JP3008623U - Frame for forming legal frame - Google Patents

Frame for forming legal frame

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Publication number
JP3008623U
JP3008623U JP1994012180U JP1218094U JP3008623U JP 3008623 U JP3008623 U JP 3008623U JP 1994012180 U JP1994012180 U JP 1994012180U JP 1218094 U JP1218094 U JP 1218094U JP 3008623 U JP3008623 U JP 3008623U
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JP
Japan
Prior art keywords
frame
frame body
holding member
slope
horizontal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP1994012180U
Other languages
Japanese (ja)
Inventor
美津男 谷口
泰良 藤嶋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nisshoku Corp
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Nisshoku Corp
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Publication date
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Priority to JP1994012180U priority Critical patent/JP3008623U/en
Application granted granted Critical
Publication of JP3008623U publication Critical patent/JP3008623U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

(57)【要約】 【目的】 所定寸法の被り厚で鉄筋を埋設できる上に、
従来に比較して飛躍的に強度アップできる所定寸法の格
子状法枠を、熟練を要することなく誰にでも簡単に形成
することができる法枠形成用の枠体を提供する。 【構成】 法面A上に格子状に設置された鉄筋3を跨ぐ
ように配置され、且つコンクリートまたはモルタル8が
吹き付けられて法枠1を形成する枠体4,5であって、
長さ方向の両側に一対の脚体11b,11bを備えた複
数の横線材11と、この横線材11どうしを互いに連結
する複数の縦線材12とからなると共に、該枠体4,5
上に鉄筋7を載置し、該鉄筋7から下端にフック部13
cを形成した保持部材13を吊設し、この保持部材13
によって前記鉄筋3を横線材の高さ方向中間部に架設保
持してなる。
(57) [Summary] [Purpose] In addition to embedding reinforcing bars with a covering thickness of a specified size,
(EN) Provided is a frame body for forming a method frame, which allows anyone to easily form a lattice-shaped method frame having a predetermined size, which can remarkably increase the strength as compared with the conventional method, without requiring any skill. [Structure] Frame bodies 4 and 5 which are arranged so as to straddle the reinforcing bars 3 arranged in a grid pattern on a slope A and which are sprayed with concrete or mortar 8 to form a slope 1
A plurality of horizontal wire rods 11 having a pair of legs 11b, 11b on both sides in the length direction and a plurality of vertical wire rods 12 connecting the horizontal wire rods 11 to each other are provided, and the frame members 4, 5
The rebar 7 is placed on top of the rebar 7 and the hook portion 13 is attached to the lower end from the rebar 7.
The holding member 13 formed with c is suspended, and the holding member 13
Thus, the reinforcing bar 3 is installed and held in the middle of the horizontal wire in the height direction.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本発明は、道路や造成地などの法面の緑化等に用いられる法枠形成用の枠体に 関するものである。 The present invention relates to a frame for forming a legal frame used for greening slopes such as roads and land for construction.

【0002】[0002]

【従来の技術】[Prior art]

法面の緑化に際して、法面上に金網などの網状体を敷設し、この網状体の上に 鉄筋を格子状に配置し、この鉄筋を埋め込むようにコンクリートまたはモルタル (以下、モルタル等と言う)を吹き付けて格子状の法枠を形成し、この法枠の格 子内に、各種種子や肥料などが配合された植生材料を吹き付け、あるいは、上記 の植生材料が装填された植生袋を配置して、上記の格子状法枠によって植生材料 の流亡を保護しながら、植生材料に含まれる各種種子を法枠内で発芽・生育させ る工法(例えば特公昭58−20338号公報を参照)がある。 When greening the slope, lay a mesh such as a wire mesh on the slope, arrange the reinforcing bars in a grid on the mesh, and concrete or mortar (hereinafter referred to as mortar etc.) to embed the reinforcing bars. To form a grid-shaped law frame, and spray the vegetation material mixed with various seeds and fertilizers, or place the vegetation bag loaded with the above-mentioned vegetation material inside the law frame. Then, there is a construction method (see, for example, Japanese Patent Publication No. 58-20338) in which various seeds contained in the vegetation material are germinated and grown within the law frame while protecting the expulsion of the vegetation material by the lattice method frame described above. .

【0003】 また、現行の土木基準では、上記の鉄筋を覆うモルタル等の厚み(これを被り 厚と言う)が鉄筋のどの面からも5cm以上であることが、所要強度の格子状法 枠を得るための品質管理基準として義務付られていることは周知の通りである。According to the current civil engineering standards, the thickness of mortar or the like covering the above-mentioned reinforcing bar (referred to as “covering thickness”) is 5 cm or more from any surface of the reinforcing bar. It is well known that it is obligatory as a quality control standard for obtaining.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

しかし、モルタル等の吹き付けが法面上の不安定な場所で行われることから、 鉄筋に対するモルタル等の吹き付け厚さや幅が不均一になりやすく、所定寸法の 格子状法枠を形成するのに相当の熟練度を要するとともに、格子状法枠の寸法や 強度にバラツキが生じることを避けることができなかった。 However, since the spraying of mortar, etc. is performed in an unstable place on the slope, the thickness and width of spraying mortar, etc. on the reinforcing bars tend to be non-uniform, which is equivalent to forming a grid-like method frame of a predetermined size. In addition to requiring a high level of skill, it was unavoidable that the dimensions and strength of the grid-shaped method frame varied.

【0005】 また、鉄筋を法面からも5cm以上離す必要があることから、網状体を浮かせ たり或いはアンカーピンを用いたりして、上記の鉄筋を法面上に浮設させるよう にしているが、モルタル等の吹き付け作業やその他の作業を遂行する際に、どう しても網状体を踏ん付けてしまうことから、或いは、不測にも鉄筋を曲げたりア ンカーピンを倒したりすることで、鉄筋の高さ位置を所定通りに確実させること ができず、更には、鉄筋のまわりにモルタル等の層が所定の厚みで形成されてい るか否かを外部からは確認できないことが相まって、規格を満たさない格子状法 枠が稀に形成されることがあった。Further, since it is necessary to separate the reinforcing bar from the slope by 5 cm or more, the above-mentioned reinforcing bar is floated on the slope by floating the reticulated body or by using an anchor pin. , The mortar, etc. are sprayed or other work, the net-like body must be stepped on, or by accidentally bending the reinforcing bar or knocking down the anchor pin. It was not possible to ensure the height position as specified, and further it was not possible to confirm from the outside whether or not a layer of mortar, etc. was formed around the reinforcing bar with a specified thickness, and this met the standards. In rare cases, a grid-like method frame was not formed.

【0006】 本考案は、かかる事情に鑑みて成されたものであって、規格寸法通りの格子状 法枠を熟練を要することなく簡単に形成でき、しかも、その際の鉄筋の位置決め が確実に達成されることに加えて、法枠強度の大幅アップを可能とした法枠形成 用の枠体を提供することを目的としている。The present invention has been made in view of the above circumstances, and it is possible to easily form a lattice-shaped frame according to standard dimensions without requiring skill, and moreover, to reliably position the reinforcing bar at that time. In addition to being achieved, the objective is to provide a framework for forming a legal framework that enables a significant increase in legal framework strength.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

上記目的を達成するに至った本考案による法枠形成用の枠体は、法面上に格子 状に設置された鉄筋を跨ぐように配置され、且つコンクリートまたはモルタルが 吹き付けられて法枠を形成する枠体であって、長さ方向の両側に一対の脚部を備 えた正面視台形の複数の横線材と、この横線材どうしを互いに連結する複数の縦 線材とから成ると共に、枠体の天井部の線材もしくは載置した鉄筋から、下端に フック部を形成した保持部材を吊設し、この保持部材によって枠体内の鉄筋を横 線材の高さ方向中間部に架設保持した点に特徴がある。 The frame body for forming a legal frame according to the present invention, which has achieved the above object, is arranged so as to straddle the reinforcing bars arranged in a grid on the slope and is sprayed with concrete or mortar to form the legal frame. The frame body is composed of a plurality of trapezoidal horizontal wire rods having a pair of legs on both sides in the longitudinal direction and a plurality of vertical wire rods connecting the horizontal wire rods to each other. A characteristic is that a holding member with a hook formed at the lower end is hung from the wire rod on the ceiling or the rebar placed on it, and the rebar inside the frame is erected and held by the holding member at the middle of the horizontal wire rod in the height direction. is there.

【0008】 また、前記正面視台形の横線材に替えて正面視形状として、三角形以上の多角 形、弓形、または上辺部を1回以上折曲して1〜数個の凹部を形成した正面視凹 多角形であってもよい。 好ましくは、枠体上に鉄筋を載置し、該枠体上の鉄筋から前記保持部材を吊設 し、この保持部材によって枠体内の鉄筋を架設保持するのがよい。In addition, instead of the horizontal wire having a trapezoidal shape in front view, a polygonal shape of a triangle or more, an arched shape, or one or more concave portions formed by bending the upper side once or more to form a front view It may be a concave polygon. Preferably, a reinforcing bar is placed on the frame body, the holding member is hung from the reinforcing bar on the frame body, and the reinforcing bar in the frame body is erected and held by the holding member.

【0009】[0009]

【作用】[Action]

上記の特徴構成よりなる法枠形成用の枠体およびその枠体を用いる法枠工法に よれば、枠体を所定のピッチで法面上に格子状に設置し、前記保持部材のフック 部で鉄筋を架設して、これらを埋め込むようにモルタル等を吹き付けることで、 法面上に所定の格子状法枠が形成される。 According to the frame body for forming a legal frame having the above-mentioned characteristic structure and the legal frame construction method using the frame body, the frame bodies are arranged in a lattice pattern on the slope at a predetermined pitch, and the hook portion of the holding member is used. A predetermined lattice-shaped method frame is formed on the slope by installing the reinforcing bars and spraying mortar or the like so as to embed them.

【0010】 このとき、鉄筋の位置が保持部材によって確定されることに加えて、枠体がモ ルタル等の吹き付け幅ならびに吹き付け高さの目安になることから、枠体の高さ 寸法と幅寸法、及び、保持部材の取り付け位置を、所定強度の格子状法枠を得る ための品質管理基準に基づいて予め設定しておけば、鉄筋を含めて、単に縦横の 枠体を埋め込むようにモルタル等を吹き付けるだけで、所定寸法の被り厚で鉄筋 を埋設した状態の所定寸法および強度を有する格子状法枠を、熟練を要すること なく誰にでも簡単に形成することができる。At this time, in addition to the position of the reinforcing bar being determined by the holding member, since the frame serves as a guide for the spraying width and the spraying height of the motor, the height and width dimensions of the frame are If the mounting position of the holding member is set in advance based on the quality control standard for obtaining the grid-shaped frame with a predetermined strength, the mortar etc. can be simply embedded in the vertical and horizontal frames including the reinforcing bars. It is possible to easily form a lattice-shaped method frame having a predetermined size and strength in a state where the reinforcing bar is embedded with a covering thickness of a predetermined size, without requiring any skill, simply by spraying.

【0011】 尚、枠体を正面視台形や弓形とした場合は、枠体自体が法面上への設置安定面 で優れた機能を持つものとなり、更に、かかる構成は、枠体を重ね合わせて運搬 する上で好適であることは論を待たず、このとき、前記保持部材を着脱/遊動可 能に設ける形態をとって、これを取り外すか、または折り畳むことで、運搬面で 一層優れたものになることは言うまでもない。If the frame is trapezoidal or arcuate when viewed from the front, the frame itself has an excellent function in terms of installation stability on the slope, and further, in such a configuration, the frames are superposed. There is no need to say that it is suitable for transporting, and at this time, by taking the form in which the holding member is detachably / floatably attached and detaching or folding the holding member, it is possible to further improve the transportation surface. It goes without saying that it will be a thing.

【0012】[0012]

【実施例】【Example】

以下、本考案の実施例を図面に基づいて説明する。図1は本発明の第一実施例 に係る枠体を用いて形成する格子状法枠1の形成途中の状態を示している。 Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a state in which a lattice-shaped method frame 1 formed by using the frame body according to the first embodiment of the present invention is in the process of being formed.

【0013】 この格子状の法枠1は、その形成手順については後述するが、先ず、法面A上 に金網などの網状体2を敷設して、この網状体2上に所定のピッチで鉄筋3を格 子状に配置し、この鉄筋3を跨ぐように、それぞれ複数の枠体4,5を縦横に設 置して、これら縦横の枠体4,5によって格子枠体6を形成し、かつ、前記鉄筋 3を網状体2とともに所定の高さ位置に浮設保持させると共に、縦横の枠体4, 5の上部に別の鉄筋7を配置し、これらの鉄筋3,7を含めて縦横の枠体4,5 を埋め込むように、モルタル8等を吹き付けて形成される。The grid-shaped method frame 1 will be described later in terms of its forming procedure. First, a mesh body 2 such as a wire mesh is laid on the slope A, and the reinforcing bars are arranged on the mesh body 2 at a predetermined pitch. 3 are arranged in a lattice shape, and a plurality of frame bodies 4 and 5 are arranged vertically and horizontally so as to straddle the reinforcing bar 3, and the lattice frame body 6 is formed by these vertical and horizontal frame bodies 4 and 5. In addition, the reinforcing bar 3 is floated and held together with the mesh body 2 at a predetermined height position, and another reinforcing bar 7 is arranged above the vertical and horizontal frame bodies 4 and 5, and the reinforcing bars 3 and 7 are included in the vertical and horizontal directions. It is formed by spraying mortar 8 and the like so as to embed the frame bodies 4 and 5.

【0014】 このモルタル8等の吹き付けに際しては、縦横の枠体4,5によって囲まれる 格子状部分にシート9を敷設して、モルタル8等の非吹き付け部分を養生するこ とが肝要である。When the mortar 8 or the like is sprayed, it is important to lay a sheet 9 on the lattice-shaped portion surrounded by the vertical and horizontal frames 4 and 5 to cure the non-sprayed portion of the mortar 8 or the like.

【0015】 そして、モルタル8等の吹き付後にシート9を取り除いて、このシート9が取 り除かれた養生部分に、芝草や野草、低木類などの各種種子や肥料、その他、土 壌や有機質材、保水材(土壌改良材)などが配合された植生材料10を吹き付け て、植生材料10の流亡を格子状法枠1で保護しながら、植生材料10に含まれ る各種種子を法枠1内で発芽させて生育させるのである。 尚、上記の養生部分に、植生材料を装填した植生袋を配置する緑化形態がとら れることもある。Then, after spraying the mortar 8 and the like, the sheet 9 is removed, and the curing portion from which the sheet 9 is removed includes various seeds and fertilizers such as turf grass, wild grass and shrubs, and soil and organic matter. A variety of seeds contained in the vegetation material 10 is protected by spraying the vegetation material 10 mixed with wood and water retention material (soil conditioner) and protecting the runoff of the vegetation material 10 with the grid-shaped method frame 1. It germinates and grows inside. In addition, there is a case where a vegetation bag in which a vegetation material is loaded is placed in the above-mentioned curing portion so as to be green.

【0016】 次に、上記の法枠工法に用いられる縦横の枠体4,5の構成を、図2〜図4に 基づいて説明すると、これら縦横の枠体4,5は、法面Aへの設置姿勢の安定面 ならびに重ね合わせての運搬面で優れるように、何れも正面視台形状に形成され ており、即ち、直線状の天井部11aの長さ方向両側から斜め下方に向けて一対 の脚部11bを延設した台形状の横線材11と、この横線材11の複数をその脚 部11b同士を互いに連結する複数の縦線材12…とから成り、かつ、所定の横 線材11の天井部11aには、保持部材13の上端に形成された吊設用フック1 3bが係合されて、保持部材13を吊設しており、この保持部材13の下端に形 成されたフック部13cが横線材11と法面Aの高さ方向の中間部に位置するよ うに設けられている。Next, the structure of the vertical and horizontal frame bodies 4 and 5 used in the above method of frame construction will be described with reference to FIGS. 2 to 4. Both have a trapezoidal shape when viewed from the front so that they are superior in terms of the stability of the installation posture as well as the transporting surface when stacked, that is, the pair of linear ceilings 11a is slanted downward from both sides in the longitudinal direction. A horizontal wire rod 11 having a trapezoidal shape having extended leg portions 11b, and a plurality of vertical wire rods 12 connecting the leg portions 11b to each other. A hanging hook 13b formed on the upper end of the holding member 13 is engaged with the ceiling portion 11a to suspend the holding member 13. The hook portion formed on the lower end of the holding member 13 is suspended. 13c should be located in the middle of the horizontal wire 11 and the slope A in the height direction. It is provided in.

【0017】 具体的には、横線材11の天井部11aの長さは18cm程度で、一対の脚部 11b,11bの下端間の寸法は30cm程度であり、その高さは9cm程度で あって、この横線材11は、縦線材12の長さ方向に例えば20cm程度のピッ チで溶接されている。 縦線材12の長さ(これは即ち、縦横の枠体4,5単体の長さである。)は、 300cm程度のものであって、脚部11bの上端部とそれよりも下方に2.5 cm程度のピッチ置きに3本が溶接されている。Specifically, the ceiling 11a of the horizontal wire 11 has a length of about 18 cm, the dimension between the lower ends of the pair of legs 11b, 11b is about 30 cm, and the height thereof is about 9 cm. The horizontal wire 11 is welded in the lengthwise direction of the vertical wire 12 with a pitch of, for example, about 20 cm. The length of the vertical wire 12 (that is, the length of the vertical and horizontal frames 4, 5 alone) is about 300 cm, and is 2.30 below the upper end of the leg 11b. Three pieces are welded at a pitch of about 5 cm.

【0018】 保持部材13は、例えば格子枠の1スパンの長さが150cmの場合、その長 さ方向の中間部に50cm程度のピッチで2個設けられるもので、この保持部材 13上端の吊設用フック13bが所定の横線材11の天井部11aのほぼ中央部 分に係合され、かつ、その下端に形成されたフック部13cには鉄筋3が係合さ れる。For example, when the length of one span of the lattice frame is 150 cm, two holding members 13 are provided at a pitch of about 50 cm at the middle portion in the length direction. The hook 13b is engaged with a substantially central portion of the ceiling portion 11a of the predetermined horizontal wire 11, and the reinforcing bar 3 is engaged with the hook portion 13c formed at the lower end thereof.

【0019】 なお、本実施例においては、前記保持部材13は吊設用フック13bによって 横線材11に係合されるように構成することにより、この保持部材13の設置間 隔を枠体4,5の長さ方向に対して任意に変更することが可能であり、場合によ っては、上記50cmより長い間隔で設けることも可能である。In this embodiment, the holding member 13 is configured to be engaged with the horizontal wire 11 by the hanging hook 13b, so that the holding member 13 can be installed at intervals of the frame body 4. 5 can be arbitrarily changed with respect to the lengthwise direction, and in some cases, it is also possible to provide them at intervals longer than the above 50 cm.

【0020】 これら横線材11と縦線材12および保持部材13は、例えば直径4mm程度 の防錆加工を施した針金から成り、かつ、前記保持部材13は、横線材11に対 して着脱自在であるので、縦横の枠体4,5を運搬する際には、この保持部材1 3はこれを係合する枠体4,5から取り外し、前記枠体4,5を容易に重ね合わ せて運搬できるようにしている。The horizontal wire member 11, the vertical wire member 12, and the holding member 13 are made of, for example, a wire having a diameter of about 4 mm and subjected to rust-proof processing, and the holding member 13 is detachable from the horizontal wire member 11. Therefore, when carrying the vertical and horizontal frames 4 and 5, the holding member 13 can be detached from the frames 4 and 5 with which it is engaged, and the frames 4 and 5 can be easily overlapped and carried. I am trying.

【0021】 次に、法面A上に格子状の法枠1を形成するに際しては、先ず予め整形された 法面Aに、目合いが例えば5〜6cm程度の菱形金網などの網状体2を敷設し、 この網状体2を図示しないアンカーによって適宜固定し、かつ、縦横の枠体4, 5のスパン長さと枠体幅との合計寸法を基にしたピッチで水糸14(図1参照) を格子状に張設して、この水糸14に沿わせて網状体2上に鉄筋3を配置し、こ の格子状に配置された鉄筋3を跨ぐように複数の縦枠体4を設置し、この縦枠体 4に直交するように交点部分の側面の線材を切断した横枠体5を設置して、これ ら縦横の枠体4,5によって格子枠体6を形成する。Next, when forming the lattice-shaped method frame 1 on the slope A, first, the reticulated body 2 such as a rhombic wire mesh having a mesh of, for example, about 5 to 6 cm is formed on the pre-shaped slope A. The mesh 2 is laid and appropriately fixed by an anchor (not shown), and the water thread 14 is arranged at a pitch based on the total size of the span length and the frame width of the vertical and horizontal frames 4 and 5 (see FIG. 1). Are stretched in a grid shape, the reinforcing bars 3 are arranged on the mesh body 2 along the water threads 14, and a plurality of vertical frame bodies 4 are installed so as to straddle the reinforcing bars 3 arranged in the grid shape. Then, a horizontal frame body 5 obtained by cutting the wire on the side surface of the intersection is provided so as to be orthogonal to the vertical frame body 4, and the lattice frame body 6 is formed by the vertical and horizontal frame bodies 4 and 5.

【0022】 このとき、鉄筋3の位置が縦横の枠体4,5によって確定されていることに加 えて、縦横の枠体4,5がモルタル8等の吹き付け幅の目安になるから、鉄筋3 を含めて、単に縦横の枠体4,5を埋め込むようにモルタル8等を吹き付けるこ とで、所定寸法の被り厚で鉄筋3を埋設した状態の所定寸法および強度を有する 格子状法枠1を形成することができるのである。At this time, in addition to the fact that the position of the reinforcing bar 3 is fixed by the vertical and horizontal frames 4 and 5, the vertical and horizontal frames 4 and 5 serve as a guide for the spray width of the mortar 8 and the like. In addition, by simply spraying the mortar 8 etc. so as to fill the vertical and horizontal frames 4 and 5, the grid-shaped method frame 1 having the predetermined size and strength in the state where the reinforcing bar 3 is embedded with the covering thickness of the predetermined size is obtained. It can be formed.

【0023】 即ち、この実施例では、保持部材13によって浮設される鉄筋3の法面Aから の高さ寸法を5cmとなるようにし、この鉄筋3の周囲がモルタル8等によって 所定厚み(5cm以上)で囲まれるように、下端幅が30〜40cm程度で、高 さが15〜18cm程度となる格子状法枠1を形成しているのである。That is, in this embodiment, the height of the reinforcing bar 3 floated by the holding member 13 from the slope A is set to 5 cm, and the circumference of the reinforcing bar 3 is fixed to a predetermined thickness (5 cm by the mortar 8 or the like). As described above, the lattice-shaped method frame 1 having a lower end width of about 30 to 40 cm and a height of about 15 to 18 cm is formed.

【0024】 なお、上記実施例において、図5に示すように、この鉄筋3が結束線材17な どによって網状体2に結束されるように構成すると、この鉄筋3と共に網状体2 がフック部13cに係着されることになる。このようにした場合、この網状体2 は法面Aより5cmの高さ位置に浮設されることになるので、格子枠体1に囲ま れる植生材料10(図1参照)の層が5cmより厚い場合に植生材料10の流亡 防止として有効である。In the above embodiment, as shown in FIG. 5, when the reinforcing bar 3 is configured to be bound to the reticulated body 2 by a binding wire 17, the rebar 3 and the reticulated body 2 are hooked together with the hook portion 13c. Will be mobilized to. In this case, since the mesh body 2 is floated at a height position of 5 cm from the slope A, the layer of the vegetation material 10 (see FIG. 1) surrounded by the lattice frame body 1 is more than 5 cm. When it is thick, it is effective for preventing the vegetation material 10 from running away.

【0025】 また、図6に示すように、前記網状体2を、スペーサー22によって適宜間隔 をおいて法面Aに浮上させるようにしてもよく、この場合、網状体2の法面Aに 対する高さ位置は任意に変更することが可能であり、ひいては前記植生材料10 の厚みを任意に変更することが可能となる。 なお、前記スぺーサー22としては、例えば本願出願人に係る昭和63年意匠 登録願第4418号の「法面保護用ラススぺーサー」や、本願出願人に係る実公 平5−42118号公報の「スぺーサーピン」が好適に実施可能である。Further, as shown in FIG. 6, the mesh body 2 may be floated on the slope A by a spacer 22 at an appropriate interval. In this case, the slope A of the mesh body 2 is opposed to the slope A. The height position can be changed arbitrarily, and thus the thickness of the vegetation material 10 can be changed arbitrarily. The spacer 22 may be, for example, "Slope protection lath spacer" of the applicant's application for design registration No. 4418 in 1988, or Japanese Utility Model Publication No. 5-42118. The "spacer pin" can be preferably carried out.

【0026】 さらに、法枠1の強度を向上させるために、フック部13cに前記鉄筋3およ び網状体2を載架した後に、この鉄筋3および網状体2を結束線材などでフック 部13cに結束してもよく、この場合、鉄筋3および網状体2とフック部13c との結合を確実にすることができる。また、別の鉄筋7を縦横の枠体4,5の天 井部11aの略中央部分に載架し、この鉄筋7を天井部11aに結束線材19な どで結合一体化させ、前記モルタル8等の吹き付厚を適度なものとすることによ り、この法枠1の強度を上げる等の変更も可能である。Further, in order to improve the strength of the method frame 1, after the reinforcing bar 3 and the mesh body 2 are placed on the hook portion 13c, the reinforcing bar 3 and the mesh body 2 are hooked with a binding wire or the like. The hooks 13c can be securely connected to the reinforcing bars 3 and the mesh 2 in this case. Further, another reinforcing bar 7 is mounted on the substantially central portion of the ceiling portion 11a of the vertical and horizontal frames 4 and 5, and this reinforcing bar 7 is coupled and integrated with the ceiling portion 11a by a binding wire rod 19 and the mortar 8 is formed. It is also possible to make changes such as increasing the strength of the legal frame 1 by making the spray thickness of the etc. appropriate.

【0027】 また、上記実施例のように、保持部材13を着脱自在に係合させる構成にすれ ば、枠体4,5を正面視台形状や弓形状などの正面視末広がりの形状とする場合 においては、保持部材13と枠体4または5との係合を外せば、枠体4,5を重 ね合わせて運搬できて好適であることは既述した通りであるが、保持部材13を 溶接などの手段で天井部11aに固着してもよく、そうすることにより前記フッ ク部13cによる鉄筋3の載架位置を確実にすることができる。In the case where the holding members 13 are detachably engaged as in the above-described embodiment, the frame bodies 4 and 5 have a trapezoidal shape when viewed from the front, a bow-shaped shape when the end view is widened in the front view, and the like. As described above, it is preferable that the holding members 13 and the frame bodies 4 or 5 are disengaged from each other, so that the frame bodies 4 and 5 can be overlapped and transported. It may be fixed to the ceiling portion 11a by means such as welding, and by doing so, the mounting position of the reinforcing bar 3 by the hook portion 13c can be ensured.

【0028】 そして、前記天井部11aの略中央部分に前記保持部材13の吊設用フック1 3bを嵌合するための凹部を形成してもよく、また、この吊設用フック13bを 結束線材などによって横線材11に結束するようにしてもよい。そうすることに より、この保持部材13の正面視横方向のずれをなくすことができる。Further, a recess for fitting the hanging hook 13b of the holding member 13 may be formed in a substantially central portion of the ceiling portion 11a, and the hanging hook 13b may be used as a binding wire. For example, it may be bound to the horizontal wire 11. By doing so, the shift of the holding member 13 in the lateral direction as viewed from the front can be eliminated.

【0029】 また、前記保持部材13の上端にループ部を形成して、このループ部を常に横 線材11の天井部11aに結合し、このループ部を中心に回転自在に接続しても よい。この場合、縦横の枠体4,5を重ね合わせて運搬する際には、保持部材1 3を邪魔にならないように折り畳むことが可能となる。Alternatively, a loop portion may be formed on the upper end of the holding member 13, the loop portion may be always coupled to the ceiling portion 11a of the horizontal wire 11, and the loop portion may be rotatably connected around the loop portion. In this case, when the vertical and horizontal frames 4 and 5 are stacked and transported, the holding member 13 can be folded so as not to get in the way.

【0030】 上記の実施例は、いずれも保持部材13を横線材11に係合するようにしたも のであったが、図7,8に示すように構成してもよい。すなわち、図7,および 図8は、それぞれ本考案の第2実施例に係る法枠の構成を示す一部分解斜視図, および縦断面図である。これらの図において、図1〜4と同じ符号を付した部材 は、同一または同等の部材であるので、その詳細な説明を省略する。In all of the above embodiments, the holding member 13 was engaged with the horizontal wire 11. However, the holding member 13 may be configured as shown in FIGS. That is, FIG. 7 and FIG. 8 are a partially exploded perspective view and a vertical sectional view, respectively, showing the constitution of the law frame according to the second embodiment of the present invention. In these drawings, the members denoted by the same reference numerals as those in FIGS. 1 to 4 are the same or equivalent members, and thus detailed description thereof will be omitted.

【0031】 これらの図において、12aは、横線材11の天井部11aにおける正面視略 中央部分どうしを互いに連結する縦線材、7は、この縦線材12aに沿うように 設けられる上部鉄筋である。一方、前記保持部材13の上端には吊設用フック1 3bが形成され、この吊設用フック13bを前記上部鉄筋7に係合することによ り、保持部材13は天井部11aに吊設されると共に、この吊設用フック13b によって、上部鉄筋7と縦線材12aとを握持している。従って、格子法枠1に は2本の鉄筋3,7が埋設されるので、その強度を大幅に向上させることができ ると共に、この吊設用フック13bの設置位置の正面視左右方向のずれを完全に 防止できる。In these drawings, reference numeral 12a is a vertical wire rod that connects the central portions of the ceiling portion 11a of the horizontal wire rod 11 in a front view to each other, and reference numeral 7 is an upper reinforcing bar provided along the vertical wire rod 12a. On the other hand, a hanging hook 13b is formed at the upper end of the holding member 13, and the holding member 13 is hung on the ceiling portion 11a by engaging the hanging hook 13b with the upper rebar 7. At the same time, the upper hook 7 and the vertical wire 12a are held by the hanging hook 13b. Therefore, since the two reinforcing bars 3 and 7 are embedded in the lattice method frame 1, the strength thereof can be greatly improved, and the installation position of the suspending hook 13b can be displaced in the left-right direction when viewed from the front. Can be completely prevented.

【0032】 なお、この場合、この上部鉄筋7に対して所定の被り厚でモルタル8等を吹き 付けるための指針となる検測ピンを、前記縦線材12aの近傍から垂直に打設し た上で、鉄筋3,7を含めて縦横の枠体を埋め込むように、例えば含水率が7〜 8%程度の低スランプのモルタル8などをモルタルガン機などによって吹き付け ることで、格子状の法枠1を形成するようにしても良い。In this case, an inspection pin, which serves as a guide for spraying the mortar 8 and the like with a predetermined covering thickness on the upper reinforcing bar 7, is vertically driven from near the vertical wire 12a. In order to embed the horizontal and vertical frames including the reinforcing bars 3 and 7, for example, by spraying a low slump mortar 8 having a water content of about 7 to 8% with a mortar gun machine, etc. 1 may be formed.

【0033】 或いは、図示はしないが、前記上部鉄筋7を結束線材などによって縦線材12 aに結束してもよく、この場合、前記吊設用フック13bを縦線材12aに係合 するようにしてもよい。さらに強度が十分である場合には、前記上部鉄筋7を省 略することにより、前記枠体の設置工事をより簡潔にすると共に、法枠1の高さ を低く形成することが可能となるが、これら何れの形態にて法枠1を形成するに しても、現行の土木基準で義務づけられている品質管理基準に基づいて、モルタ ル8等による鉄筋の被り厚が鉄筋のどの面からも5cm以上となるように寸法設 定することは言うまでもない。Alternatively, although not shown, the upper rebar 7 may be bound to the vertical wire 12a by a binding wire or the like. In this case, the hanging hook 13b is engaged with the vertical wire 12a. Good. Further, when the strength is sufficient, by omitting the upper rebar 7, it becomes possible to simplify the installation work of the frame body and to make the height of the legal frame 1 low. In any of these forms, the legal framework 1 is based on the quality control standards obliged by the current civil engineering standards, and the covering thickness of the reinforcing bar due to the mortar 8 etc. from any surface of the reinforcing bar. It goes without saying that the size is set to be 5 cm or more.

【0034】 加えて、図示は省略するが、前記縦線材12aを5cmの間隔をおいて2本並 例に設け、これらの縦線材12a,12aのそれぞれに前記保持部材13を係合 させることにより、正面視において2本の鉄筋3,3を並設することも可能であ り、また、この2本の縦線材12a、12aのそれぞれに沿うように上部鉄筋7 ,7を設けると、法枠1内に合計4本の鉄筋を埋設することが可能となる。In addition, although not shown in the drawing, two vertical wires 12a are provided in parallel at intervals of 5 cm, and the holding member 13 is engaged with each of the vertical wires 12a, 12a. It is also possible to arrange two rebars 3 and 3 side by side in a front view, and if the upper rebars 7 and 7 are provided along the two vertical wires 12a and 12a, respectively, It is possible to embed a total of four reinforcing bars in one.

【0035】 図9および図10は、本考案のまた別の実施例に係る枠体の構成を示す法枠の 縦断面図である。両図において、11’は、縦横の枠体を構成する横線材であり 、この横線材11’の形状は、図9では五角形であり、図10では弓形である。 その横線材11’の長さ方向両側を脚部11b,11bとしている。 保持部材13の上端には吊設用フック13bが形成され、この吊設用フック1 3bを枠体の天井部の線材または上部鉄筋7に係合することにより、保持部材1 3は天井部11aに吊設される。FIG. 9 and FIG. 10 are vertical cross-sectional views of the method frame showing the configuration of the frame body according to still another embodiment of the present invention. In both figures, 11 'is a horizontal wire which constitutes a vertical and horizontal frame, and the shape of this horizontal wire 11' is a pentagon in FIG. 9 and a bow in FIG. Both sides in the length direction of the horizontal wire 11 'are leg portions 11b, 11b. A suspending hook 13b is formed on the upper end of the holding member 13, and the suspending hook 13b is engaged with the wire rod or the upper reinforcing bar 7 of the ceiling portion of the frame body, so that the retaining member 13 has the ceiling portion 11a. Is hung on.

【0036】 なお、両図において、図1〜8に記載の、第1、第2実施例およびその変形例 の枠体1と同じ符号を付した部材は、同一または同等の部材であるのでその詳細 な説明を省略する。 加えて、本実施例においても、上述した第1,第2実施例等において既に詳述 した変形例も同様に適用できることは言うまでもない。In both figures, the members given the same reference numerals as those of the frame body 1 of the first and second embodiments and their modifications shown in FIGS. 1 to 8 are the same or equivalent members, Detailed description is omitted. In addition, it goes without saying that the modified examples described in detail in the above-described first and second embodiments can be similarly applied to the present embodiment.

【0037】 図11は、本考案のさらに別の実施例に係る枠体の構成を示す法枠の縦断面図 である。同図において、11dは、横線材11の天井部であり、この天井部11 dはその略中央部分において下方に屈曲した保持部材係合部11hを形成してい る。従って、この枠体は正面視でM字状となっている。FIG. 11 is a vertical cross-sectional view of a method frame showing a structure of a frame body according to still another embodiment of the present invention. In the figure, 11d is a ceiling portion of the horizontal wire 11, and the ceiling portion 11d forms a holding member engaging portion 11h bent downward at a substantially central portion thereof. Therefore, this frame is M-shaped when viewed from the front.

【0038】 本実施例においては、下方に屈曲した保持部材係合部11hが設けられている ので、前記保持部材13の上端に設けられた吊設用フック11bは、保持部材1 3とこのフック部13cに載架される鉄筋3の自重によって、保持部材係合部1 1hに位置固定され、施工に簡潔に行える。さらに、この保持部材係合部11h に対する上部鉄筋7の載置も安定的に行え、全体的に極めて簡素な構成および方 法で法枠形成用の枠体を提供できる。In this embodiment, since the holding member engaging portion 11h bent downward is provided, the hanging hook 11b provided at the upper end of the holding member 13 is the holding member 13 and this hook. Due to the weight of the reinforcing bar 3 placed on the part 13c, the position is fixed to the holding member engaging part 11h, and the construction can be simplified. Further, the upper reinforcing bar 7 can be stably placed on the holding member engaging portion 11h, and the frame body for forming the method frame can be provided with a very simple configuration and method as a whole.

【0039】 なお、その他の構成については、図1〜6に記載の、第1,第2実施例の枠体 1と同一または同等の部材であるので同じ符号を付し、その詳細な説明を省略す る。また、上述した第1実施例および第2実施例において既に詳述した変形例も 同様に適用できることは言うまでもない。Since the other components are the same as or equivalent to the frame body 1 of the first and second embodiments shown in FIGS. 1 to 6, the same reference numerals are given and a detailed description thereof will be given. Omit it. Further, it goes without saying that the modified examples already described in detail in the above-mentioned first and second embodiments can be similarly applied.

【0040】 また、上記各実施例において、各横線材11、11’の脚部11bの下端部を 外向きまた内向きに少し折り曲げて沈み防止片を設けてもよい。In addition, in each of the above-described embodiments, the lower end portion of the leg portion 11b of each of the horizontal wire members 11 and 11 'may be bent outward or inward to provide a sunken piece.

【0041】[0041]

【発明の効果】【The invention's effect】

以上説明したように、本考案にかかる法枠形成用の枠体およびその枠体を用い る法枠工法によれば、鉄筋の位置が保持部材のフック部によって確定されること に加えて、枠体がモルタル等の吹き付け幅ならびに吹き付け高さの目安になるこ とから、枠体の高さ寸法と幅寸法、及び、保持部材の取り付け位置を、所要強度 の格子状法枠を得るための品質管理基準に基づいて予め設定しておけば、鉄筋を 含めて、単に縦横の枠体を埋め込むようにモルタル等を吹き付けるだけで、所定 寸法の被り厚で鉄筋を埋設した状態の所定寸法および強度を有する格子状法枠を 、熟練を要することなく誰にでも簡単に形成することができる。 As described above, according to the frame body for forming a legal frame and the legal frame construction method using the frame body according to the present invention, in addition to the fact that the position of the reinforcing bar is determined by the hook portion of the holding member, Since the body serves as a guide for the spraying width and spraying height of mortar, the height and width dimensions of the frame and the mounting position of the holding member are the quality required to obtain a grid-like frame with the required strength. If preset according to management standards, simply by spraying mortar, including reinforcing bars, so that the horizontal and vertical frames are embedded, the specified size and strength of the reinforcing bars embedded with the specified thickness can be obtained. The lattice-shaped method frame has can be easily formed by anyone without requiring skill.

【0042】 また、前記横線材の中央部分どうしを互いに連結する縦線材を設けることによ り、前記保持部材をこの縦線材に吊設することも可能である。このように構成す る場合、保持部材の正面視左右方向のずれを防止できる。Further, by providing a vertical wire member that connects the central portions of the horizontal wire members to each other, it is possible to suspend the holding member on the vertical wire member. With this configuration, it is possible to prevent the holding member from shifting in the left-right direction when viewed from the front.

【0043】 加えて、前記枠体の上部にこの枠体の横線材の略中央部分に位置するように上 部鉄筋を載架したことで、格子状法枠の強度を上げることができる。In addition, by mounting the upper rebar on the upper part of the frame so as to be located at the substantially central portion of the horizontal wire of the frame, the strength of the lattice-shaped frame can be increased.

【0044】 つまり、本考案による枠体およびその枠体を用いる法枠工法を用いて形成され た法枠は、容易に内部の所定位置に鉄筋が架設され、しかも、枠体をモルタル等 の吹き付けの目安にすることができることから、所定寸法通りの高強度の格子状 法枠を極めて容易にかつ低コストにて形成することができる。That is, the frame according to the present invention and the method frame formed by using the method frame method using the frame body, the reinforcing bars are easily erected at predetermined positions inside, and the frame body is sprayed with mortar or the like. Since it can be used as a guideline, it is possible to form a high-strength lattice-shaped frame having a predetermined size very easily and at low cost.

【0045】[0045]

【図面の簡単な説明】[Brief description of drawings]

【図1】本考案の第1実施例に係る枠体によって法面に
形成される格子状法枠の形成途中の状態を示す斜視図で
ある。
FIG. 1 is a perspective view showing a state in the middle of forming a lattice-shaped method frame formed on a slope by a frame body according to a first embodiment of the present invention.

【図2】前記法枠の枠体の一部を省略図示した図示した
枠体の斜視図である。
FIG. 2 is a perspective view of the illustrated frame body in which a part of the frame body of the method frame is omitted.

【図3】前記法枠の一部を分解した一部拡大斜視図であ
る。
FIG. 3 is a partially enlarged perspective view in which a part of the method frame is disassembled.

【図4】前記法枠の断面図である。FIG. 4 is a sectional view of the method frame.

【図5】前記法枠の変形例を示す縦断面図である。FIG. 5 is a vertical cross-sectional view showing a modified example of the method frame.

【図6】前記法枠の更に異なる変形例を示す縦断面図で
ある。
FIG. 6 is a vertical cross-sectional view showing another modification of the law frame.

【図7】本考案の第2実施例に係る法枠の一部を分解し
た一部拡大斜視図である。
FIG. 7 is a partially enlarged perspective view showing a disassembled part of a legal framework according to a second embodiment of the present invention.

【図8】前記法枠の断面図である。FIG. 8 is a sectional view of the method frame.

【図9】本考案枠の第3実施例に係る法枠の縦断面図で
ある。
FIG. 9 is a vertical cross-sectional view of a method frame according to a third embodiment of the present invention frame.

【図10】本考案枠の第4実施例に係る法枠の縦断面図
である。
FIG. 10 is a vertical cross-sectional view of a method frame according to a fourth embodiment of the present invention frame.

【図11】本考案枠の第5実施例に係る法枠の縦断面図
である。
FIG. 11 is a vertical cross-sectional view of a method frame according to a fifth embodiment of the present invention frame.

【符号の説明】[Explanation of symbols]

1;法枠、3;鉄筋、4,5;枠体、7;上部鉄筋、
8;コンクリートまたはモルタル、11;横線材、11
b;脚部、12;縦線材、12a;上部横線材、13;
保持部材、13b;吊設用フック、13c;フック部、
A;法面。
1; legal frame, 3; rebar, 4,5; frame, 7: upper rebar,
8; concrete or mortar, 11; horizontal wire rod, 11
b; legs, 12; vertical wire, 12a; upper horizontal wire, 13;
Holding member, 13b; hook for suspension, 13c; hook portion,
A: Slope.

Claims (5)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 法面上に格子状に設置された鉄筋を跨ぐ
ように配置され、且つコンクリートまたはモルタルが吹
き付けられて法枠を形成する枠体であって、長さ方向の
両側に一対の脚部を備えた正面視台形の複数の横線材
と、この横線材どうしを互いに連結する複数の縦線材と
から成ると共に、枠体の天井部の線材から、下端にフッ
ク部を形成した保持部材を吊設し、この保持部材によっ
て枠体内の鉄筋を横線材の高さ方向中間部に架設保持す
ることを特徴とする法枠形成用の枠体。
1. A frame body, which is arranged so as to straddle rebars installed in a grid pattern on a slope and which is sprayed with concrete or mortar to form a slope frame. A holding member that is composed of a plurality of trapezoidal horizontal wires having a leg portion in the front view and a plurality of vertical wires that connect the horizontal wires to each other, and that has a hook portion formed at the lower end from the wire rod of the ceiling portion of the frame body. A frame body for forming a legal frame, characterized by suspending and holding the reinforcing bar in the frame body in the height direction intermediate portion of the horizontal wire by this holding member.
【請求項2】 法面上に格子状に設置された鉄筋を跨ぐ
ように配置され、且つコンクリートまたはモルタルが吹
き付けられて法枠を形成する枠体であって、長さ方向の
両側に一対の脚部を備えた正面視多角形の複数の横線材
と、この横線材どうしを互いに連結する複数の縦線材と
から成ると共に、枠体の天井部の線材から、下端にフッ
ク部を形成した保持部材を吊設し、この保持部材によっ
て枠体内の鉄筋を横線材の高さ方向中間部に架設保持す
ることを特徴とする法枠形成用の枠体。
2. A frame body which is arranged so as to straddle rebars installed in a grid pattern on a slope and which is sprayed with concrete or mortar to form a slope frame. It is composed of a plurality of polygonal horizontal wire rods with legs and a plurality of vertical wire rods that connect the horizontal wire rods to each other, and a hook portion is formed at the lower end from the wire rod on the ceiling of the frame. A frame body for forming a legal frame, characterized in that a member is suspended and a reinforcing bar in the frame body is suspended and held by the holding member at an intermediate portion in the height direction of a horizontal wire.
【請求項3】 法面上に格子状に設置された鉄筋を跨ぐ
ように配置され、且つコンクリートまたはモルタルが吹
き付けられて法枠を形成する枠体であって、長さ方向の
両側に一対の脚部を備えた正面視弓形の複数の横線材
と、この横線材どうしを互いに連結する複数の縦線材と
から成ると共に、枠体の天井部の線材から、下端にフッ
ク部を形成した保持部材を吊設し、この保持部材によっ
て枠体内の鉄筋を横線材の高さ方向中間部に架設保持す
ることを特徴とする法枠形成用の枠体。
3. A frame body, which is arranged so as to straddle reinforcing bars arranged in a grid pattern on a slope and which is sprayed with concrete or mortar to form a slope frame. A holding member which is composed of a plurality of bow-shaped horizontal wire rods having a leg portion and a plurality of vertical wire rods connecting the horizontal wire rods to each other, and a hook member formed at the lower end from the wire rod of the ceiling portion of the frame body. A frame body for forming a legal frame, characterized by suspending and holding the reinforcing bar in the frame body in the height direction intermediate portion of the horizontal wire by this holding member.
【請求項4】 法面上に格子状に設置された鉄筋を跨ぐ
ように配置され、且つコンクリートまたはモルタルが吹
き付けられて法枠を形成する枠体であって、長さ方向の
両側に一対の脚部を備えるとともに天井部を1回以上折
曲して1〜数個の凹部を形成した正面視凹多角形の複数
の横線材と、この横線材どうしを互いに連結する複数の
縦線材とから成ると共に、枠体の天井部の線材から、下
端にフック部を形成した保持部材を吊設し、この保持部
材によって枠体内の鉄筋を横線材の高さ方向中間部に架
設保持することを特徴とする法枠形成用の枠体。
4. A frame body, which is arranged so as to straddle reinforcing bars arranged in a grid pattern on a slope, and which is sprayed with concrete or mortar to form a slope frame. From a plurality of horizontal polygonal wires having a concave polygonal shape when viewed from the front and having a leg portion and bending the ceiling portion one or more times to form one to several recesses, and a plurality of vertical wire rods connecting the horizontal wire rods to each other. In addition, a holding member having a hook portion formed at the lower end is hung from the wire rod on the ceiling of the frame body, and the reinforcing bar in the frame body is hung and held by the holding member at the middle portion in the height direction of the horizontal wire rod. The frame for forming the legal frame.
【請求項5】 枠体上に鉄筋を載置し、該枠体上の鉄筋
から下端にフック部を形成した保持部材を吊設し、この
保持部材によって枠体内の鉄筋を横線材の高さ方向中間
部に架設保持してなる請求項1〜4に記載の法枠形成用
の枠体。
5. A reinforcing member is placed on a frame body, and a holding member having a hook portion formed at a lower end is hung from the reinforcing bar on the frame body. The frame body for forming a legal frame according to any one of claims 1 to 4, wherein the frame body is erected and held in an intermediate portion in the direction.
JP1994012180U 1994-09-05 1994-09-05 Frame for forming legal frame Expired - Lifetime JP3008623U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1994012180U JP3008623U (en) 1994-09-05 1994-09-05 Frame for forming legal frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1994012180U JP3008623U (en) 1994-09-05 1994-09-05 Frame for forming legal frame

Publications (1)

Publication Number Publication Date
JP3008623U true JP3008623U (en) 1995-03-20

Family

ID=43144440

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1994012180U Expired - Lifetime JP3008623U (en) 1994-09-05 1994-09-05 Frame for forming legal frame

Country Status (1)

Country Link
JP (1) JP3008623U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3417532B2 (en) 1997-07-05 2003-06-16 日本植生株式会社 Construction method of slope and slope greening method for slope

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3417532B2 (en) 1997-07-05 2003-06-16 日本植生株式会社 Construction method of slope and slope greening method for slope

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