JPH07331664A - Slope frame coil, and constructing method for slope frame body in grating employing slope frame coil - Google Patents

Slope frame coil, and constructing method for slope frame body in grating employing slope frame coil

Info

Publication number
JPH07331664A
JPH07331664A JP15649894A JP15649894A JPH07331664A JP H07331664 A JPH07331664 A JP H07331664A JP 15649894 A JP15649894 A JP 15649894A JP 15649894 A JP15649894 A JP 15649894A JP H07331664 A JPH07331664 A JP H07331664A
Authority
JP
Japan
Prior art keywords
coil
mortar
frame
width
method frame
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
JP15649894A
Other languages
Japanese (ja)
Other versions
JP2717508B2 (en
Inventor
Kaname Hori
要 堀
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 JP6156498A priority Critical patent/JP2717508B2/en
Publication of JPH07331664A publication Critical patent/JPH07331664A/en
Application granted granted Critical
Publication of JP2717508B2 publication Critical patent/JP2717508B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To improve efficiency in execution of work by a method wherein coils in rectangular section, each formed by winding spirally a single core matereial, are arranged in grating and are covered with mortar sprayed thereto. CONSTITUTION:A coil 1 for slope frame is extended on a net-like body 5 such as a wire netting laid on a side slope 4. A reinforcement 6 is provided at a specified height on the coil 1, and the coils 1 are arranged in grating. After the inside of frames of the grating is protected, being covered with curing sheets, a slope frame body in grating is formed with mortar or concrete 9 sprayed to the coils 1. Spray of mortar to the coils 1 is made in the standard width, exactly the same as the width of the coil. Furthermore, a measuring pin 7 is used so that the thickness of mortar spraying becomes exactly the same as the standard thickness. Thereby, the height of the slope frame body can be lowered within the restriction of specified thickness of covering as the height of the coil is not so high as compared with conventional coils in circular or triangular section. As construction is executed in conformity with the width of the coil, frame bodies corresponding to the standard can be easily constructed.

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および法枠
用コイルを使用する格子法枠体の施工方法に関し、たと
えば、地山などの傾斜地盤や土地造成地及び道路などの
法面上に張設したラス金網などの網状体の上に設置さ
れ、展延させることにより格子状に設置した後モルタル
又はコンクリ−トを吹付けて格子法枠体を形成し、この
後、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ための法枠用コイル及び法枠用コ
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 coil and a method of constructing a lattice method frame body using the method frame coil, for example, on a sloped ground such as a ground, a land reclamation site and a road surface. It is installed on a net-like body such as a lath wire net stretched over the wire and installed in a lattice shape by spreading, and then mortar or concrete is sprayed to form a lattice method frame body, and then the lattice method is applied. The vegetation material consisting of plant seeds and organic soil is sprayed on the net in the frame to form a vegetation base layer to stabilize the slope, or a good quality vegetation base material is sprayed in a thick layer to form the lattice method frame. And a method for constructing a lattice method frame body using the method frame coil for greening the method.

【0002】[0002]

【従来の技術】法面状に金網を敷設し、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−打設を行
い、その上からモルタル又はコンクリ−ト(以下、単に
モルタルという)を吹付けて格子法枠体を形成し、この
格子法枠体内に厚層緑化基材を吹付けて緑化するソイル
クリ−ト工法とよばれる簡易法枠緑化工法がある。この
工法は、法面を格子法枠体にて保護し、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 on the wire mesh to form a grid frame, and then anchor casting is carried out, and then mortar or concrete (hereinafter, There is a simple method greening method called a soil crete method in which a lattice method frame is sprayed to form a lattice method frame body, and a thick layer greening base material is sprayed into the lattice 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、格子法枠体を形成する際、
その幅、高さ等を規定する目安が何もないために、格子
法枠体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 the lattice method frame,
Since there is no standard for defining the width, the height, etc., the standards of the lattice method frame are not unified and are likely to fall apart, which causes a problem in quality control.

【0004】また、鉄筋の配筋位置が金網上であって低
いために格子法枠体の枠強度がでないことと、無形枠で
あるために形成した格子法枠体にクラックが発生し易い
ことも問題であった。
In addition, since the reinforcing bar is located on the wire mesh and is low, the frame strength of the lattice method frame body is not good, and the formed lattice method frame body is easily cracked because it is an intangible frame. Was also a problem.

【0005】そこで、近年、それらの問題点を解決する
ために、金網形型枠を用いることなく該金網形型枠の格
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
昭57−187427号公報]。
Therefore, in recent years, in order to solve these problems, by using a coil simpler than the grid method frame of the wire mesh form as the method frame without using the wire mesh form, spraying with mortar A simple method for greening a method frame for constructing a lattice method frame body has been proposed [Japanese Utility Model Publication No. 3-20351, Japanese Patent Application Laid-Open No. 57-187427].

【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、三角形形状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−
ト工法の欠点である、(1) 鉄筋を形成する法枠の上部に
配筋できないので枠強度がでないこと、(2) 無枠体であ
るために形成した格子法枠体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いえ
る。
According to the method of construction using the coil for the legal frame, a mesh-like body such as a wire net is installed on the slope, and the coil for the legal frame having a circular or triangular cross section is installed on the mesh. Coil for installation is installed in a lattice shape, 1 to 3 reinforcing bars are laid on the coil, and then mortar is sprayed from above the coil for the method frame installed in a lattice shape to form a grid method frame body. The above-mentioned soil clear
One of the drawbacks of the construction method is that (1) the strength of the frame is not good because it cannot be laid on the upper part of the method frame that forms the reinforcing bars, and (2) the lattice method frame that is formed because it is unframed tends to crack It can be said to be an excellent construction method because it can solve such drawbacks.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、前記し
たソイルクリート工法は、下端幅が30〜35cmで高
さが10〜15cmの半円弧状の法枠体であり、上記の
法枠用コイル(以下、コイルという)の形状に吹付ける
モルタル等をあわせようとすると、下端の吹付幅と吹付
け高さが同じになるために、必要以上に大きな法枠体と
なってしまい不経済である。また、現在の土木基準にお
いては、所要強度の法枠体を得るための品質基準とし
て、鉄筋の腐食による法枠体の強度低下を防ぐという意
味から、鉄筋を覆うモルタルの厚さを5cm以上にする
こと(これをカブリ厚という)が義務づけられており、
コイルの外側に鉄筋を配設する従来のコイルによる法枠
体では、カブリ厚をどの面からも5cm以上とろうとす
ると、どうしても法枠体の幅を多くとる必要があり、高
さ10cm程度のコイルでは幅も同じであることから、
その吹付幅を規定することができなかった。
However, the above-mentioned soil cleat construction method is a semi-circular arc-shaped frame body having a lower end width of 30 to 35 cm and a height of 10 to 15 cm. , And a mortar to be sprayed to the shape of the coil), the spraying width and spraying height at the lower end are the same, resulting in an unnecessarily large framing body, which is uneconomical. In addition, in the current civil engineering standards, as a quality standard for obtaining a legal frame with a required strength, the thickness of the mortar covering the reinforcing bar is set to 5 cm or more in order to prevent the strength of the legal frame from decreasing due to corrosion of the reinforcing bar. It is mandatory to do this (this is called fog thickness),
In the conventional coil frame body in which reinforcing bars are arranged outside the coil, if the fog thickness is to be 5 cm or more from any surface, it is necessary to increase the width of the frame body, and the coil height is about 10 cm. Since the width is the same,
The spray width could not be specified.

【0008】したがって、従来のコイルを使用した工法
にあっては、コイル断面が円形形状、三角形形状のコイ
ルを用いているので、規定された格子法枠体の幅を満た
そうとすると、コイルの高さが必要以上に高くなり、幅
方向において5cm以上のカブリ厚をとろうとすると、
とてつもない大きさの法枠体にならざるをえなかった。
Therefore, in the conventional method using a coil, since the coil having a circular cross section or a triangular shape is used, if the width of the specified lattice method frame is tried to be satisfied, If the height is unnecessarily high and you try to obtain a fog thickness of 5 cm or more in the width direction,
There was no choice but to create a tremendous size legal framework.

【0009】すなわち、円形コイルを用いて格子法枠体
Aを形成するには、図7に示すように、まず、法面50
上に設置されたラス金網などの網状体(図示せず)に、
例えば、円形形状のコイル断面を有する円形コイル51
を展延させる。このコイル展延時に鉄筋52,53を円
形コイル51上の所定の高さBの位置に浮設させ、格子
状にコイル51を設置し、続いて、各格子枠(図示せ
ず)内を養生シ−トで覆った後、コイル51の上からモ
ルタル54を吹付けて格子法枠体Aを形成する。この
際、コイル51の円形形状に沿って規定の吹付厚h(例
えば、5cm・・・カブリ厚)になるまでモルタル54
を吹付けると、鉄筋52,53は高さ方向においては上
端からも地上部からも前記規定の吹付厚hを満たすよう
にモルタル層内に位置させることができるけれども、そ
の反面、前記コイル幅D通りにモルタルを吹付けたので
は吹付厚hをTで示す幅方向にはとることができないと
共に、下端の吹付幅Eについては、何も規定するものが
ないために吹付幅Eを格子法枠体Aの規格幅F通りにす
ることはできなかった。
That is, in order to form the lattice method frame A using the circular coil, as shown in FIG.
On a net-like body (not shown) such as a lath wire net installed above,
For example, a circular coil 51 having a circular coil cross section
Spread. At the time of this coil expansion, the reinforcing bars 52, 53 are floated at a predetermined height B on the circular coil 51, the coils 51 are installed in a grid shape, and subsequently, the inside of each grid frame (not shown) is cured. After covering with a sheet, mortar 54 is sprayed from above the coil 51 to form the lattice method frame A. At this time, the mortar 54 is formed along the circular shape of the coil 51 until a prescribed spray thickness h (for example, 5 cm ... Fog thickness) is achieved.
The reinforcing bars 52 and 53 can be positioned in the mortar layer so as to satisfy the specified spraying thickness h from the upper end and the ground portion in the height direction, but on the other hand, the coil width D If the mortar is sprayed as it is, the spray thickness h cannot be taken in the width direction indicated by T, and the spray width E at the lower end is not specified. It was not possible to obtain the standard width F of the body A.

【0010】このことは、円形コイル51と同様のコイ
ルの高さが必要以上に高い、コイル断面が三角形形状
で、コイル幅Hの三角形コイル55(図8参照)を用い
て格子法枠体Aを形成した場合にも、規定の吹付厚hを
維持しようとすると高さ方向(C方向)においては吹付
厚hを得ることはできるけれども、その反面、コイル幅
H通りにモルタル54を吹付けても吹付厚hを幅方向
(T方向)にとることはできず、また、下端の吹付幅E
については、何も規定するものがないために、吹付幅E
を格子法枠体Aの規格幅F通りにすることはできなかっ
た。
This is because the height of a coil similar to the circular coil 51 is unnecessarily high, and a triangular coil 55 (see FIG. 8) having a triangular coil cross section and a coil width H is used to form a lattice method frame A. Even when the mortar 54 is formed, although it is possible to obtain the blast thickness h in the height direction (C direction) when trying to maintain the prescribed blast thickness h, on the other hand, the mortar 54 is blasted according to the coil width H. The spray thickness h cannot be set in the width direction (T direction), and the spray width E at the lower end
For, there is nothing to specify, so the spray width E
Could not be set to the standard width F of the lattice method frame A.

【0011】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、金網形型枠を用いることなく規格
通りのモルタルの吹付厚(カブリ厚)および吹付幅を同
時に得ることができる法枠用コイルおよび法枠用コイル
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 to simultaneously obtain a spray thickness (fog thickness) and a spray width of mortar according to the standard without using a wire mesh form. It is possible to provide a coil for a legal frame and a method for constructing a lattice method frame body using the coil for a legal frame.

【0012】[0012]

【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は、法面上に張設された網状
体上に展延させることにより格子状に設置し、モルタル
又はコンクリ−トを吹付けて格子法枠体を形成する法枠
用コイルにおいて、一本の芯材螺旋状に巻いて断面が長
方形形状を有する芯材部分を形成してなるコイルで構成
されたことを特徴とする。
In order to achieve the above object, the coil for a legal frame of the present invention is installed in a lattice shape by being spread on a mesh body stretched on the slope, and the mortar or A method frame coil in which concrete is sprayed to form a lattice method frame body, which is formed by a coil formed by winding one core material spirally to form a core material portion having a rectangular cross section. Is characterized by.

【0013】また、本発明は、別の観点から、法面上
に、一本の芯材を螺旋状に巻いて断面が長方形形状を有
する芯材部分を形成してなる法枠用コイルを展延させる
ことにより格子状に設置し、前記法枠用コイルの上から
モルタル又はコンクリ−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 extends a coil for a method frame, in which a single core material is spirally wound on a slope to form a core material portion having a rectangular cross section. Installation of a lattice method frame body using a coil for a legal frame, which is installed in a lattice form by extending, and sprays mortar or concrete from above the coil for the legal frame to form a lattice method frame body. Provide a way.

【0014】[0014]

【作用】法枠用コイルとして一本の芯材を螺旋状に巻い
て断面が長方形形状を有する芯材部分を形成してなるコ
イルを用いていることから、この法枠用コイルの方が、
従来のようなコイル断面が円形形状、三角形形状のコイ
ルに比して、コイルの高さが必要以上に高くなることは
ない。したがって、本発明においては、コイル展延時に
鉄筋を法枠用コイル上の所定の高さの位置に浮設させ、
法枠用コイルの上からコイル幅通りモルタルを吹付けて
も、高さが必要以上に高くなることがなく、円形形状や
三角形形状に沿ってモルタル等を吹付けることによって
モルタルの層がはみ出してしまうという従来の問題点を
回避でき、企画幅通りの法枠体を形成できる。
As the coil for the method frame, a coil formed by spirally winding one core material to form a core material portion having a rectangular cross section is used.
The height of the coil does not become unnecessarily high as compared with the conventional coil having a circular or triangular cross section. Therefore, in the present invention, when the coil is spread, the reinforcing bar is floated at a predetermined height position on the method frame coil,
Even if the mortar is sprayed from above the coil for the legal frame in the width of the coil, the height does not become unnecessarily high.By spraying the mortar along the circular shape or the triangular shape, the mortar layer protrudes. It is possible to avoid the conventional problem of being overwhelmed, and to form a legal frame as planned.

【0015】その後、規格通りのモルタルの吹付厚(カ
ブリ厚)になるように、例えば検測ピンを用いること
で、この検測ピンに合わせてモルタル等を吹付けるだけ
で、鉄筋を、高さ方向において上端からも地上部からも
規定の吹付厚を満たすようにモルタル等の枠内に位置さ
せることができる。
After that, by using, for example, a measuring pin so that the mortar has a spray thickness (fog thickness) according to the standard, simply by spraying mortar or the like according to this measuring pin, the reinforcing bar is raised. In the direction, it can be positioned in the frame of mortar or the like so as to satisfy the specified spray thickness from both the upper end and the ground portion.

【0016】要するに、現在の土木基準においては、所
要強度の法枠対を得るための品質基準として、鉄筋の腐
食による法枠体の強度低下を防ぐという意味から、鉄筋
を覆うモルタルの厚さを5cm以上にすること(カブリ
厚)が義務づけられてており、コイルの外側に鉄筋を配
設する従来の円形や三角形のコイルによる法枠体では、
カブリ厚をどの面からも5cm以上とろうとすると、ど
うしても法枠体の幅を多くとる必要があり、高さ10c
m程度のコイルでは下端の吹付幅を規定することができ
なかったという従来の欠点を本発明は回避できる。
In short, in the current civil engineering standards, the thickness of the mortar covering the reinforcing bar is defined as a quality standard for obtaining the legal frame pair of the required strength, in order to prevent the strength of the legal frame body from being deteriorated due to the corrosion of the reinforcing bar. It is mandatory to have a thickness of 5 cm or more (fog thickness), and in a conventional frame body with a circular or triangular coil in which reinforcing bars are arranged outside the coil,
If the fog thickness is to be 5 cm or more from any surface, it is necessary to increase the width of the legal frame, and the height is 10c.
The present invention can avoid the conventional defect that the spray width at the lower end cannot be defined with a coil of about m.

【0017】[0017]

【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5は本発明の実施例を示す。図1〜図5におい
て、法枠用コイル1は、鉄線(芯材)2を螺旋状に巻い
て断面が長方形形状U(図4参照)を有する芯材部分3
を形成してなるコイルで構成されている。
EXAMPLES Examples of the present invention will be described below. However, the present invention is not limited thereby.
1 to 5 show an embodiment of the present invention. 1 to 5, in a coil 1 for a method frame, a core material portion 3 in which an iron wire (core material) 2 is spirally wound and a cross section has a rectangular shape U (see FIG. 4).
Is formed of a coil.

【0018】そして、長方形形状Uの法枠用コイル1を
用いて格子法枠体Aを形成するには、まず、図1、図2
および図5に示すように、法面4上に設置された金網な
どの網状体5に法枠用コイル1を展延させる。このコイ
ル展延時に鉄筋6を法枠用コイル1上の所定の高さB
(例えば、5cm)の位置(図2参照)に浮設させ、格
子状に法枠用コイル1を設置し(図5参照)、続いて、
各格子枠a,b,c,d(図5参照)内を養生シ−ト8
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(以下、単にモルタル等という)9を吹付けて
格子法枠体Aを形成する。
In order to form the lattice method frame A by using the rectangular frame coil 1 for the method frame, first, referring to FIGS.
As shown in FIG. 5 and FIG. 5, the coil 1 for the legal frame is spread on the mesh body 5 such as a wire mesh installed on the slope 4. When the coil is spread, the reinforcing bar 6 is placed at a predetermined height B
(For example, 5 cm) is floated at a position (see FIG. 2), and the method frame coil 1 is installed in a grid pattern (see FIG. 5).
Curing sheet 8 in each lattice frame a, b, c, d (see FIG. 5)
After covering with, the mortar or concrete (hereinafter, simply referred to as mortar) 9 is sprayed from above the method frame coil 1 to form the lattice method frame A.

【0019】この際、まず、法枠用コイル1の上からコ
イル幅D通りモルタル等9を吹付けて幅方向(T方向)
において規格通りの吹付幅(例えば、30cm)Eを得
る。すなわち前記吹付幅Eと格子法枠体Aの規格幅Fを
略一致させることができる。
At this time, first, a mortar 9 or the like having a coil width D is sprayed from above the method frame coil 1 in the width direction (T direction).
At, a spraying width (for example, 30 cm) E conforming to the standard is obtained. That is, the spray width E and the standard width F of the lattice method frame A can be made substantially equal.

【0020】その後、規格通りのモルタル等の吹付厚
(カブリ厚)hになるように、例えば、検測ピン7を用
いることで、この検測ピン7にあわせてモルタル等9を
吹付けるだけで、鉄筋6を高さ方向(C方向)におい
て、上端からも地上部からも規定の吹付厚hを満たすよ
うにモルタル等の枠内に位置させることができる。
After that, by using, for example, the inspection pin 7 so that the spray thickness (fog thickness) h of the mortar or the like conforms to the standard, it is only necessary to spray the mortar 9 in accordance with the inspection pin 7. In the height direction (C direction), the reinforcing bar 6 can be positioned within the frame of mortar or the like so as to satisfy the specified spraying thickness h from both the upper end and the ground portion.

【0021】このように、本実施例では、吹付幅Eと格
子法枠体Aの規格幅Fを略一致させた後、格子法枠体A
の高さの管理を検測ピン7で行なったので、格子法枠体
Aの高さを規定通りに設定できる。
As described above, in this embodiment, after the spraying width E and the standard width F of the lattice method frame A are substantially matched, the lattice method frame A is obtained.
Since the height of the grid is controlled by the measuring pin 7, the height of the lattice method frame A can be set as specified.

【0022】したっがって、コイル幅D通りモルタル等
9を吹付ければ、C方向において規格通りのモルタル等
の吹付厚hを有し、かつT方向においては規格通りの吹
付幅Eを有する格子法枠体Aを形成できる。
Therefore, if the mortar or the like 9 is sprayed according to the coil width D, the grid has a spray thickness h of the mortar according to the standard in the C direction and a spray width E according to the standard in the T direction. The legal frame A can be formed.

【0023】なお、図1,図2における符号10は、展
延した法枠用コイル1を各芯材部分3が所定間隔になる
よう一部の芯材部分3に仮り止めを施すためのアンカ−
である。
The reference numeral 10 in FIGS. 1 and 2 is an anchor for temporarily fixing the stretched coil 1 for the normal frame to some of the core members 3 so that the core members 3 have a predetermined interval. −
Is.

【0024】また、完成された格子法枠体A内には、図
5に示すように、例えば、格子法枠体A内の網状体5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1
1を厚層吹付けして格子法枠体A内を緑化させることが
できる。
Further, in the completed lattice method frame A, as shown in FIG. 5, for example, the mesh 5 in the lattice method frame A is sprayed with vegetation material such as plant seeds or organic soil. A vegetation base layer is attached to stabilize the slope, and good quality vegetation base material 1
1 can be sprayed in a thick layer to make the inside of the lattice method frame A green.

【0025】このように本実施例では、法枠用コイル1
として一本の芯材を螺旋状に巻いて断面が長方形形状U
を有する芯材部分3を形成してなるコイルを用いている
ことから、この法枠用コイル1の方が、従来のようなコ
イル断面が円形形状、三角形形状のコイルに比して、コ
イルの高さが必要以上に高くなることはない。したがっ
て、前記円形形状、三角形形状のコイルでは規定された
格子法枠体の幅を満たそうとすると、コイルの高さが必
要以上に高くなり、幅方向において5cm以上のカブリ
厚をとろうとすると、とてつもない大きさの格子法枠体
にならざるをえなかったという問題点を本実施例では克
服できる。
As described above, in this embodiment, the coil 1 for the legal frame is used.
As one core material is spirally wound and the section is rectangular U
Since the coil formed by forming the core material portion 3 having the above is used, the coil 1 for the method frame has a coil shape larger than that of the conventional coil having a circular or triangular cross section. The height will not be higher than necessary. Therefore, when trying to satisfy the width of the lattice method frame body specified in the circular shape or triangular shape coil, the height of the coil becomes unnecessarily high, and if the fog thickness of 5 cm or more is taken in the width direction, In this embodiment, the problem that the lattice method frame body of a tremendous size had to be obtained can be overcome.

【0026】すなわち、本実施例においては、コイル展
延時に鉄筋6を法枠用コイル1上の所定の高さの位置B
に浮設させ、まず、法枠用コイル1の上からコイル幅D
通りモルタル等9を吹付け、下端において規格通りの吹
付幅Eを得る。すなわち、吹付幅Eと格子法枠体Aの規
格幅Fを略一致させることができる。
That is, in this embodiment, when the coil is spread, the reinforcing bar 6 is placed at a predetermined height B on the coil 1 for forming the frame.
First, the coil width D
A through mortar or the like 9 is sprayed to obtain a spray width E conforming to the standard at the lower end. That is, the spray width E and the standard width F of the lattice method frame A can be substantially matched.

【0027】その後、規格通りのモルタル等の吹付厚
(カブリ厚)hになるように、例えば、検測ピン7をC
方向の管理に用いることで、この検測ピンにあわせてモ
ルタル等9を吹付けるだけで、鉄筋6を、C方向におい
て上端からも地上部からも規定の吹付厚hを満たすよう
にモルタル等9の枠内に位置させることができる。
After that, for example, the inspection pin 7 is C so that the spray thickness (fog thickness) h of the mortar or the like conforms to the standard.
By using it to control the direction, by only spraying mortar or the like 9 in accordance with this inspection pin, the reinforcing bar 6 can be filled with mortar 9 or the like in the C direction so as to satisfy the specified spraying thickness h from the upper end and the ground portion. Can be located within the frame of.

【0028】なお、本実施例では、鉄筋6を法枠用コイ
ル1上の所定の高さBの位置(図2参照)に浮設させる
際に、鉄筋6を一列に配筋したものを示したが、二列の
鉄筋を左右対象に浮設させても、あるいは、三列以上の
配筋でもよく、適宜配筋できる。
In this embodiment, the reinforcing bars 6 are arranged in a line when the reinforcing bars 6 are floated at a predetermined height B (see FIG. 2) on the method frame coil 1. However, two rows of reinforcing bars may be floated symmetrically, or three or more rows of reinforcing bars may be arranged, and the reinforcing bars can be arranged appropriately.

【0029】[0029]

【発明の効果】以上説明したように本発明では、法枠用
コイルとして一本の芯材を螺旋状に巻いて断面が長方形
形状を有する芯材部分を形成してなるコイルを用いてい
ることから、この法枠用コイルの方が、従来のようなコ
イル断面が円形形状、三角形形状のコイルに比して、コ
イルの高さが必要以上に高くなることはない。したがっ
て、前記円形形状、三角形形状のコイルでは、規定され
た格子法枠体の幅を満たそうとすると、コイルの高さが
必要以上に高くなり、幅方向において5cm以上のカブ
リ厚をとろうとすると、とてつもない大きさの格子法枠
体にならざるをえなかったという問題点を本発明では克
服できる。
As described above, in the present invention, a coil formed by spirally winding a single core material to form a core material portion having a rectangular cross section is used as the coil for the method frame. Therefore, the coil for this frame does not have an unnecessarily high coil height as compared with the conventional coil having a circular or triangular cross section. Therefore, in the circular and triangular coils, when the width of the prescribed grid method frame is attempted to be satisfied, the height of the coil becomes unnecessarily high, and a fog thickness of 5 cm or more is taken in the width direction. However, the present invention can overcome the problem that the grid method frame body has to be incredibly large.

【0030】すなわち、本発明においては、コイル展延
時に鉄筋を法枠用コイル上の所定の高さに浮設させ、ま
ず、法枠用コイルの上からコイル幅通りモルタル等を吹
付け、下端において規格通りの吹付幅を得る。すなわ
ち、前記吹付幅と格子法枠体の規格幅を略一致させるこ
とができる。
That is, in the present invention, when the coil is spread, the reinforcing bar is floated at a predetermined height above the method frame coil, and first, mortar or the like is sprayed from above the method frame coil through the coil width and the lower end. At, the spray width according to the standard is obtained. That is, the spray width and the standard width of the lattice method frame can be made to substantially match.

【0031】その後、規格通りのモルタル等の吹付厚
(カブリ厚)になるように、例えば、検測ピンを用いる
ことで、この検測ピンにあわせてモルタル等を吹付ける
だけで、鉄筋を、高さ方向において上端からも地上部か
らも規定の吹付厚を満たすようにモルタル等の枠内に位
置させることができる。
After that, by using, for example, a measuring pin so that the mortar or the like has a spray thickness (fog thickness) according to the standard, simply by spraying mortar or the like on the measuring pin, It can be positioned in a frame such as mortar so that the specified spray thickness is satisfied from both the upper end and the above-ground portion in the height direction.

【0032】このように、本発明では、コイル幅通りモ
ルタル等を吹付ければ、高さ方向において規格通りのモ
ルタル等の吹付厚(カブリ厚)を有し、かつ幅方向にお
いては規格通りの吹付幅を有する格子法枠体を形成でき
る。
As described above, according to the present invention, if the mortar or the like is sprayed along the width of the coil, the spray thickness (fog thickness) of the mortar or the like conforms to the standard in the height direction, and the spray thickness conforms to the standard in the width direction. A lattice method frame body having a width can be formed.

【0033】要するに、現在の土木基準においては、所
要強度の法枠体を得るための品質基準として、鉄筋の腐
食による法枠体の強度低下を防ぐという意味から、鉄筋
を覆うモルタル等の厚さを5cm以上にすること(カブ
リ厚)が義務付けられており、コイルの外側に鉄筋を配
設する従来のコイルによる法枠体では、カブリ厚をどの
面からも5cm以上とろうとすると、どうしても法枠体
の幅を多くとる必要があり、高さ10cm程度のコイル
では下端の吹付幅を規定することができなかったという
従来の欠点を本発明は回避できる。
In short, according to the current civil engineering standards, as a quality standard for obtaining a legal framework with a required strength, the thickness of mortar etc. covering the reinforcing bar is used as a quality standard in order to prevent the strength of the legal frame from decreasing due to corrosion of the reinforcing bar. Is required to be 5 cm or more (fog thickness), and in the case of a conventional coil frame body in which a reinforcing bar is arranged on the outside of the coil, if the fog thickness is to be 5 cm or more from any surface, the legal frame is inevitable. The present invention can avoid the conventional drawback that the width of the body needs to be large, and that the width of the lower end cannot be regulated with a coil having a height of about 10 cm.

【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斜視図
である。
FIG. 1 is a perspective view of an essential part 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】上記実施例で使用する法枠用コイルの芯材部分
を示す図である。
FIG. 4 is a diagram showing a core material portion of a method frame coil used in the above embodiment.

【図5】上記実施例における施工方法の作業過程を説明
するための構成図である。
FIG. 5 is a configuration diagram for explaining a work process of a construction method in the above embodiment.

【図6】従来例を示す要部構成説明図である。FIG. 6 is an explanatory diagram of a main part configuration showing a conventional example.

【図7】別の従来例を示す要部構成説明図であるFIG. 7 is an explanatory diagram of a main part configuration showing another conventional example.

【符号の説明】[Explanation of symbols]

1…法枠用コイル、2…一本の鉄線(芯材)、3…芯材
部分、4…法面、5…金網などの網状体、6…鉄筋、7
…検測ピン、8…養生シート、9…モルタル又はコンク
リ−ト、10…アンカーピン、11…植生基材、U…長
方形形状、A…格子法枠体。
DESCRIPTION OF SYMBOLS 1 ... Coil for method frame, 2 ... One iron wire (core material), 3 ... Core material part, 4 ... Slope, 5 ... Reticulate body such as wire mesh, 6 ... Reinforcing bar, 7
... Inspection pin, 8 ... Curing sheet, 9 ... Mortar or concrete, 10 ... Anchor pin, 11 ... Vegetation base material, U ... Rectangular shape, A ... Lattice method frame.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 法面上に展延させることにより格子状に
設置し、モルタル又はコンクリ−トを吹付けて格子法枠
体を形成する法枠用コイルにおいて、一本の芯材を螺旋
状に巻いて断面が長方形形状を有する芯材部分を形成し
てなるコイルで構成されたことを特徴とする法枠用コイ
ル。
1. A coil for a method frame, which is installed in a lattice shape by spreading on a slope and sprays mortar or concrete to form a lattice method frame body. In a coil for a method frame, one core material is spirally formed. A coil for a legal frame, comprising a coil formed by winding a core into a core material portion having a rectangular cross section.
【請求項2】 法面上に、一本の芯材を螺旋状に巻いて
断面が長方形形状を有する芯材部分を形成してなる法枠
用コイルを展延させることにより格子状に設置し、前記
法枠用コイルの上からモルタル又はコンクリ−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及
び法枠用コイルを使用する格子法枠体の施工方法。
2. A coil for a method frame, which is formed by spirally winding a single core material on a slope to form a core material portion having a rectangular cross section, is installed in a lattice shape by spreading. A method for forming a lattice method frame comprising spraying mortar or concrete onto the method frame coil to form a lattice method frame, and a method for constructing a lattice method frame body using the method frame coil.
JP6156498A 1994-06-13 1994-06-13 Construction method of grid method frame using method frame coil Expired - Fee Related JP2717508B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6156498A JP2717508B2 (en) 1994-06-13 1994-06-13 Construction method of grid method frame using method frame coil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6156498A JP2717508B2 (en) 1994-06-13 1994-06-13 Construction method of grid method frame using method frame coil

Publications (2)

Publication Number Publication Date
JPH07331664A true JPH07331664A (en) 1995-12-19
JP2717508B2 JP2717508B2 (en) 1998-02-18

Family

ID=15629077

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6156498A Expired - Fee Related JP2717508B2 (en) 1994-06-13 1994-06-13 Construction method of grid method frame using method frame coil

Country Status (1)

Country Link
JP (1) JP2717508B2 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5364904A (en) * 1976-11-20 1978-06-09 Okabe Kk Method of building concrete structure
JPS57187427A (en) * 1981-05-13 1982-11-18 Hidefumi Nabeta Reinforcing work for slope
JPS634118A (en) * 1986-06-21 1988-01-09 Hiroshi Amegai Ground surface reinforcing frame forming method with spray of plastic material
JPH03100230A (en) * 1989-09-14 1991-04-25 Okabe Co Ltd Coil-shaped mold frame and attitude holding tool

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5364904A (en) * 1976-11-20 1978-06-09 Okabe Kk Method of building concrete structure
JPS57187427A (en) * 1981-05-13 1982-11-18 Hidefumi Nabeta Reinforcing work for slope
JPS634118A (en) * 1986-06-21 1988-01-09 Hiroshi Amegai Ground surface reinforcing frame forming method with spray of plastic material
JPH03100230A (en) * 1989-09-14 1991-04-25 Okabe Co Ltd Coil-shaped mold frame and attitude holding tool

Also Published As

Publication number Publication date
JP2717508B2 (en) 1998-02-18

Similar Documents

Publication Publication Date Title
JPH07331664A (en) Slope frame coil, and constructing method for slope frame body in grating employing slope frame coil
JP2759254B2 (en) Construction method of lattice frame body using coil for legal frame
JP2549056B2 (en) Construction method of lattice method frame body using coil for method frame
JP2759255B2 (en) Construction method of lattice frame body using coil for legal frame
JP2549058B2 (en) Construction method of lattice method frame body using coil for method frame
JP2549059B2 (en) Construction method of lattice method frame body using coil for method frame
JP2996335B2 (en) Construction method of lattice frame body using coil for legal frame
JP2694326B2 (en) Cast-in-place method
JP2585182B2 (en) Construction method of cast-in-place grid frame using covered formwork
JPS58156631A (en) Slope protection work
JP2772810B2 (en) Formwork for legal form
JP2573157B2 (en) Leg frame method and gauge formwork used in the method
JP2813506B2 (en) Ground reinforcement method
JP4681145B2 (en) Method frame forming frame and method frame method using the same
JPH09144008A (en) Measuring coil for forming cast-in-place sloped form
JP2004324189A (en) Net member and frame body for forming form
JPH0734466A (en) Covering form and construction method for on-site placing grating form body using same
JP2627879B2 (en) Cast-in-place method
JPH07317072A (en) Method of cast-in-place sloped form construction
JP3527058B2 (en) Inspection frame for forming legal frame and legal frame construction method using it
JPH09144009A (en) Measuring frame for forming cast-in-place sloped form
JP2748262B2 (en) Inspection frame for forming a legal frame provided with a reinforcing bar holding member and a legal frame construction method using the same
JP2748259B2 (en) Frame for forming legal frame and legal method using the frame
JPH07317071A (en) Method of cast-in-place sloped form construction
JPH0328420A (en) Slope protection method

Legal Events

Date Code Title Description
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20071114

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 11

Free format text: PAYMENT UNTIL: 20081114

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091114

Year of fee payment: 12

LAPS Cancellation because of no payment of annual fees