JPH07158076A - Construction method for grating type slope form body using slope form coil - Google Patents

Construction method for grating type slope form body using slope form coil

Info

Publication number
JPH07158076A
JPH07158076A JP34085993A JP34085993A JPH07158076A JP H07158076 A JPH07158076 A JP H07158076A JP 34085993 A JP34085993 A JP 34085993A JP 34085993 A JP34085993 A JP 34085993A JP H07158076 A JPH07158076 A JP H07158076A
Authority
JP
Japan
Prior art keywords
coil
frame
slope
method frame
lattice
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.)
Granted
Application number
JP34085993A
Other languages
Japanese (ja)
Other versions
JP2549056B2 (en
Inventor
Yasuyoshi Fujishima
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
Original Assignee
Nisshoku Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nisshoku Corp filed Critical Nisshoku Corp
Priority to JP5340859A priority Critical patent/JP2549056B2/en
Publication of JPH07158076A publication Critical patent/JPH07158076A/en
Application granted granted Critical
Publication of JP2549056B2 publication Critical patent/JP2549056B2/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

PURPOSE:To easily carry out a work for constructing a slope form adhering to slope surface by using a slope form coil allowing easy bar arrangement via the standardization of an arrangement position for reinforcements. CONSTITUTION:A single steel wire 2 is spirally wound and formed into a coil having approximately square cross section, thereby forming a slope form coil 1 having recessed bend sections 4 and 5 at right and left symmetrical positions on both upper ends. Then, a net body 7 is laid on slope surface and a pair of reinforcements 8 and 9 are laid thereon. Also, the coil 1 is extended along the reinforcements 8 and 9. Furthermore, when the coil 1 is extended, reinforcements 11 and 12 are placed on the bend sections 4 and 5, and the coil 1 is laid in the form of a grating. Thereafter, the coil 1 is covered with a curing sheet, and mortar or the like is jetted to the upper surface of the coil 1 to form a grating type slope form body.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は法枠用コイルを使用する
格子法枠体の施工方法に関し、更に詳しくは、地山など
の傾斜地盤や土地造成地及び道路などの法面上に張設し
た金網などの網状体の上に法枠用コイルを設置し、この
法枠用コイルを展延させることにより格子状に設置した
該法枠用コイルの上からモルタル又はコンクリートを吹
付けて格子法枠体を形成し、この後、例えば、該格子法
枠体内の網状体に植物種子や有機客土などから成る植生
材料を吹付けて植生基盤層を形成し法面を安定させた
り、良質植生基材を厚層吹付けして前記格子法枠体内を
緑化させるようにした法枠用コイルを使用する格子法枠
体の施工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a lattice method frame body using a method frame coil, and more specifically, it is stretched on a sloped ground such as a ground or a land surface and a slope such as a road. A coil for a legal frame is installed on a mesh body such as a wire mesh, and the coil for a legal frame is spread to spread a mortar or concrete from the coil for the legal frame installed on the grid to form a grid method. After forming a frame body, for example, a vegetation material consisting of plant seeds or organic soil is sprayed on the mesh in the lattice method frame to form a vegetation base layer to stabilize the slope or to improve the quality of vegetation. The present invention relates to a method for constructing a lattice method frame body using a method frame coil in which a thick layer of a base material is sprayed to green the inside of the lattice method frame body.

【0002】[0002]

【従来の技術】法面上に金網を敷設し、その上に鉄筋を
格子状に配筋して格子枠を形成した後アンカー打設を行
い、その上からモルタル又はコンクリート(以下、モル
タルと略称する)を吹付けて格子法枠を形成し、この格
子法枠内に厚層緑化基材を吹付けて緑化するソイルクリ
ート工法とよばれる簡易法枠緑化工法がある。この工法
は、法面を格子法枠にて保護し、緑化が可能な工法であ
ると共に施工性に優れているので多く設計されている。
2. Description of the Related Art A wire mesh is laid on a slope, reinforcing bars are arranged in a grid on the slope to form a grid frame, and then anchoring is performed, and mortar or concrete (hereinafter referred to as mortar is abbreviated). There is a simple method greening method called a soil cleat method in which a grid method frame is sprayed to form a grid method frame, and a thick layer greening base material is sprayed in the grid method frame for greening. This method is designed in many ways because it protects the slope with a lattice method frame and can be greened and has excellent workability.

【0003】しかしながら、格子法枠を形成する際、そ
の幅、高さ等を規定する目安が何もないために、格子法
枠の規格が統一されずにバラバラになり易く、品質管理
上の問題があった。
However, when forming a lattice method frame, there is no standard for defining the width, height, etc., so that the standards of the lattice method frame are not unified and are likely to fall apart, which is a problem in quality control. was there.

【0004】また、鉄筋の配筋位置が金網上であって低
いために格子法枠の枠強度がでないことと、無型枠であ
るために形成した格子法枠にクラックが発生し易いこと
も問題であった。
Further, since the reinforcing bar is located on the wire mesh at a low position, the frame strength of the lattice method frame is not good, and the formed lattice method frame is apt to be cracked due to the non-form frame. It was a problem.

【0005】そこで、近年、それらの問題点を解決する
ために、上述した金網型の格子法枠よりも簡易なコイル
を法枠として使用してモルタル吹付けにより格子法枠体
を施工する簡易法枠緑化工法が提案されている〔実公平
3−20351号公報、特開平3−100230号公
報〕。
Therefore, in recent years, in order to solve these problems, a simple method of constructing a lattice method frame body by mortar spraying using a coil simpler than the above-mentioned wire mesh type lattice method frame as a method frame. A frame greening method has been proposed [Japanese Utility Model Publication No. 3-20351, Japanese Patent Application Laid-Open No. 3-100230].

【0006】この法枠用コイルを使用した工法は、法面
上に金網などの網状体を設置し、その上にコイル断面が
円形形状、四角形形状、三角形形状等の法枠用コイルを
設置し、この法枠用コイルを展延させることにより格子
状に設置し、その上に1〜3本の鉄筋を配筋した後格子
状に設置された法枠用コイルの上からモルタル又はコン
クリートを吹付けて格子法枠体を形成するようにしたも
のであり、上記したソイルクリート工法の欠点である、
(1)格子法枠の規格が決められないこと、(2)鉄筋
を上部に配筋できないので枠強度がでないこと、(3)
無型枠であるために形成した格子法枠にクラックが入り
やすいことといった欠点を解決できることから優れた工
法と言える。
In the construction method using the coil for the legal frame, a mesh-like body such as a wire mesh is installed on the slope, and a coil for the legal frame having a circular, rectangular, or triangular cross section is installed on the mesh. , Spread the coil for the method frame and install it in a lattice shape, and after arranging 1 to 3 reinforcing bars on it, blow mortar or concrete from the coil for the method frame installed in the lattice shape. It is something that is attached to form a lattice method frame body, which is a drawback of the soil cleat construction method described above.
(1) The standard of the lattice method frame cannot be determined, (2) The strength of the frame is not good because the reinforcing bar cannot be arranged on the upper part, (3)
Since it is a moldless frame, it can be said to be an excellent method because it can solve the drawback that cracks easily form in the formed lattice method frame.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、この法
枠用コイル(以下、コイルという)を使用した工法にあ
っても、前者の公報では、鉄筋を配置する際、鉄筋を持
ち上げながらコイルに針金で結束して単にコイルに鉄筋
を針金等で括りつけたり、一方、後者の公報では、別に
鉄筋保持具を使用して、枠の中心部に位置させるという
配筋方法であるため、鉄筋の配筋位置がバラバラで規格
化されておらず、該配筋位置を正確に決められないこと
から、鉄筋の位置決めが不安定であり、品質管理上の問
題があった。また、配筋作業が容易ではなかった。
However, even in the construction method using this coil for the legal frame (hereinafter, referred to as coil), in the former publication, when the reinforcing bar is arranged, the coil is covered with wire while lifting the reinforcing bar. On the other hand, in the latter publication, the reinforcing bar is placed in the center of the frame by bundling and simply tying the reinforcing bar to the coil with wire etc. However, since the positions of the reinforcing bars cannot be accurately determined and the positions of the reinforcing bars cannot be accurately determined, the positioning of the reinforcing bars is unstable and there is a problem in quality control. Also, the work of arranging was not easy.

【0008】本発明は以上のような問題に鑑みてなした
もので、その目的は、鉄筋の配筋位置を規格化して配筋
作業を容易にできる法枠用コイルを使用する格子法枠体
の施工方法を提供することにある。
The present invention has been made in view of the above problems, and an object thereof is a lattice method frame body using a method frame coil which can standardize the reinforcing bar position and facilitate the reinforcing bar work. To provide a construction method of.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するた
め、本発明の法枠用コイルを使用する格子法枠体の施工
方法は、法面上に法枠用コイルを展延させることにより
格子状に設置し、該法枠用コイルの上からモルタル又は
コンクリートを吹付けて格子法枠体を形成するに際し
て、法面上への設置前に、凹型の屈曲部を前記法枠用コ
イルに形成し、前記法枠用コイル展延時に鉄筋を前記屈
曲部に載置させることにより鉄筋配筋を施すことからな
る。
In order to achieve the above object, a method for constructing a lattice method frame body using a coil for a legal frame according to the present invention is a method for extending a coil for a legal frame on a slope to form a lattice. In a rectangular shape, and when mortar or concrete is sprayed onto the method frame coil to form a lattice method frame, a concave bent portion is formed in the method frame coil before installation on the slope. Then, the reinforcing bar is arranged by placing the reinforcing bar on the bent portion when the coil for the normal frame is expanded.

【0010】また、本発明は、別の観点から、法面上へ
の設置前に、凹型の屈曲部を法枠用コイルに予め形成し
ておき、続いて、法面上に金網などの網状体を設置し、
更に、法面上へ前記法枠用コイルを展延させるととも
に、このコイル展延時に鉄筋を前記屈曲部に載置して鉄
筋配筋を施すことにより格子状に設置した該法枠用コイ
ルの上からモルタル又はコンクリートを吹付けて格子法
枠体を形成することからなる法枠用コイルを使用する格
子法枠体の施工方法を提供する。
In addition, from another point of view, the present invention forms a concave bent portion in a coil for a frame in advance before installation on the slope, and subsequently, a mesh-like structure such as a wire mesh on the slope. Put up the body,
Further, the coil for the frame of law is spread on the slope, and at the time of the coil spreading, the reinforcing bar is placed on the bent portion and the reinforcing bar is arranged to rebar. Provided is a method for constructing a lattice method frame body using a method frame coil, which comprises spraying mortar or concrete from above to form a lattice method frame body.

【0011】本発明における法枠用コイルとしては、鉄
筋配筋位置が2箇所の場合、いわゆる、鉄筋2本配筋を
施す際には、図3に示すように、例えば、四角形形状の
芯材部分3からなる四角形コイル1では凹型の屈曲部
4,5をコイル上部の左右対象位置に2箇所設けるのが
好ましく、また、鉄筋配筋位置が4箇所の場合、いわゆ
る、鉄筋4本配筋を施す際には、図8に示すように、例
えば、四角形コイルでは、芯材部分33の上部、下部に
それぞれ凹型の屈曲部34,35、36,37を左右対
象位置に2箇所ずつ設けるのが好ましい。
As the coil for the legal frame in the present invention, when there are two reinforcing bar positions, when a so-called two reinforcing bar is arranged, as shown in FIG. 3, for example, a quadrangular core material is used. In the quadrangular coil 1 including the portion 3, it is preferable to provide concave bent portions 4 and 5 at two positions on the upper and lower sides of the coil at symmetrical positions. Further, when the reinforcing bar reinforcement positions are four positions, so-called four reinforcing bar reinforcements are used. When applying, as shown in FIG. 8, for example, in the case of a rectangular coil, two concave bent portions 34, 35, 36, 37 are provided at upper and lower portions of the core material portion 33 at left and right symmetrical positions, respectively. preferable.

【0012】更に、円形コイルの変形例として、図9に
示すように、凹型の屈曲部39、40,41をコイル最
上位置に1箇所設け、芯材部分38上部の左右対象位置
にそれぞれ設けるのが好ましい。
Further, as a modified example of the circular coil, as shown in FIG. 9, concave bent portions 39, 40 and 41 are provided at one position at the uppermost position of the coil, and are respectively provided at right and left symmetrical positions above the core material portion 38. Is preferred.

【0013】本発明において、凹型の屈曲部を有する法
枠用コイルを法面上へ設置するには、まず、図4に示す
ように、法面6上に設置された金網などの網状体7に、
例えば、格子状に配筋が施された一対の鉄筋8,9に沿
って、その上に前記法枠用コイル1を展延させる。この
際、一対の鉄筋8,9は、網状体7を介して法面6に主
アンカー10(図2参照)ですでに固定されている。続
いて、図5に示すように、このコイル展延時に鉄筋1
1,12を前記屈曲部4,5に載置させる前に、展延し
たコイル1を補助アンカー13で各芯材部分3が所定間
隔になるよう仮り止めを施し(図2参照)、しかる後、
鉄筋11,12を屈曲部4,5に載置させるものである
(図6参照)。このようにして格子状に法枠用コイル1
を設置し、各格子枠15a内を養生シート17で覆った
後、法枠用コイル1の上からモルタル又はコンクリート
14を吹付けて格子法枠体15を形成する(図7参
照)。
In the present invention, in order to install the coil for the method frame having the concave bent portion on the slope, first, as shown in FIG. 4, a net-like body 7 such as a wire mesh installed on the slope 6 is provided. To
For example, along the pair of reinforcing bars 8 and 9 in which grid-like reinforcing bars are arranged, the coil 1 for the method frame is spread thereon. At this time, the pair of reinforcing bars 8 and 9 are already fixed to the slope 6 via the mesh 7 by the main anchor 10 (see FIG. 2). Then, as shown in FIG.
Prior to placing 1 and 12 on the bent portions 4 and 5, the expanded coil 1 is temporarily fixed by auxiliary anchors 13 so that each core material portion 3 has a predetermined interval (see FIG. 2). ,
The reinforcing bars 11 and 12 are placed on the bent portions 4 and 5 (see FIG. 6). In this way, the grid 1 for the frame 1
Is installed, and after covering each lattice frame 15a with a curing sheet 17, mortar or concrete 14 is sprayed from above the method frame coil 1 to form the lattice method frame body 15 (see FIG. 7).

【0014】[0014]

【作用】鉄筋を載置したときに保持できる程度の大きさ
の凹型の屈曲部を、法面上への設置前に法枠用コイルに
形成し、コイル展延時に鉄筋を前記屈曲部に載置させる
ようにしたので、鉄筋の配筋位置を正確に決定できて規
格化できるとともに、法枠用コイルを法面上に展延して
も、従来のように、単にコイルに鉄筋を針金等で括りつ
けたり、別途鉄筋保持具を使用して、コイルの中心部に
位置させるという手間のかかる方法に比して、鉄筋を前
記屈曲部に保持しながら配筋できるため、配筋作業を容
易にできるとともに、鉄筋の位置決めの安定化を図るこ
とができる。しかも、法枠用コイルは法面の凹凸に容易
に沿うため、法面表面の変化に合わせて鉄筋を曲げるこ
とにより、地山などの傾斜地盤や土地造成地及び道路な
どの法面に密着した法枠を構築できる。
[Operation] A concave bent portion that is large enough to hold the rebar when it is placed is formed in the coil for the legal frame before installation on the slope, and the rebar is placed on the bent portion when the coil is spread. Since it is placed, it is possible to accurately determine the bar arrangement position of the reinforcing bar and standardize it, and even if the coil for the legal frame is spread on the slope, just as in the conventional way, simply install the reinforcing bar on the coil with wire etc. As compared to the labor-intensive method of bundling with or using a separate reinforcing bar holder to position it in the center of the coil, it is possible to arrange the reinforcing bar while holding it in the bent part, so the reinforcing work is easy. In addition, the positioning of the reinforcing bar can be stabilized. Moreover, since the coil for the slope frame easily conforms to the unevenness of the slope surface, by bending the reinforcing bar according to the change of the slope surface, it can be adhered closely to the slope ground such as the ground and land slopes and road slopes. You can build a legal framework.

【0015】[0015]

【実施例】以下、本発明の実施例について説明する。な
お、本発明はそれによって限定を受けるものではない。
図1〜図3において、四角形コイル(法枠用コイル)1
は、一本の鉄線(芯材)2を螺旋状に巻いて断面略四角
形形状を有する芯材部分3を形成してなり、屈曲部4,
5が、芯材部分3の上部の鉄筋配筋位置に鉄線2を加工
することにより凹型に形成されている。
EXAMPLES Examples of the present invention will be described below. However, the present invention is not limited thereby.
1 to 3, a rectangular coil (coil for a legal frame) 1
Is formed by winding one iron wire (core material) 2 in a spiral shape to form a core material portion 3 having a substantially quadrangular cross section.
5 is formed in a concave shape by processing the iron wire 2 at the reinforcing bar arrangement position above the core material portion 3.

【0016】更に、鉄筋2本配筋を施すために、図3に
示すように、例えば、屈曲部4,5を芯材部分3の上部
の左右対象位置に2箇所設けてある。
Further, in order to apply two reinforcing bars, for example, as shown in FIG. 3, bent portions 4 and 5 are provided at two positions on the upper and lower portions of the core material portion 3 at symmetrical positions.

【0017】そして、凹型の屈曲部4,5を有する四角
形コイル1を法面6上へ設置するには、まず、図4に示
すように、法面6上に設置された金網などの網状体7
に、例えば、格子状に配筋が施された一対の鉄筋8,9
に沿って、その上に四角形コイル1を展延させる。この
際、一対の鉄筋8,9は、網状体7を介して法面6に主
アンカー10ですでに固定されている。続いて、図5に
示すように、このコイル展延時に鉄筋11,12を屈曲
部4,5に載置させる前に、展延したコイル1を補助ア
ンカー13で各芯材部分3が所定間隔になるよう仮り止
めを施し(図2参照)、しかる後、鉄筋11,12を屈
曲部4,5に載置させるものである(図6参照)。この
ようにして格子状に法枠用コイル1を設置し、各格子枠
15a内を養生シート17で覆った後、法枠用コイル1
の上からモルタル又はコンクリート14を吹付けて格子
法枠体15を形成する(図7参照)。
In order to install the rectangular coil 1 having the concave bent portions 4 and 5 on the slope 6, first, as shown in FIG. 4, a net-like body such as a wire mesh installed on the slope 6 is provided. 7
, For example, a pair of reinforcing bars 8 and 9 arranged in a grid pattern.
A rectangular coil 1 is spread along it. At this time, the pair of reinforcing bars 8 and 9 are already fixed to the slope 6 by the main anchor 10 via the mesh 7. Then, as shown in FIG. 5, before the reinforcing bars 11 and 12 are placed on the bent portions 4 and 5 during the coil expansion, the expanded coil 1 is separated by the auxiliary anchors 13 so that the core portions 3 are spaced at predetermined intervals. After that, the reinforcing bars 11 and 12 are placed on the bent portions 4 and 5 (see FIG. 6). In this way, the law frame coils 1 are installed in a lattice shape, and after covering the inside of each lattice frame 15a with the curing sheet 17, the law frame coils 1 are formed.
Mortar or concrete 14 is sprayed from above to form a lattice method frame body 15 (see FIG. 7).

【0018】また、完成された格子法枠体15内には、
例えば、格子法枠体15内の網状体7に植物種子や有機
客土などから成る植生材料を吹付けて植生基盤層を形成
し法面を安定させたり、良質植生基材16を厚層吹付け
して格子法枠体15内を緑化させることができる。
In the completed lattice method frame 15,
For example, a vegetation material composed of plant seeds or organic soil is sprayed on the mesh 7 in the lattice method frame 15 to form a vegetation base layer to stabilize the slope, or a good quality vegetation substrate 16 is sprayed in a thick layer. The inside of the lattice method frame 15 can be attached to make it green.

【0019】このように本実施例では、四角形コイル1
の屈曲部4,5に鉄筋11,12を容易な作業で保持で
きて確実に位置決めできるので、施工性に優れていると
ともに、法枠として用いる四角形コイル1の品質管理を
維持できる。
As described above, in this embodiment, the rectangular coil 1
Since the reinforcing bars 11 and 12 can be held in the bent portions 4 and 5 by an easy work and can be reliably positioned, the workability is excellent and the quality control of the rectangular coil 1 used as the legal frame can be maintained.

【0020】なお、本発明は、更に別の観点から、法面
上に設置した後、展延させることにより格子状に設置
し、続いて、モルタル又はコンクリートを吹付けて格子
法枠体を形成するための法枠用コイルであって、一本の
芯材を螺旋状に巻いて断面略四角形形状、台形形状、円
形形状、半円形形状、三角形形状のいずれかを有する芯
材部分を形成してなり、いずれの形状の芯材部分におい
ても少なくとも上部の鉄筋配筋位置に前記芯材を加工す
ることにより凹型に屈曲部が形成されている法枠用コイ
ルを提供できる。
In addition, from another point of view, the present invention installs on a slope and then spreads it to install it in a lattice shape, and then sprays mortar or concrete to form a lattice method frame. In a coil for a method frame, a single core material is spirally wound to form a core material portion having a substantially square cross section, a trapezoidal shape, a circular shape, a semicircular shape, or a triangular shape. It is possible to provide a coil for a method frame in which a bent portion is formed in a concave shape by processing the core material in at least the upper reinforcing bar arrangement position in any shape of the core material portion.

【0021】[0021]

【発明の効果】以上説明したように、本発明では、鉄筋
を載置したときに保持できる程度の大きさの凹型の屈曲
部を、法面上への設置前に法枠用コイルに形成し、コイ
ル展延時に鉄筋を前記屈曲部に載置させるようにしたの
で、鉄筋の配筋位置を正確に決定できて規格化できると
ともに、法枠用コイルを法面上に展延しても、従来のよ
うに、単にコイルに鉄筋を針金等で括りつけたり、別途
鉄筋保持具を使用して、コイルの中心部に位置させると
いう手間のかかる方法に比して、鉄筋を前記屈曲部に保
持しながら配筋できるため、配筋作業を容易にできると
ともに、鉄筋の位置決めの安定化を図ることができ、法
枠として用いる法枠用コイルの品質管理を維持できる。
しかも、法枠用コイルは法面の凹凸に容易に沿うため、
法面表面の変化に合わせて鉄筋を曲げることにより、地
山などの傾斜地盤や土地造成地及び道路などの法面に密
着した法枠を構築できる。
As described above, according to the present invention, a concave bent portion having a size large enough to hold a reinforcing bar placed thereon is formed in a coil for a legal frame before installation on a slope. Since the reinforcing bar is placed on the bent portion when the coil is expanded, the reinforcing bar position can be accurately determined and standardized, and even when the coil for the legal frame is expanded on the slope, Compared to the conventional method of simply tying the reinforcing bar to the coil with wire etc. or using a separate reinforcing bar holder to position it at the center of the coil, the reinforcing bar is held in the bent part. Since the reinforcement can be arranged, the reinforcement work can be facilitated, the positioning of the reinforcement can be stabilized, and the quality control of the coil for the legal frame used as the legal frame can be maintained.
Moreover, since the coil for the legal frame easily follows the unevenness of the slope,
By bending the reinforcing bars according to changes in the slope surface, it is possible to construct a slope frame that is closely attached to slopes such as natural ground, land reclamation sites and road slopes.

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

【図1】本発明の一実施例を説明するための要部構成説
明図である。
FIG. 1 is an explanatory diagram of a main part configuration for explaining an embodiment of the present invention.

【図2】上記実施例における要部構成説明図である。FIG. 2 is an explanatory diagram of a main part configuration in the embodiment.

【図3】上記実施例で使用する法枠用コイルを示す要部
構成説明図である。
FIG. 3 is an explanatory diagram of a main part configuration showing a method frame coil used in the above-described embodiment.

【図4】上記実施例における施工方法の1つの作業過程
を説明するための構成説明図である。
FIG. 4 is a configuration explanatory view for explaining one work process of the construction method in the above embodiment.

【図5】上記実施例における施工方法の別の作業過程を
説明するための構成説明図である。
FIG. 5 is a configuration explanatory view for explaining another work process of the construction method in the above-mentioned embodiment.

【図6】上記実施例における施工方法の更に別の作業過
程を説明するための構成説明図である。
FIG. 6 is a configuration explanatory view for explaining still another work process of the construction method in the above-mentioned embodiment.

【図7】上記実施例における施工方法の最終作業過程を
説明するための全体構成説明図である。
FIG. 7 is an overall configuration diagram for explaining a final work process of the construction method in the above embodiment.

【図8】上記実施例で使用する法枠用コイルの変形例を
示す要部構成説明図である。
FIG. 8 is an explanatory diagram of a main part configuration showing a modified example of a coil for a legal frame used in the above-described embodiment.

【図9】上記実施例で使用する法枠用コイルの更なる変
形例を示す要部構成説明図である。
FIG. 9 is an explanatory diagram of a main part configuration showing a further modified example of the coil for a legal frame used in the above-described embodiment.

【符号の説明】[Explanation of symbols]

1…四角形コイル(法枠用コイル)、2…一本の鉄線
(芯材)、3…芯材部分、4,5…屈曲部、6…法面、
7…網状体、11,12…鉄筋、14…モルタル又はコ
ンクリート、15…格子法枠体。
1 ... Square coil (coil for method frame), 2 ... One iron wire (core material), 3 ... Core material part, 4, 5 ... Bending part, 6 ... Slope,
7 ... Reticulated body, 11, 12 ... Reinforcing bar, 14 ... Mortar or concrete, 15 ... Lattice method frame.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 法面上に法枠用コイルを展延させること
により格子状に設置し、該法枠用コイルの上からモルタ
ル又はコンクリートを吹付けて格子法枠体を形成するに
際して、法面上への設置前に、凹型の屈曲部を前記法枠
用コイルに形成し、前記法枠用コイル展延時に鉄筋を前
記屈曲部に載置させることにより鉄筋配筋を施すことか
らなる法枠用コイルを使用する格子法枠体の施工方法。
1. A method for forming a lattice method frame by forming a method frame coil by spreading the method frame coil on a slope and spraying mortar or concrete onto the method frame coil. Before installation on a surface, a method comprising forming a concave bent portion in the coil for the method frame, and placing reinforcing bars on the bent portion when the coil for the method frame is spread to give reinforcing bar reinforcement Construction method of the lattice method frame body using the frame coil.
【請求項2】 法面上への設置前に、凹型の屈曲部を法
枠用コイルに予め形成しておき、続いて、法面上に金網
などの網状体を設置し、更に、法面上へ前記法枠用コイ
ルを展延させるとともに、このコイル展延時に鉄筋を前
記屈曲部に載置して鉄筋配筋を施すことにより格子状に
設置した該法枠用コイルの上からモルタル又はコンクリ
ートを吹付けて格子法枠体を形成することからなる法枠
用コイルを使用する格子法枠体の施工方法。
2. A recessed bent portion is formed in advance on the slope coil before installation on the slope, and subsequently a mesh body such as a wire mesh is installed on the slope, and the slope is further formed. While extending the coil for the above-mentioned method frame, at the time of this coil extension, mortar or A method for constructing a lattice method frame body using a coil for a method frame, which comprises spraying concrete to form a lattice method frame body.
JP5340859A 1993-12-08 1993-12-08 Construction method of lattice method frame body using coil for method frame Expired - Lifetime JP2549056B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5340859A JP2549056B2 (en) 1993-12-08 1993-12-08 Construction method of lattice method frame body using coil for method frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5340859A JP2549056B2 (en) 1993-12-08 1993-12-08 Construction method of lattice method frame body using coil for method frame

Publications (2)

Publication Number Publication Date
JPH07158076A true JPH07158076A (en) 1995-06-20
JP2549056B2 JP2549056B2 (en) 1996-10-30

Family

ID=18340971

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5340859A Expired - Lifetime JP2549056B2 (en) 1993-12-08 1993-12-08 Construction method of lattice method frame body using coil for method frame

Country Status (1)

Country Link
JP (1) JP2549056B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1143945A (en) * 1997-07-29 1999-02-16 Nittoc Constr Co Ltd Slope stabilizing construction method
JP7028421B1 (en) * 2021-11-12 2022-03-02 Pump Man株式会社 Road surface molding auxiliary member and road surface molding method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1143945A (en) * 1997-07-29 1999-02-16 Nittoc Constr Co Ltd Slope stabilizing construction method
JP7028421B1 (en) * 2021-11-12 2022-03-02 Pump Man株式会社 Road surface molding auxiliary member and road surface molding method

Also Published As

Publication number Publication date
JP2549056B2 (en) 1996-10-30

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