JP2008294038 A JP 2008294038A JP 2008294038 A JP2008294038 A JP 2008294038A JP 5102182 B2 JP5102182 B2 JP 5102182B2
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mesh
net
rising
wall
winding
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JP2010121309A (en
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佳明 夏目
紀 有田
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夏目金網工業株式会社
旭化成ジオテック株式会社
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Description

本発明は、特に、急勾配盛土の法面、即ち、擁壁の補強を行う壁面補強擁壁材の連結具に関するもので、詳しくは、金属製の壁面補強材相互間を接続する金属製の壁面補強擁壁材の連結具に関するものである。 In particular, the present invention relates to a sloped embankment slope, that is, to a wall-wall-retaining retaining wall connecting member that reinforces a retaining wall . The present invention relates to a connector for wall reinforcing retaining wall material .

従来、盛土等における壁面の補強には、土のうやコンクリート枠等が用いられてきたが、近年は、金網を法面に配置して補強するとともに金網の上に植生して緑化している。
例えば、特許文献1は、壁面の表層部に設置して地盤を補強するための壁面補強部材が開示されている。当該壁面補強部材は、網部材とその周囲を縁取りする枠部材とからなり、側面視がコ字状となされ、かつ、少なくともコ字状の上辺を構成する枠部材が回転自在に接続されている。
Conventionally, sandbags, concrete frames, and the like have been used to reinforce wall surfaces in embankments and the like, but in recent years, wire meshes have been placed on slopes to be reinforced and vegetated on the wire mesh to become green.
For example, Patent Literature 1 discloses a wall surface reinforcing member that is installed on the surface layer portion of a wall surface to reinforce the ground. The wall reinforcing member is composed of a net member and a frame member that borders the periphery thereof, the side view is U-shaped, and at least the frame member constituting the upper side of the U-shape is rotatably connected. .

特許文献1は、左右の隣り合う壁面補強部材の枠部材相互をコイル状連結部材で連結するとともに、壁面補強部材のコ字状の上辺に取り付けたコイル状連結部材の巻きピッチを網目状の地盤補強部材の網目ピッチの定倍とすることにより両者を嵌め合わせ、かつ、上側の壁面補強部材の底辺と連結し、前記コイル状連結部材に棒状部材を差し込むことによって、壁面補強部材と網目状の地盤補強部材、上側の壁面補強部材とを連結し、壁面補強部材のコ字状の縦辺部内面に、前記縦辺部を構成している網部材より目の細かいメッシュ状シート、植生シートを配設した擁壁構造を呈している。
特開2000−273868
In Patent Document 1, the frame members of the left and right wall reinforcing members adjacent to each other are connected to each other by a coiled connecting member, and the winding pitch of the coiled connecting member attached to the U-shaped upper side of the wall reinforcing member is a mesh-like ground. By fitting the two together by setting the mesh pitch of the reinforcing member to be a fixed multiple, and connecting to the bottom of the upper wall reinforcing member, and inserting the rod-like member into the coiled connecting member, A ground reinforcing member and an upper wall reinforcing member are connected to each other, and on the inner surface of the U-shaped vertical side portion of the wall reinforcing member, a mesh sheet and a vegetation sheet finer than the net member constituting the vertical side portion are provided. It has a retaining wall structure.
JP 2000-273868

しかしながら、上記特許文献1のコイル状連結部材は、最下段の壁面補強部材の上辺を構成する網部材と底辺を構成する網部材とが重なり合い、中段から上側の補強は、下段の壁面補強部材の上辺とその上の壁面補強部材の底辺とをコイル状連結部材で連結し、網目状地盤補強材をコイル状連結部材に嵌め込んで、棒状部材を挿入して外れ止めとする旨記載され、また、上記特許文献1の図には、コイル状連結部材が概念的に示されているに留まるものである。  However, in the coil-shaped connecting member of Patent Document 1, the mesh member that constitutes the upper side of the bottom wall reinforcing member and the mesh member that constitutes the bottom overlap, and the reinforcement from the middle to the upper side is the same as that of the lower wall reinforcing member. It is described that the upper side and the bottom side of the wall reinforcing member on the upper side are connected by a coiled connecting member, a mesh-like ground reinforcing material is fitted into the coiled connecting member, and a rod-like member is inserted to prevent it from coming off. In the figure of Patent Document 1, the coil-shaped connecting member is conceptually shown.

このように、上記特許文献1のコイル状連結部材は、左右の壁面補強部材相互間の接続にも、当該コイル状連結部材が使用されていると推認される。
ところが、コイル状連結部材は、左右の壁面補強部材相互間の網桟をコイル状の円内に収容するものであるから、組み付け時に、コイル状連結部材を何十回転と回転させる必要があり、作業効率が良くなかった。また、そのコイル円内は自在に網桟が移動できるから、ガタツキがあり、施工の際に直線性を出すには、再三の微調整が必要であった。
As described above, it is presumed that the coiled connecting member of Patent Document 1 is also used for the connection between the left and right wall reinforcing members.
However, since the coil-shaped connecting member is to house the mesh beam between the left and right wall reinforcing members in the coil-shaped circle, it is necessary to rotate the coil-shaped connecting member with tens of rotations during assembly. The work efficiency was not good. In addition, since the nets can move freely in the coil circle, there was a backlash, and repeated fine adjustments were necessary to achieve linearity during construction.

そこで、近年では、図10に示すように、U字状ボルトCを使用したワイヤクリップを利用して、左右の壁面補強部材相互間の網桟Aと網桟Bとを締め付けている。
図10は従来の壁面補強材の連結状態を説明する説明図であり、図10(a)はU字状ボルトの取付け状態を、図10(b)は座金及びナットの取付け状態を、図10(c)はU字状ボルト、座金及びナットの取付け状態を示す拡大斜視図である。
まず、左右の壁面補強部材の網桟Aと網桟Bとの相互間をU字状ボルトCで締め付ける場合、U字状ボルトCの開口に網桟Aと網桟Bを入れ、その網桟Aと網桟BをU字状ボルトCの開口とその開口に挿入した座金Dとの間で挟み込み、更に、U字状ボルトCの両端にナットEを螺合させ、2個のナットEの締め付けによってU字状ボルトCと座金Dによって左右の壁面補強部材の網桟Aと網桟Bとの相互間を堅固に接続している。
Therefore, in recent years, as shown in FIG. 10, a wire clip using a U-shaped bolt C is used to tighten the mesh beam A and the mesh beam B between the left and right wall reinforcing members.
10A and 10B are explanatory views for explaining the connection state of the conventional wall reinforcing material. FIG. 10A shows the attachment state of the U-shaped bolt, FIG. 10B shows the attachment state of the washer and the nut, and FIG. (C) is an expanded perspective view which shows the attachment state of a U-shaped volt | bolt, a washer, and a nut.
First, when the U-shaped bolt C is used to fasten the left and right wall reinforcing members between the mesh beam A and the mesh beam B, the mesh beam A and the mesh beam B are inserted into the opening of the U-shaped bolt C. A and the crosspiece B are sandwiched between the opening of the U-shaped bolt C and the washer D inserted into the opening, and nuts E are screwed to both ends of the U-shaped bolt C so that the two nuts E By tightening, the U-shaped bolt C and the washer D firmly connect the left and right wall reinforcing members A and B to each other.

しかし、ワイヤクリップのU字状ボルトCの2個のナットEを締め付けるには、1個のナットEを5回転から10回転させ、結果、両側のナットを10回転以上回転させる必要性から、その締め付け作業効率が良くなかった。特に、冬季に現場でナットを締め付けるには、夏季に比べて2倍から3倍の作業時間を要していた。また、ワイヤクリップの取付け間隔を密にすると、その取付け作業性の悪さから、人的手当てをしないと、他の作業性とのバランスが維持できないという問題が生じていた。  However, in order to tighten the two nuts E of the U-shaped bolt C of the wire clip, it is necessary to rotate one nut E from 5 rotations to 10 rotations and, as a result, to rotate the nuts on both sides by 10 rotations or more. Tightening work efficiency was not good. In particular, tightening nuts on site in winter required two to three times as much work time as in summer. Further, if the mounting interval of the wire clip is made narrow, due to the poor mounting workability, there has been a problem that the balance with other workability cannot be maintained unless human care is taken.

そこで、本発明は、かかる問題点を解決すべくなされたもので、作業性及び作業効率を良くし、かつ、その施工の際に直線性を出しやすくした壁面補強擁壁材の連結具の提供を課題とするものである。 Accordingly, the present invention has been made to solve such problems, and provides a connecting device for a wall reinforcing retaining wall material that improves workability and work efficiency and that is easy to produce linearity during construction. Is an issue.

請求項1の発明の壁面補強擁壁材の連結具は、複数層に盛土を積載する網面を形成してなる下面網部の端部相互間、前記下面網部との間を鋭角の面として立ち上げ、前記盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部の端部相互間とを連結する連結具は、前記下面網部の端部相互間及び立ち上げ網部の端部相互間を重ね合わせた状態で1ターン以上の巻回状態が維持される一端部に形成された巻回保持部及び前記巻回保持部から連続形成し、その他端部が前記網面の網桟に弾性係合するように形成された係止部を有し、全体が弾性体で形成されたものである。
ここで、上記下面網部は、複数層に盛土を積載する盛土を受ける面で、網面で形成されたものである。網としては、エキスパンドメタル、溶接金網、平織金網、菱形金網、亀甲金網等の金網の使用が可能である。
また、上記立ち上げ網部は、前記下面網部との間を鋭角の面として立ち上げ、前記盛土がこぼれだすのを防止する網面、即ち、擁壁面を形成する網面からなり、その態様としては、前記下面網部と前記立ち上げ網部は一体に形成されているものを折曲したものでもよいし、別々に形成し、それを接続したものでもよい。通常、前記下面網部と前記立ち上げ網部の接合している角度は、約90度以下であり鋭角となっている。
そして、上記連結具は、複数層に盛土を積載する面を、網面を形成してなる下面網部の端部相互間、前記下面網部との間を鋭角の面として立ち上げ、前記盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部の端部相互間とを連結するものであり、更に詳しくは、全体が弾性体で形成された巻回保持部と係止部を有し、前記巻回保持部は、前記下面網部の端部相互間及び立ち上げ網部の端部相互間を重ね合わせた状態で1ターン以上の巻回状態が維持される端部であり、また、前記係止部は、前記巻回保持部から連続形成し、その他端部が前記網面の網桟に弾性係合するように形成されたものである。
According to the first aspect of the present invention, there is provided a wall surface reinforcing retaining wall connector having an acute angle surface between ends of the lower surface mesh portion formed by forming a mesh surface for loading embankments in a plurality of layers and between the lower surface mesh portion. And a connecting tool for connecting between the ends of the rising net portion formed by forming a mesh surface that prevents the embankment from spilling out. A winding holding part formed at one end part where the winding state of one turn or more is maintained in a state where the ends of the parts are overlapped with each other, and the winding holding part are continuously formed, and the other end part is the mesh It has a latching portion formed so as to be elastically engaged with the mesh bar on the surface, and is formed entirely of an elastic body.
Here, the lower surface mesh portion is a surface that receives the embankment on which the embankment is loaded in a plurality of layers, and is formed of a mesh surface. As the mesh, it is possible to use a wire mesh such as an expanded metal, a welded wire mesh, a plain weave wire mesh, a rhombus wire mesh, or a turtle shell wire mesh.
Further, the rising net portion is formed as an acute angle surface between the lower surface net portion and the net surface for preventing the embankment from spilling out, that is, a net surface forming a retaining wall surface. For example, the lower surface net part and the rising net part may be formed by bending one formed integrally, or may be formed separately and connected. Usually, the angle at which the lower surface net part and the rising net part are joined is about 90 degrees or less, which is an acute angle.
And the above-mentioned connecting tool is constructed by raising the surface on which the embankment is stacked in a plurality of layers as an acute angle surface between the ends of the lower surface net part formed with the net surface and between the lower surface net part. It connects between the ends of the rising net part that forms a mesh surface to prevent spillage, and more specifically, it engages with the winding holding part formed entirely of an elastic body. And the winding holding portion is an end portion in which a winding state of one turn or more is maintained in a state where the end portions of the lower surface net portion and the end portions of the rising net portion are overlapped with each other. Further, the locking portion is formed continuously from the winding holding portion, and the other end portion is formed to be elastically engaged with the mesh bar of the mesh surface.

加えて、上記連結具の1ターン以上の巻回状態が維持される一端部に形成された巻回保持部は、略α状とし、前記下面網部の端部相互間と前記立ち上げ網部の端部相互間の重なりに対して、略α状のピッチ間で簡単に嵌め込んで、その角度の違いによって拘束する構造としたものである。また、前記網面の網桟に弾性係合する先端は、略クランク状または略コ字状に折曲させ、前記網面の網桟に弾性係合させるものである。In addition, the winding holding portion formed at one end portion where the winding state of the connecting tool is maintained for one turn or more is substantially α-shaped, and between the end portions of the lower surface net portion and the rising net portion With respect to the overlap between the end portions, a structure that is easily fitted between substantially α-shaped pitches and is restrained by the difference in angle. The tip of the mesh surface that is elastically engaged with the mesh bar is bent into a substantially crank shape or a substantially U shape, and is elastically engaged with the mesh beam of the mesh surface.
また、上記係止部は、略クランク状または略コ字状に折曲させ、前記網面の網桟に弾接したとき、外力によって容易に移動しない程度に弾接させるものである。Further, the locking portion is bent into a substantially crank shape or a substantially U shape, and is elastically contacted to the extent that it does not easily move by external force when it is elastically contacted with the mesh bar on the mesh surface.
そして、上記連結具の1ターン以上の巻回状態が維持される一端部に形成された略α状の巻回保持部は、1ターン以上、2ターン以下としたものである。And the substantially (alpha) -shaped winding holding | maintenance part formed in the one end part in which the winding state of the said connector for 1 turn or more is maintained shall be 1 turn or more and 2 turns or less.

請求項2の発明の壁面補強擁壁材または壁面補強擁壁材の連結具は、全体を丸線材、角線材、平線材の何れか1つとしたものである。
ここで、連結具の全体を丸線材、角線材、平線材の何れか1つとしたものでは、その特性に合った弾性力が得られ、外力で容易に外れない接続構造とすることができる。
According to the second aspect of the present invention, the wall reinforcing wall member or the connecting member of the wall reinforcing retaining wall material is one of a round wire, a square wire, and a flat wire.
Here, in the case where the whole coupling tool is one of a round wire, a square wire, and a flat wire, an elastic force suitable for the characteristics can be obtained, and a connection structure that cannot be easily detached by an external force can be obtained.

請求項1の壁面補強擁壁材の連結具は、複数層に盛土を積載する網面を形成してなる下面網部の端部相互間及び/または前記下面網部との間を鋭角の面として立ち上げ、前記盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部の端部相互間とを、前記下面網部の端部相互間及び/または前記立ち上げ網部の端部相互間が重ね合わせられた状態で、連結具の巻回保持部によって1ターン以上の巻回状態で下面網部の端部相互間及び/または立ち上げ網部の端部相互間を拘束し、更に、前記巻回保持部が移動しないように、前記網面の網桟に係止部を弾性係合したものである。
したがって、連結具の巻回保持部によって1ターン以上の巻回状態のピッチ間に、前記下面網部の端部相互間及び/または前記立ち上げ網部の端部相互間を挿入し、それを回動し、前記網面の網桟に係止部を弾性係合することができる。そして、前記連結具を解除する場合には、前記係止部の弾性係合を解き、それを回動し、巻回保持部のピッチ間から前記下面網部の端部相互間及び/または前記立ち上げ網部の端部相互間を離すことができる。また、前記下面網部の端部相互間及び/または前記立ち上げ網部の端部相互間のガタツキが、巻回保持部の1ターンの巻回径内に限られ、前記下面網部及び/または前記立ち上げ網部の直線性が出しやすい。
よって、前記下面網部の端部相互間及び/または前記立ち上げ網部の端部相互間の連結の作業性及び作業効率を良くし、かつ、その施工の際に前記下面網部及び/または前記立ち上げ網部の直線性を出しやすくしたものである。
The wall surface reinforcing retaining wall connector according to claim 1 is an acute angle surface between the ends of the lower surface net part and / or between the lower surface net part formed by forming a net surface on which the embankment is loaded in a plurality of layers. Between the ends of the rising net portions formed by forming a mesh surface that prevents the embankment from spilling out, between the ends of the lower surface mesh portions and / or the rising net portions In a state where the ends are overlapped with each other, the winding holding portion of the connector restrains the ends of the bottom mesh portion and / or the ends of the rising mesh portion in a winding state of one turn or more. Further, the locking portion is elastically engaged with the mesh bar on the mesh surface so that the winding holding portion does not move.
Therefore, between the ends of the lower surface net part and / or between the end parts of the rising net part between the winding state pitches of one turn or more by the winding holding part of the connector, By rotating, the locking portion can be elastically engaged with the mesh bar on the mesh surface. And when releasing the said connecting tool, the elastic engagement of the said latching | locking part is cancelled | released, it is rotated, between the edge parts of the said lower surface net | network part from between the pitches of a winding holding | maintenance part, and / or the said The end portions of the rising net portion can be separated from each other. Further, the backlash between the ends of the lower surface net part and / or between the end parts of the rising net part is limited to within a winding diameter of one turn of the winding holding part, and the lower surface net part and / or or linearity of the start-up network part is easy to put out.
Therefore, the workability and work efficiency of the connection between the end portions of the bottom mesh portion and / or the end portions of the rising mesh portion are improved, and the bottom mesh portion and / or This makes it easy to obtain the straightness of the rising net portion.

加えて、1ターン以上の巻回状態が維持される一端部に形成された巻回保持部は、そのピッチを前記下面網部の端部相互間及び/または立ち上げ網部の端部相互間の略断面積を収容できる略α状とし、かつ、先端を略クランク状または略コ字状に折曲させたものであるから、端部相互間の重なりに対して略α状のピッチ間で簡単に嵌め込んで、その角度の違いによって拘束する構造としたものであり、かつ、先端を略クランク状または略コ字状に折曲させ、前記網面の網桟に弾接したとき、外力によって容易に移動しない程度に弾接させることができ、施工現場で組み付け後に移動させても、容易に連結箇所が外れることがない。
また、前記係止部は、略クランク状または略コ字状に折曲させたものであるから、前記網面の網桟に弾接したとき、外力によって容易に移動しない程度に弾接させることができ、施工現場で組み付け後に移動させても、容易に連結箇所が外れることがない。
そして、1ターン以上の巻回状態が維持される一端部に形成された略α状の巻回保持部は、1ターン以上、2ターン以下としたものであるから、巻回保持部の巻き数が多くなるにしたがって、相互間の結合を堅固なものとすることができ、かつ、その取付け安定性をよくすることができる。
In addition, the winding holding part formed at one end where the winding state of one turn or more is maintained has a pitch between the ends of the lower surface net part and / or between the ends of the rising net part. And having a front end bent into a substantially crank shape or a substantially U-shape, the pitch between the ends is substantially α-shaped. It has a structure that can be easily fitted and restrained by the difference in angle, and when the tip is bent into a substantially crank shape or a substantially U shape and is elastically contacted with the mesh bar of the mesh surface, an external force Therefore, even if it is moved after assembly at the construction site, the connected portion does not easily come off.
In addition, since the locking portion is bent in a substantially crank shape or a substantially U shape, when it is elastically contacted with the mesh bar of the mesh surface, it is elastically contacted so as not to move easily by an external force. Even if it is moved after assembly at the construction site, the connected part will not easily come off.
And since the substantially (alpha) -shaped winding holding | maintenance part formed in the one end part by which the winding state of 1 turn or more is maintained is made into 1 turn or more and 2 turns or less, the number of winding of a winding holding part As the number increases, the coupling between them can be strengthened, and the mounting stability can be improved.

請求項2の壁面補強擁壁材または壁面補強擁壁材の連結具は、全体を丸線材、角線材、平線材の何れか1つとしたものであるから、請求項1に記載の効果に加えて、網桟の形状によって連結具の形状を特定することによって一度組み付けたら容易に外れることのない連結が可能となり、外力によって容易に移動しない程度に弾接させることができ、施工現場で組み付け後に移動させても、容易に連結箇所が外れることがない。 In addition to the effect of claim 1, the wall reinforcing retaining wall material or the wall reinforcing retaining wall connector according to claim 2 is composed of any one of a round wire, a square wire, and a flat wire. By specifying the shape of the connecting tool according to the shape of the mesh bar, once it is assembled, it can be connected so that it does not come off easily, and it can be elastically contacted to the extent that it does not move easily by external force. Even if it moves, a connection location does not come off easily.

以下、本発明の実施の形態に係る壁面補強擁壁材の連結具について、図面を参照しながら説明する。なお、実施の形態において、同一の記号及び同一の符号は同一または相当する部分を意味し、実施の形態相互の同一の記号及び同一の符号は、それら実施の形態に共通する部分であるから、ここでは重複する詳細な説明を省略する。  Hereinafter, the connection tool of the wall surface reinforcement retaining wall material which concerns on embodiment of this invention is demonstrated, referring drawings. In the embodiments, the same symbols and the same reference numerals mean the same or corresponding parts, and the same symbols and the same reference signs among the embodiments are parts common to the embodiments. Here, the detailed description which overlaps is abbreviate | omitted.

まず、本発明の実施の形態に係る壁面補強擁壁材の連結具について、図を参照して説明する。
図1は本発明の実施の形態に係る壁面補強擁壁材の全体の概略構成図であり、図2は本発明の実施の形態に係る壁面補強擁壁材の施工状態の要部断面図である。また、図3は本発明の実施の形態に係る壁面補強擁壁材で使用する網面を示す要部構成図である。図4は本発明の実施の形態に係る壁面補強擁壁材の連結具を示す平面図(a)及び正面図(b)である。図5は本発明の実施の形態に係る壁面補強擁壁材とその連結具を示す斜視図、図6は本発明の実施の形態に係る壁面補強擁壁材の連結具による連結を説明する連結初期の図(a)及び連結回動時の図(b)及び係止状態の図(c)である。図7は本発明の実施の形態に係る壁面補強擁壁材の連結具を示すもので、上側の立ち上げ網部と下側の立ち上げ網部の網桟相互の連結を説明する連結初期の図(a)及び連結回動時の図(b)及び係止状態の図(c)である。図8は本発明の実施の形態に係る壁面補強擁壁材の連結具の変形例を示す平面図(a)及び正面図(b)である。そして、図9は本発明の実施の形態に係る壁面補強擁壁材の施工状態を示す断面図である。
First, a wall reinforcing retaining wall connector according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is an overall schematic configuration diagram of a wall surface reinforcing retaining wall material according to an embodiment of the present invention, and FIG. 2 is a cross-sectional view of a principal part of a construction state of the wall surface reinforcing retaining wall material according to the embodiment of the present invention. is there. Moreover, FIG. 3 is a principal part block diagram which shows the net surface used with the wall surface reinforcement retaining wall material which concerns on embodiment of this invention. FIG. 4 is a plan view (a) and a front view (b) showing a coupler of a wall reinforcing retaining wall material according to an embodiment of the present invention. FIG. 5 is a perspective view showing a wall surface reinforcing retaining wall material and its connector according to the embodiment of the present invention, and FIG. 6 is a connection illustrating the connection of the wall surface reinforcing retaining wall material according to the embodiment of the present invention by the connector. It is an initial figure (a), a figure (b) at the time of connection rotation, and a figure (c) of a locked state. FIG. 7 illustrates a wall-reinforcement retaining wall connector according to an embodiment of the present invention, and illustrates an early connection stage for explaining the mutual connection between the upper riser net and the lower riser net. It is a figure (a) at the time of a coupling | rotation rotation, and the figure (c) of a latching state. FIG. 8: is the top view (a) and front view (b) which show the modification of the connector of the wall surface reinforcement retaining wall material which concerns on embodiment of this invention. And FIG. 9 is sectional drawing which shows the construction state of the wall surface reinforcement retaining wall material which concerns on embodiment of this invention.

図において、下面網部10は、複数層に盛土を積載する面を、網面として形成した部分である。また、下面網部10との間の角度を90度よりも角度の小さい鋭角θとした面として立ち上げ、盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部20は、下面網部10と連続して形成した網を折曲することによって形成している。下面網部10と立ち上げ網部20との角度θは、施工する法面の角度θによって決定される角度であり、通常では90度以下の80度乃至60度程度の範囲が選択される。しかし、補強箇所の状況によって同一法面の補強箇所でも、位置によっては80度としたり、60度としたり、特に、立ち上げ網部20は部分的に湾曲させたりする場合がある。したがって、下面網部10と立ち上げ網部20との角度は、通常ではθ=90度以下であり、θ=30度以上の形態として使用され、それらの幅も50cmから200cmの範囲内として使用され、通常は、金属網の規格に基づき設定される。なお、下面網部10には、合成樹脂等で形成した網目状地盤補強部材70が下面網部10に連結して使用される。  In the figure, the lower surface mesh portion 10 is a portion where a surface on which embankments are stacked in a plurality of layers is formed as a mesh surface. Further, the rising net portion 20 is formed as a surface having an angle between the lower surface net portion 10 and an acute angle θ smaller than 90 degrees, and a net surface that prevents the embankment from spilling out. It is formed by bending a net formed continuously with the lower surface net part 10. The angle θ between the lower surface mesh portion 10 and the rising mesh portion 20 is an angle determined by the angle θ of the slope to be constructed, and a range of about 80 degrees to 60 degrees that is 90 degrees or less is usually selected. However, depending on the situation of the reinforcing part, even the reinforcing part on the same slope may be 80 degrees or 60 degrees depending on the position, and in particular, the rising net 20 may be partially curved. Therefore, the angle between the bottom mesh portion 10 and the rising mesh portion 20 is usually θ = 90 degrees or less and is used as a form of θ = 30 degrees or more, and their width is also used within a range of 50 cm to 200 cm. Usually, it is set based on the standard of the metal net. Note that a mesh ground reinforcing member 70 formed of synthetic resin or the like is connected to the lower surface mesh portion 10 and used for the lower surface mesh portion 10.

本実施の形態の下面網部10と立ち上げ網部20との角度は、一枚ものの網を折曲して形成したものであるが、本発明を実施する場合には、下面網部10と立ち上げ網部20とを切断した網として使用することもできる。この場合にも、本実施の形態の連結具40を使用することができる。勿論、他の接続手段の使用が可能であり、また、通常、一枚ものの網を折曲して形成されるものであるから、その説明を省略する。
網としては、溶接金網、平織金網、菱形金網、亀甲金網等を使用することができ、図3に示すエキスパンドメタル1は機械的強度が高く、安定した形態を維持しやすい。菱形金網2、亀甲金網3を使用すると柔軟性が高く、法面の形状によって適宜選択することができる。
In the present embodiment, the angle between the bottom mesh portion 10 and the rising mesh portion 20 is formed by bending a single net. However, when the present invention is carried out, It is also possible to use the rising net portion 20 as a cut net. Also in this case, the connector 40 of the present embodiment can be used. Of course, other connection means can be used, and since it is usually formed by bending a single net, its description is omitted.
As the mesh, a welded wire mesh, plain woven wire mesh, rhombus wire mesh, turtle shell wire mesh or the like can be used, and the expanded metal 1 shown in FIG. 3 has high mechanical strength and can easily maintain a stable form. When the rhombus wire mesh 2 and the turtle shell wire mesh 3 are used, the flexibility is high, and it can be appropriately selected depending on the shape of the slope.

因みに、図3(a)に示すエキスパンドメタル1の網桟材の断面は約5mm□(角)で、その菱形の開口は縦方向Lyが約150mm、横方向Lxが約50mmである。図3(b)に示す菱形金網2は線径が約4mmで菱形の開口は、縦方向Lyが約80mm、横方向Lxが約160mmである。また、図3(c)に示す亀甲金網3は線径が約4mm、その開口は縦方向Lyが約80mm、横方向Lxが約40mmである。
ここで、網を形成する線径、その網目の開口は、必要強度等に応じて網の商品規格に従って、任意に変更できる。また、開口の縦方向、横方向の長さも任意に設定できる。
Incidentally, the cross-section of the expanded metal 1 shown in FIG. 3A has a cross section of about 5 mm □ (square), and the rhombus opening has a vertical direction Ly of about 150 mm and a horizontal direction Lx of about 50 mm. The rhombus metal mesh 2 shown in FIG. 3B has a wire diameter of about 4 mm, and the rhombus opening has a vertical direction Ly of about 80 mm and a horizontal direction Lx of about 160 mm. 3C has a wire diameter of about 4 mm, and its opening has a vertical direction Ly of about 80 mm and a horizontal direction Lx of about 40 mm.
Here, the wire diameter forming the mesh and the opening of the mesh can be arbitrarily changed according to the product standard of the mesh according to the required strength and the like. Moreover, the length of the opening in the vertical direction and the horizontal direction can be arbitrarily set.

また、網としての網目の開口を形成する網桟の断面は、柔軟性や経済性から通常約8mm角または直径約8mm以下、好ましくは直径約5mm角以下、約1.5mm角以上であり、その網目は、耐久性や土砂のこぼれ落ち、植栽の面から約120mm以下とすることがよい。材質的には、塩化ビニル被覆鉄線、亜鉛メッキ鉄線、着色塗装亜鉛メッキ鉄線、溶融アルミニウムメッキ鉄線、亜鉛アルミニウム合金メッキ鉄線、高強度PVC被覆特殊鉄線があり、必要に応じて選択される。本実施の形態では溶融アルミニウムメッキのエキスパンドメタル1を使用している。なお、土砂のこぼれ落ちについては、図示では省略しているが、芝等の種を入れた植生シートが使用され、網目が直接土砂のこぼれを防止するものではない。  Further, the cross section of the mesh cross forming the mesh opening as a mesh is usually about 8 mm square or about 8 mm or less in diameter, preferably about 5 mm square or less, preferably about 1.5 mm square or more from the viewpoint of flexibility and economy. The mesh is preferably about 120 mm or less from the aspect of durability, spillage of earth and sand, and planting. Materials include vinyl chloride coated iron wire, galvanized iron wire, colored painted galvanized iron wire, molten aluminum plated iron wire, zinc aluminum alloy plated iron wire, and high strength PVC coated special iron wire, which are selected as necessary. In the present embodiment, an expanded metal 1 made of molten aluminum plating is used. Although spillage of earth and sand is omitted in the figure, a vegetation sheet containing seeds such as turf is used, and the mesh does not directly prevent spillage of earth and sand.

このように、網としては、エキスパンドメタル1、菱形金網2、亀甲金網3、溶接金網、平織金網等が使用でき、特に、線材の交差部分を複数回ねじり合わせた菱形金網2、亀甲金網3としてもよい。但し、菱形金網2、亀甲金網3は、線材の交差部分がねじり合わせ状に接続されているので、線材の交差部分が容易に変形でき柔軟性があるので、本発明を実施する場合には、柔軟性をできるだけださない構造とする必要がある。  Thus, as the mesh, expanded metal 1, rhombus wire mesh 2, turtle shell wire mesh 3, welded wire mesh, plain weave wire mesh, etc. can be used, and in particular, as diamond wire mesh 2 and tortoise shell wire mesh 3 in which the intersecting portions of the wire rods are twisted several times. Also good. However, the rhombus wire mesh 2 and the turtle shell wire mesh 3 are connected in a twisted manner so that the intersecting portions of the wire rods can be easily deformed and flexible, so when implementing the present invention, The structure should be as flexible as possible.

本実施の形態としての下面網部10と立ち上げ網部20との角度の維持は、図2に示すように、フック金具30に委ねられている。フック金具30は両端がU(J)字状に湾曲形成されており、U(J)字状の端部が下面網部10と立ち上げ網部20の網桟に接続されている。このフック金具30は、図9に示すように、下面網部10と立ち上げ網部20との角度内に土砂50を入れると立ち上げ網部20の角度が直角方向に回動する傾向にある。したがって、フック金具30は両端がU(J)字状に湾曲形成されており、両端でその角度の広がりを防止することができる。
このフック金具30は下面網部10と立ち上げ網部20との横方向に対して、50〜200cmの間隔毎に1本配設している。
The maintenance of the angle between the lower surface net 10 and the rising net 20 as the present embodiment is left to the hook metal fitting 30 as shown in FIG. Both ends of the hook metal fitting 30 are formed in a U (J) shape, and the U (J) shape end portions are connected to the lower surface net portion 10 and the net of the rising net portion 20. As shown in FIG. 9, when the earth and sand 50 is inserted into the hook metal fitting 30 within the angle between the lower surface mesh portion 10 and the rising net portion 20, the angle of the rising net portion 20 tends to rotate in a right angle direction. . Therefore, both ends of the hook metal fitting 30 are curved in a U (J) shape, and the angle can be prevented from spreading at both ends.
One hook metal fitting 30 is arranged at intervals of 50 to 200 cm with respect to the lateral direction of the lower surface net 10 and the rising net 20.

下面網部10と立ち上げ網部20との角度の維持はフック金具30で行われ、側面から見ると、三角形を呈するので、機械的強度の高い形状保持が可能となる。このように、形状が保持された下面網部10と立ち上げ網部20及びフック金具30によって形成された金属製の壁面補強擁壁材は、下面網部10と立ち上げ網部20の横方向に連結延長することによって立ち上げ網部20の高さの所定の幅の法面を形成することができる。
また、立ち上げ網部20の高さ方向には、立ち上げ網部20の端部と、下面網部10と立ち上げ網部20との折曲部とを接続することにより、所定の高さとすることができる。
The angle between the bottom mesh portion 10 and the rising mesh portion 20 is maintained by the hook fitting 30. When viewed from the side, the triangle shape is formed, so that a shape with high mechanical strength can be maintained. As described above, the metal wall reinforcing retaining wall material formed by the lower surface mesh portion 10, the rising mesh portion 20, and the hook metal fitting 30, whose shape is maintained, is in the lateral direction of the lower surface mesh portion 10 and the rising mesh portion 20. By connecting and extending, the slope of a predetermined width of the height of the rising net portion 20 can be formed.
Further, in the height direction of the rising net portion 20, an end portion of the rising net portion 20 and a bent portion of the lower net portion 10 and the rising net portion 20 are connected to each other to have a predetermined height. can do.

次に、立ち上げ網部20の横方向の接続、下面網部10の横方向の接続、立ち上げ網部20の縦方向の接続について、図4乃至図7を用いて説明する。
全体が弾性体の線材で形成された連結具40は、直線状の本体部41、略α状に巻回した1ターン以上の巻回状態が維持される一端部に形成された巻回保持部43、その巻回保持部43から連続形成し、その他端部が網面、例えば、エキスパンドメタル1の網桟dに弾性係合するように形成された係止部42を有している。
Next, the horizontal connection of the rising net 20, the horizontal connection of the bottom net 10, and the vertical connection of the rising net 20 will be described with reference to FIGS. 4 to 7.
The coupling tool 40, which is formed entirely of an elastic wire, has a linear main body 41 and a winding holding portion formed at one end where a winding state of one turn or more wound in a substantially α shape is maintained. 43, and a locking portion 42 formed continuously from the winding holding portion 43 and having the other end elastically engaged with a mesh surface, for example, a mesh cross d of the expanded metal 1.

全体が弾性体の線材で形成された連結具40は、本実施の形態では断面略円形の丸線材を使用しているが、本発明を実施する場合には、断面略正方形の角線材、断面略長方形の平線材とすることもできる。前記巻回保持部43と係止部42の形成方法によっては、これら角線材、平線材の方が取付け安定性のよい場合がある。
巻回保持部43は、図4に示すように、その直径が下面網部10の端部相互間及び/または立ち上げ網部20の端部相互間の端部の網桟a及び網桟bを重ね合わせた状態でガタツキが若干存在する程度の直径Rに設定される。即ち、下面網部10の端部相互間、立ち上げ網部20の端部相互間の網桟a及び網桟bの断面積の対角線をその内径以下とするものである。
In the present embodiment, the connecting tool 40 formed entirely of an elastic wire uses a round wire having a substantially circular cross section. However, when the present invention is implemented, a square wire having a substantially square cross section, a cross section is used. It can also be a substantially rectangular flat wire. Depending on the method of forming the winding holding part 43 and the locking part 42, the square wire and the flat wire may have better mounting stability.
As shown in FIG. 4, the winding holding portion 43 has a diameter between the ends of the bottom mesh portion 10 and / or between the ends of the rising mesh portion 20. The diameter R is set such that there is a slight backlash in the state where the two are overlaid. That is, the diagonal lines of the cross-sectional areas of the crosspieces a and b between the ends of the lower face net 10 and between the ends of the rising net 20 are set to be equal to or less than the inner diameter thereof.

また、巻回保持部43の略α状に巻回したピッチPは、下面網部10の端部相互間及び/または立ち上げ網部20の端部相互間の幅またはそれよりも若干狭く設定される。したがって、下面網部10の端部相互間及び/または立ち上げ網部20の端部相互間にピッチPを宛がい、外力を加えると、下面網部10の端部相互間、立ち上げ網部20の端部相互間に挿入されることとなる。  Further, the pitch P of the winding holding portion 43 wound in a substantially α shape is set to be slightly narrower than the width between the end portions of the lower surface net portion 10 and / or between the end portions of the rising net portion 20. Is done. Therefore, when an external force is applied between the ends of the lower surface mesh portion 10 and / or between the ends of the raised mesh portion 20 and an external force is applied, the rising mesh portions It will be inserted between the 20 ends.

そして、係止部42は巻回保持部43から直線状の本体部41を経て連続形成し、その他端部が網面の網桟Cに弾性係合するように形成されている。即ち、係止部42が直線であると、網桟に接触した状態で振動を与えると移動することになる。そこで、本実施の形態では、クランク状に折曲し、移動止めとして機能させている。また、本実施の形態では、係止部42がクランク状に折曲したものであるが、本発明を実施する場合には、係止部42をコ字状とし、網面の網桟がその間に入り込むようにすることも、そして、L字状として形成することもできる。いずれにせよ、係止部42は網面の網桟に弾性係合するように形成されておればよい。  And the latching | locking part 42 is continuously formed through the linear main-body part 41 from the winding holding | maintenance part 43, and the other edge part is formed so that it may elastically engage with the mesh | crosspiece C of a mesh surface. That is, if the locking portion 42 is a straight line, it moves when it is vibrated while in contact with the net. Therefore, in the present embodiment, it is bent into a crank shape and functions as a detent. In the present embodiment, the locking portion 42 is bent in a crank shape. However, when the present invention is implemented, the locking portion 42 is formed in a U shape, and the mesh bar on the mesh surface is interposed therebetween. It can be made to enter, and can also be formed as an L-shape. In any case, the locking portion 42 may be formed so as to be elastically engaged with the mesh bar on the mesh surface.

次に、壁面補強擁壁材の連結具40の使用方法について説明する。
図6のように、下面網部10の端部相互間、立ち上げ網部20の端部相互間の最外郭の網の網桟aと反対側の最外郭の網の網桟bに対して互いに当接させ、最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間にピッチPを宛がい、外力を加え、下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間に挿入されることとなる。
Next, the usage method of the connection tool 40 of a wall surface reinforcement retaining wall material is demonstrated.
As shown in FIG. 6, the outermost mesh nets b on the opposite side to the outermost mesh nets a between the ends of the lower surface mesh part 10 and between the ends of the rising net part 20. A pitch P is applied between the ends of the outermost mesh nets b and the outermost mesh nets b opposite to each other, and an external force is applied to the outermost mesh nets a. Between the ends of the outermost mesh nets b on the opposite side of the mesh nets a, between the ends of the outermost mesh nets b on the rising net 20, It will be inserted between the end parts which consist of.

この直線状の本体部41を下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間を巻回保持部43が保持し、その保持された平面に対して略90度に立っていた直線状の本体部41を当該平面方向に倒し、そして、当該平面に沿って90度以上ピッチPの弾性に抗して回動させる。連結具40は3次元空間を回動することになる。即ち、最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間を巻回保持部43の1ターン以上の巻回状態に巻き込み、その状態で更に直線状の本体部41の弾性領域内とし、その直線状の本体部41が他の網桟、同一網目の隣接する網桟cに本体部41が当接した状態で、湾曲させ、湾曲させた状態で、係止部42を隣接する網面の網桟dに弾性係合させる。  The straight main body 41 is connected between the ends of the outermost mesh nets b opposite to the outermost mesh nets a on the opposite side of the lower net 10 and the outermost nets of the rising nets 20. The winding holding part 43 holds between the ends of the nets b of the outermost mesh on the opposite side of the nets a, and is a straight line that stands substantially 90 degrees with respect to the held plane. The main body 41 is tilted in the plane direction, and is rotated against the elasticity of the pitch P by 90 degrees or more along the plane. The connector 40 rotates in the three-dimensional space. That is, between the ends of the outermost mesh nets b on the opposite side of the outermost mesh nets a is wound into the winding state of the winding holding part 43 for one turn or more, and in this state, the straight line is further straightened. In the elastic region of the main body 41, and the straight main body 41 is curved and curved in a state where the main body 41 is in contact with another mesh bar and an adjacent net c of the same mesh. Thus, the engaging portion 42 is elastically engaged with the mesh bar d on the adjacent mesh surface.

この状態では、本体部41が下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間の作る面に沿って、連結具40が巻回保持部43と係止部42との間の網桟cで弾接され、湾曲した変位となり、弾接結合し、連結具40が下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間を一体に接続する。  In this state, the main body 41 is located between the ends of the outermost mesh nets b on the opposite side of the outermost mesh nets a of the lower surface net 10 and the outermost nets of the rising nets 20. The connecting tool 40 is connected between the winding holding portion 43 and the locking portion 42 along the surface formed between the ends of the outermost mesh net b on the opposite side of the net cross a. Between the ends of the bottom mesh portion 10 formed by the outermost mesh nets b and the outermost mesh nets b on the opposite side. The end portions of the outermost mesh nets b on the opposite side to the outermost mesh nets b of the rising net 20 are integrally connected.

このように連結具40を複数使用し、下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間を接続すれば、下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bとの接続により、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bとの接続により、下面網部10相互間が平面的に接続され、また、立ち上げ網部20相互間が平面的に接続され、下面網部10及び立ち上げ網部20の横方向の接続が完了する。  In this way, a plurality of connecting devices 40 are used, and the outermost net mesh bar b on the opposite side to the outermost net mesh bar b on the opposite side of the bottom net part 10 is connected between the ends of the rising net part 20. If the ends of the outermost mesh nets b on the opposite side of the outer mesh nets a are connected to each other, the outermost nets on the opposite side of the outermost nets of the lower surface net part 10 are connected. Due to the connection with the mesh pier b of the net, the connection between the outermost mesh pedestal b on the opposite side and the outermost mesh pedestal b on the opposite side of the rising net 20 is planar. In addition, the rising net portions 20 are connected in a planar manner, and the lateral connection of the lower surface net portion 10 and the rising net portion 20 is completed.

更に、上側の立ち上げ網部20’と下側の立ち上げ網部20の間は、図2及び図7に示すように、例えば、下側の立ち上げ網部20の内側に上側の積載した立ち上げ網部20’を配置し、上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟が、網目の4辺の網桟が合致するように接触させ、下側の立ち上げ網部20の網の網桟と上側の立ち上げ網部20’の網の網桟を互いに当接させ、網の網桟相互間に巻回保持部43のピッチPの開口を宛がい、外力を加え、上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟相互間に挿入される。  Further, between the upper rising net portion 20 ′ and the lower rising net portion 20, as shown in FIG. 2 and FIG. 7, for example, the upper loading net portion 20 is loaded inside the lower rising net portion 20. The rising net portion 20 'is disposed, and the upper rising net portion 20' and the lower rising net portion 20 are brought into contact with each other so that the four side nets of the mesh coincide with each other. The nets of the net of the rising net 20 and the nets of the upper net 20 'are brought into contact with each other, and the opening of the winding holding portion 43 with a pitch P is assigned between the nets of the net. Then, an external force is applied, and the upper rising net portion 20 ′ and the lower rising net portion 20 are inserted between the nets.

この直線状の本体部41を上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟相互間を巻回保持部43が上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟gを保持し、その保持された上側の立ち上げ網部20’と下側の立ち上げ網部20の面に対して略90度以下に立っていた直線状の本体部41を当該平面方向に倒し、そして、当該平面に沿って90度以上弾性に抗して回動させる。連結具40は3次元空間を回動することになる。即ち、上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟相互間を巻回保持部43の1ターン以上の巻回状態に巻き込み、その状態で更に直線状の本体部41の弾性領域内とし、その直線状の本体部41が対向する網桟hに本体部41が当接した状態で、湾曲させ、湾曲させた状態で、係止部42を網桟iに弾性係合させる。  This linear main body 41 has a winding holding part 43 between the upper rising net 20 'and the lower rising net 20' and the lower rising net 20 'between the upper rising net 20' and the lower rising net 20. A linear main body that holds the net g of the raised net portion 20 and stands at approximately 90 degrees or less with respect to the surfaces of the upper raised net portion 20 ′ and the lower raised net portion 20 that are held. The part 41 is tilted in the plane direction, and rotated against the elasticity by 90 degrees or more along the plane. The connector 40 rotates in the three-dimensional space. That is, between the nets of the upper rising net portion 20 ′ and the lower rising net portion 20 is wound into a winding state of one turn or more of the winding holding portion 43, and in this state, a further linear main body portion 41, and in a state where the main body part 41 is in contact with the net h facing the linear main body 41, the locking part 42 is elastically elastic to the net i. Engage.

このようにして、本実施の形態の連結具40は、この直線状の本体部41を下面網部10の網桟gからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟相互間を接続し、一体化することができる。
そして、図9に示すように、下面網部10と立ち上げ網部20との角度内に土砂50を入れ、フック金具30は両端でその角度の広がりを防止することができ、擁壁とすることができる。なお、図9において、植物80は図示しない植生シート等から発芽した芝等を示すものである。
In this way, in the connector 40 of the present embodiment, the linear main body 41 is connected between the ends of the bottom mesh portion 10 made of the mesh g, and the outermost mesh of the rising mesh portion 20. The ends of the outermost mesh nets b on the opposite side of the cross a are connected to each other, and the nets of the upper rising net 20 'and the lower rising net 20 are connected and integrated. be able to.
And as shown in FIG. 9, earth and sand 50 is put in the angle of the lower surface net | network part 10 and the raising net | network part 20, and the hook metal fitting 30 can prevent the breadth of the angle at both ends, and makes it a retaining wall. be able to. In addition, in FIG. 9, the plant 80 shows the grass etc. which germinated from the vegetation sheet | seat etc. which are not shown in figure.

しかし、本実施の形態の連結具40は、網、例えば、エキスパンドメタル1の網桟材の開口は縦方向Ly、横方向Lxが特定の関係にあるときには、この直線状の本体部41を下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間と、上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟g相互間との接続を単一の連結具40ではできないことがある。  However, the connecting tool 40 of the present embodiment is such that when the opening of the net, for example, the crosspiece of the expanded metal 1 has a specific relationship between the vertical direction Ly and the horizontal direction Lx, the linear main body 41 is provided on the bottom surface. Between the ends of the outermost mesh nets b on the opposite side of the outermost net of the net 10 and between the ends of the nets b of the outermost net on the opposite side of the net 10 A single connector 40 cannot connect the ends of the outer mesh nets b to each other and between the upper nets 20 ′ and the lower nets 20 of the lower net 20. Sometimes.

この場合には、直線状の本体部41を下面網部10の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間、立ち上げ網部20の最外郭の網の網桟aと反対側の最外郭の網の網桟bからなる端部相互間を接続する連結具40と、上側の立ち上げ網部20’と下側の立ち上げ網部20の網桟相互間との接続を行う連結具40の本体部41の長さの違うものを形成する必要がある場合もある。
また、図8に示すように、係止部42の係止構造のみならず、係止端部42aとして、網桟と係合できる構造を設け、巻回保持部43の端部にも係止構造を係止端部43aとして設けると、取付け安定性を増すことができる。
In this case, the straight main body 41 is connected between the ends of the outermost mesh nets b opposite to the outermost mesh nets a on the opposite side of the bottom net 10 and between the rising nets 20. A coupling tool 40 for connecting the ends of the outermost mesh nets b opposite to the outermost mesh nets a, the upper rising net 20 'and the lower rising net In some cases, it is necessary to form the main body portion 41 of the coupler 40 that connects the 20 mesh bars with different lengths.
Further, as shown in FIG. 8, not only the locking structure of the locking portion 42 but also the locking end portion 42 a is provided with a structure that can be engaged with the mesh bar, and the locking holding portion 43 is also locked to the end portion. When the structure is provided as the locking end 43a, the mounting stability can be increased.

本実施の形態の壁面補強擁壁材は、複数層に盛土を積載する網面を形成してなる下面網部10と、下面網部10との間を鋭角θの面として立ち上げ、盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部20と、下面網部10の端部相互間及び立ち上げ網部の端部相互間を連結する連結具40とを具備し、その連結具40は、下面網部10の端部相互間及び立ち上げ網部20の端部相互間を重ね合わせた状態で1ターン以上の巻回状態が維持される一端部に形成された巻回保持部43及び巻回保持部43から連続形成し、その他端部が網面の網桟に弾性係合するように形成された係止部42を有し、全体が弾性体で形成されたものである。  The wall-reinforcing retaining wall material of the present embodiment is a surface with an acute angle θ between the lower surface mesh portion 10 formed by forming a mesh surface on which embankments are stacked in multiple layers and the lower surface mesh portion 10. A rising net portion 20 that forms a mesh surface that prevents spillage, and a connecting device 40 that connects between the ends of the lower surface net portion 10 and between the ends of the rising net portion, The connecting tool 40 is formed at one end where a winding state of one turn or more is maintained in a state where the ends of the bottom mesh 10 and the ends of the rising mesh 20 are overlapped. The lock holding part 43 is formed continuously from the winding holding part 43 and the winding holding part 43, and the other end part has a locking part 42 formed so as to be elastically engaged with the net of the mesh surface, and the whole is formed of an elastic body. Is.

したがって、連結具40の巻回保持部43によって1ターン以上の巻回状態のピッチP間に、下面網部10の端部相互間及び立ち上げ網部20の端部相互間を挿入し、それを略90度回動し、網面の網桟に係止部42を弾性係合することができる。そして、連結具40を解除する場合には、係止部42の弾性係合を解き、それを略90度回動し、巻回保持部43のピッチP間から下面網部10の端部相互間及び立ち上げ網部20の端部相互間を離すことができる。また、下面網部10の端部相互間及び立ち上げ網部20の端部相互間のガタツキが、巻回保持部43の1ターンの巻回径内に限られるから、下面網部10及び立ち上げ網部20の直線性が出しやすい。
よって、下面網部10の端部相互間及び立ち上げ網部20の端部相互間の連結の作業性及び作業効率を良くし、かつ、その施工の際に下面網部10及び立ち上げ網部20の直線性を出しやすくしたものである。
Accordingly, between the ends of the bottom mesh 10 and between the ends of the rising mesh 20 are inserted between the pitches P in the winding state of one turn or more by the winding holding portion 43 of the connector 40, Can be elastically engaged with the mesh bar on the mesh surface. And when releasing the connection tool 40, the elastic engagement of the locking part 42 is released, it is rotated approximately 90 degrees, and the end parts of the lower surface mesh part 10 are mutually connected from the pitch P of the winding holding part 43. And the ends of the rising net 20 can be separated from each other. Further, the backlash between the end portions of the lower surface mesh portion 10 and between the end portions of the rising net portion 20 is limited to within the winding diameter of one turn of the winding holding portion 43. The straightness of the raised net portion 20 is easily obtained.
Therefore, the workability and work efficiency of the connection between the end portions of the lower surface net portion 10 and between the end portions of the rising net portion 20 are improved, and the lower surface net portion 10 and the rising net portion are provided during the construction. 20 linearity is easily obtained.

また、本実施の形態の壁面補強擁壁材の連結具40は、複数層に盛土を積載する面を、網面を形成してなる下面網部10の端部相互間、下面網部10との間を鋭角θの面として立ち上げ、盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部20の端部相互間とを、下面網部10の端部相互間及び立ち上げ網部20の端部相互間が重ね合わせられた状態で、連結具40の巻回保持部43によって1ターン以上の巻回状態で下面網部10の端部相互間または立ち上げ網部20の端部相互間を拘束し、更に、巻回保持部43が移動しないように、網面の網桟に係止部42を弾性係合したものである。  In addition, the wall reinforcement reinforced wall connector 40 according to the present embodiment has a surface on which the embankment is loaded in a plurality of layers, between the ends of the lower surface mesh portion 10 formed with a mesh surface, and the lower surface mesh portion 10 and Between the edges of the bottom mesh 10 and between the edges of the bottom mesh 10 and between the edges of the bottom mesh 10. In a state where the ends of the raised mesh portion 20 are overlapped with each other, the winding holding portion 43 of the connector 40 is wound between the ends of the lower surface mesh portion 10 or the raised mesh portion 20 in a wound state by one turn or more. The engaging portions 42 are elastically engaged with the mesh bars on the mesh surface so that the ends are constrained and the winding holding portion 43 does not move.

したがって、連結具40の巻回保持部43によって1ターン以上の巻回状態のピッチP間に、下面網部10の端部相互間及び立ち上げ網部20の端部相互間を挿入し、それを略90度回動し、網面の網桟に係止部42を弾性係合することができる。そして、連結具40を解除する場合には、係止部42の弾性係合を解き、それを略90度回動し、巻回保持部43のピッチP間から下面網部10の端部相互間及び立ち上げ網部20の端部相互間を離すことができる。また、下面網部10の端部相互間及び立ち上げ網部20の端部相互間のガタツキが、巻回保持部43の1ターンの巻回径内に限られるから、下面網部10及び立ち上げ網部20の直線性が出しやすい。
よって、下面網部10の端部相互間及び立ち上げ網部20の端部相互間の連結の作業性及び作業効率を良くし、かつ、その施工の際に下面網部10及び立ち上げ網部20の直線性を出しやすくしたものである。
Accordingly, between the ends of the bottom mesh 10 and between the ends of the rising mesh 20 are inserted between the pitches P in the winding state of one turn or more by the winding holding portion 43 of the connector 40, Can be elastically engaged with the mesh bar on the mesh surface. And when releasing the connection tool 40, the elastic engagement of the locking part 42 is released, it is rotated approximately 90 degrees, and the end parts of the lower surface mesh part 10 are mutually connected from the pitch P of the winding holding part 43. And the ends of the rising net 20 can be separated from each other. Further, the backlash between the end portions of the lower surface mesh portion 10 and between the end portions of the rising net portion 20 is limited to within the winding diameter of one turn of the winding holding portion 43. The straightness of the raised net portion 20 is easily obtained.
Therefore, the workability and work efficiency of the connection between the end portions of the lower surface net portion 10 and between the end portions of the rising net portion 20 are improved, and the lower surface net portion 10 and the rising net portion are provided during the construction. 20 linearity is easily obtained.

このように、上記実施の形態の壁面補強擁壁材は、複数層に盛土を積載する網面を形成してなる下面網部10と、下面網部10との間を鋭角θの面として立ち上げ、盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部20と、下面網部10の端部相互間及び立ち上げ網部20の端部相互間を連結する連結具40からなるものである。また、下面網部10は、複数層に盛土を積載する網面であり、立ち上げ網部20は盛土がこぼれだすのを防止する網面である。  As described above, the wall reinforcing retaining wall material according to the above-described embodiment stands as a surface having an acute angle θ between the lower surface mesh portion 10 formed with the mesh surface on which the embankment is loaded in a plurality of layers and the lower surface mesh portion 10. And a connecting tool 40 for connecting the rising net portion 20 formed by forming a mesh surface to prevent the embankment from spilling, and between the end portions of the lower surface net portion 10 and between the end portions of the rising net portion 20. It consists of Moreover, the lower surface net | network part 10 is a net surface which loads embankment in several layers, and the raising net | network part 20 is a net surface which prevents embankment from spilling out.

そして、連結具40は、複数層に盛土を積載する面を、網面を形成してなる下面網部10の端部相互間、下面網部10との間を鋭角の面として立ち上げ、盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部20の端部相互間とを連結するものであり、詳しくは、全体が弾性体で形成された巻回保持部43と係止部42を有し、巻回保持部43は、下面網部10の端部相互間及び立ち上げ網部20の端部相互間を重ね合わせた状態で1ターン以上の巻回状態が維持される端部であり、また、係止部42は、巻回保持部43から連続形成し、その他端部が前記網面の網桟に弾性係合するように形成されたものである。  And the connection tool 40 raises the surface which piles up embankment in a plurality of layers as an acute angle surface between the edge parts of the lower surface net | network part 10 which forms a mesh surface, and between the lower surface net | network parts 10, and embankment It connects between the ends of the rising net portion 20 formed with a mesh surface that prevents spillage, and more specifically, it is associated with the winding holding portion 43 formed entirely of an elastic body. The winding holding portion 43 has a stop portion 42, and the winding state of one turn or more is maintained in a state where the ends of the lower surface net 10 and the ends of the rising net 20 are overlapped. The locking portion 42 is formed continuously from the winding holding portion 43, and the other end is formed so as to be elastically engaged with the mesh bar on the mesh surface.

また、上記実施の形態の壁面補強擁壁材の連結具40は、複数層に盛土を積載する面を、網面を形成してなる下面網部10の端部相互間、下面網部10との間を鋭角θの面として立ち上げ、盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部の端部相互間とを連結する連結具40は、下面網部10の端部相互間及び立ち上げ網部20の端部相互間を重ね合わせた状態で1ターン以上の巻回状態が維持される一端部に形成された巻回保持部43及び巻回保持部43から連続形成し、その他端部が網面の網桟に弾性係合するように形成された係止部42を有し、全体が弾性体で形成されたものである。  Further, the wall reinforcing reinforcing wall connector 40 according to the above-described embodiment has a surface on which the embankment is stacked in a plurality of layers, between the ends of the lower surface mesh portion 10 formed with a mesh surface, and the lower surface mesh portion 10 and The connecting tool 40 for connecting the ends of the rising net portion formed as a plane having an acute angle θ and forming a net surface to prevent the embankment from spilling is provided at the end of the lower surface net portion 10. Continuously from the winding holding part 43 and the winding holding part 43 formed at one end where the winding state of one turn or more is maintained in a state where the ends of the rising net part 20 are overlapped with each other. The other end portion has a locking portion 42 formed so as to be elastically engaged with the mesh bar of the mesh surface, and the whole is formed of an elastic body.

ここで、下面網部10は、複数層に盛土を積載する盛土を受ける面で、網面で形成されたものである。網としては、エキスパンドメタル1、菱形金網2、亀甲金網3、溶接金網、平織金網等の使用が可能である。また、立ち上げ網部20は、下面網部10との間を鋭角の面として立ち上げ、盛土がこぼれだすのを防止する網面、即ち、擁壁面を形成する網面からなり、その態様としては、下面網部10と立ち上げ網部20は一体に形成されているものを折曲したものでもよいし、別々に形成し、それを接続したものでもよい。通常、下面網部10と立ち上げ網部20の接合している角度θは、90度以下であり鋭角となっている。  Here, the lower surface net | network part 10 is a surface which receives the embankment which loads embankment in several layers, and is formed in the mesh surface. As the net, it is possible to use expanded metal 1, rhombus metal net 2, turtle shell metal net 3, welded metal net, plain weave metal net, or the like. In addition, the rising net portion 20 is formed as a sharp surface between the lower surface net portion 10 and prevents the embankment from spilling out, that is, a net surface forming a retaining wall surface. The bottom mesh portion 10 and the rising mesh portion 20 may be formed by bending what is integrally formed, or may be formed separately and connected. Usually, the angle θ at which the lower surface net 10 and the rising net 20 are joined is 90 degrees or less, which is an acute angle.

特に、連結具40は、複数層に盛土を積載する面を、網面を形成してなる下面網部10の端部相互間、下面網部10との間を鋭角θの面として立ち上げ、前記盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部20の端部相互間とを連結するものであり、更に詳しくは、全体が弾性体で形成された巻回保持部43と係止部42を有し、巻回保持部43は、下面網部10の端部相互間及び立ち上げ網部20の端部相互間を重ね合わせた状態で1ターン以上の巻回状態が維持される端部であり、また、係止部42は、巻回保持部43から連続形成し、その他端部が網面の網桟に弾性係合するように形成されたものである。  In particular, the connecting tool 40 has a surface on which the embankment is stacked in a plurality of layers, is raised between the ends of the lower surface mesh portion 10 formed with a mesh surface, and between the lower surface mesh portion 10 as an acute angle θ surface, It connects between the ends of the rising net part 20 formed by forming a net surface to prevent the embankment from spilling out, and more specifically, a winding holding part formed entirely of an elastic body. 43 and a locking portion 42, and the winding holding portion 43 is in a winding state of one turn or more in a state where the end portions of the lower surface net portion 10 and the end portions of the rising net portion 20 are overlapped. The locking portion 42 is formed continuously from the winding holding portion 43, and the other end portion is formed so as to be elastically engaged with the mesh bar on the mesh surface.

そして、本実施の形態の壁面補強擁壁材または壁面補強擁壁材の連結具40は、連結具40の1ターン以上の巻回状態が維持される一端部に形成された巻回保持部43は、そのピッチPを下面網部10の端部相互間または立ち上げ網部20の端部相互間の略間隔としてなる略α状とし、網面の網桟に弾性係合するように形成された係止部42は略クランク状または略コ字状に折曲させた実施例とすることができる。
したがって、端部相互間の重なりに対して略α状のピッチP間で簡単に嵌め込んで、その角度の違いによって拘束する構造としたこととなり、また、前記網面の網桟に弾性係合するように形成された係止部42は、略クランク状または略コ字状に折曲させることによって、網面の網桟に弾接したとき、外力によって容易に移動しない程度に弾接させることができ、施工現場で組み付け後に移動させても、容易に連結箇所が外れることがない。
The wall reinforcing retaining wall member or the wall reinforcing retaining wall connector 40 of the present embodiment has a winding holding portion 43 formed at one end where the winding state of the connector 40 is maintained for one turn or more. Is formed so as to be elastically engaged with the mesh bars on the mesh surface, with the pitch P being approximately α-shaped as the distance between the ends of the bottom mesh portion 10 or between the ends of the raised mesh portion 20. The engaging portion 42 may be an embodiment that is bent into a substantially crank shape or a substantially U shape.
Accordingly, it is possible to easily fit between the α-shaped pitches P with respect to the overlap between the end portions, and to constrain by the difference in the angle, and to elastically engage the mesh bars on the mesh surface. The engaging portion 42 formed in such a manner is bent in a substantially crank shape or a substantially U shape so as to be elastically contacted by an external force when it is elastically contacted with the net of the mesh surface. Even if it is moved after assembly at the construction site, the connected part will not easily come off.

更に、本実施の形態の前記連結具40の1ターン以上の巻回状態が維持される一端部に形成された略α状の巻回保持部43は、1ターン以上、2ターン以下としたものであるから、巻回保持部43の巻き数が多くなるにしたがって、相互間の結合を堅固なものとすることができ、かつ、その取付け安定性をよくすることができる。
特に、1ターン以上、2ターン以下であれば、巻回保持部43の巻き回数に影響されることなく噛み合せが容易であり、容易に網桟から離脱できなくなる。しかし、2ターン以上の巻回では、網桟を軸に回転させなければならなくなり、作業効率が低下する。
Furthermore, the substantially α-shaped winding holding portion 43 formed at one end where the winding state of the coupling tool 40 of the present embodiment is maintained for one turn or more is set to be 1 turn or more and 2 turns or less. Therefore, as the number of turns of the winding holding portion 43 increases, the coupling between them can be strengthened, and the attachment stability can be improved.
In particular, if it is 1 turn or more and 2 turns or less, it is easy to mesh without being affected by the number of windings of the winding holding part 43, and it cannot be easily detached from the net. However, in winding more than two turns, the net must be rotated around the shaft, and work efficiency is reduced.

なお、略α状の巻回保持部43の連結位置は、上記実施の形態で示した位置に限定されるものではなく、網桟の何れの位置に配設してもよい。結果的に、安定した接続状態が維持できるものであれば良い。  The connection position of the substantially α-shaped winding holding portion 43 is not limited to the position shown in the above embodiment, and may be disposed at any position on the net. As a result, what is necessary is just to be able to maintain a stable connection state.

図1は本発明の実施の形態に係る壁面補強擁壁材の全体の概略構成図である。FIG. 1 is an overall schematic configuration diagram of a wall surface reinforcing retaining wall material according to an embodiment of the present invention. 図2は本発明の実施の形態に係る壁面補強擁壁材の施工状態の要部断面図である。FIG. 2 is a cross-sectional view of a main part in a construction state of the wall surface reinforcing retaining wall material according to the embodiment of the present invention. 図3は本発明の実施の形態に係る壁面補強擁壁材で使用する網面を示す要部構成図である。FIG. 3 is a main part configuration diagram showing a mesh surface used in the wall surface reinforcing retaining wall material according to the embodiment of the present invention. 図4は本発明の実施の形態に係る壁面補強擁壁材の連結具を示す平面図(a)及び正面図(b)である。FIG. 4 is a plan view (a) and a front view (b) showing a coupler of a wall reinforcing retaining wall material according to an embodiment of the present invention. 図5は本発明の実施の形態に係る壁面補強擁壁材とその連結具を示す斜視図である。FIG. 5 is a perspective view showing a wall surface reinforcing retaining wall material and its connector according to the embodiment of the present invention. 図6は本発明の実施の形態に係る壁面補強擁壁材の連結具による連結を説明する連結初期の図(a)及び連結回動時の図(b)及び係止状態の図(c)である。FIG. 6 is a diagram (a) at the initial stage of connection illustrating the connection by the coupler of the wall reinforcing retaining wall material according to the embodiment of the present invention, a diagram (b) when the coupling is rotated, and a diagram (c) in the locked state. It is. 図7は本発明の実施の形態に係る壁面補強擁壁材の連結具を示すものである。FIG. 7 shows a connector for a wall reinforcing retaining wall material according to an embodiment of the present invention. 図8は本発明の実施の形態に係る壁面補強擁壁材の連結具の変形例を示す平面図(a)及び正面図(b)である。FIG. 8: is the top view (a) and front view (b) which show the modification of the connector of the wall surface reinforcement retaining wall material which concerns on embodiment of this invention. 図9は本発明の実施の形態に係る壁面補強擁壁材の施工状態を示す断面図である。FIG. 9 is a cross-sectional view showing a construction state of the wall surface reinforcing retaining wall material according to the embodiment of the present invention. 図10は従来の壁面補強材の連結状態を説明する説明図で、(a)はU字状ボルトの取付け状態を、(b)は座金及びナットの取付け状態を、(c)はU字状ボルト、座金及びナットの取付け状態を示す拡大斜視図である。10A and 10B are explanatory views for explaining the connection state of the conventional wall reinforcing material, in which FIG. 10A is a mounting state of a U-shaped bolt, FIG. 10B is a mounting state of a washer and a nut, and FIG. It is an expansion perspective view which shows the attachment state of a volt | bolt, a washer, and a nut.

10,10’ 下面網部
20,20’ 立ち上げ網部
30,30’ フック金具
40 連結具
41 本体部
42 係止部
43 巻回保持部
a,b,c,d,g,h,i 網桟
10, 10 'lower surface net part 20, 20' rising net part 30, 30 'hook metal fitting 40 connector 41 main body part 42 locking part 43 winding holding part a, b, c, d, g, h, i net Pier

Claims (2)

複数層に盛土を積載する網面を形成してなる下面網部の端部相互間、及び/または前記下面網部との間を鋭角の面として立ち上げ、前記盛土がこぼれだすのを防止する網面を形成してなる立ち上げ網部の端部相互間とを連結する壁面補強擁壁材の連結具において、
前記連結具は、前記下面網部の端部相互間及び/または立ち上げ網部の端部相互間を重ね合わせた状態で1ターン以上の巻回状態が維持される一端部に形成された巻回保持部及び前記巻回保持部から連続形成し、その他端部が前記網面の網桟に弾性係合するように形成された係止部を有し、全体が弾性体で形成され、また、前記巻回保持部は、そのピッチを前記下面網部の端部相互間及び/または立ち上げ網部の端部相互間の略断面積を収容できる1ターン以上、2ターン以下の略α状とし、かつ、先端を略クランク状または略コ字状に折曲させ、そして、前記係止部は、略クランク状または略コ字状に折曲させてなることを特徴とする壁面補強擁壁材の連結具。
It is possible to prevent the embankment from spilling by raising the edges of the lower surface mesh portion formed by forming a mesh surface for loading the embankment in multiple layers and / or between the lower surface mesh portion as an acute angle surface. In the coupler of the wall reinforcing retaining wall material that connects between the ends of the rising net portion formed by forming the mesh surface,
The coupling is formed at one end where a winding state of one turn or more is maintained in a state where the ends of the bottom mesh and / or the ends of the rising mesh are overlapped. continuously formed from round holding portion and the winding holding portion, the other end has a locking portion formed to be elastically engaged to the network crosspiece of the network surface, entirely made of an elastic material, also The winding holding portion has a substantially α shape with a pitch of 1 turn or more and 2 turns or less capable of accommodating a substantially cross-sectional area between ends of the lower surface net part and / or between ends of the rising net part. And a wall-reinforcing retaining wall characterized in that the front end is bent into a substantially crank shape or a substantially U shape, and the locking portion is bent into a substantially crank shape or a substantially U shape. Timber coupler.
前記連結具は、全体を丸線材、角線材、平線材の何れか1つとしたことを特徴とする請求項1に記載の壁面補強擁壁材の連結具。 2. The wall reinforcing retaining wall connector according to claim 1, wherein the connector is entirely made of any one of a round wire, a square wire, and a flat wire.
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