JP2995386B2 - Partition method and partition member for legal frame - Google Patents

Partition method and partition member for legal frame

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Publication number
JP2995386B2
JP2995386B2 JP7055019A JP5501995A JP2995386B2 JP 2995386 B2 JP2995386 B2 JP 2995386B2 JP 7055019 A JP7055019 A JP 7055019A JP 5501995 A JP5501995 A JP 5501995A JP 2995386 B2 JP2995386 B2 JP 2995386B2
Authority
JP
Japan
Prior art keywords
frame
partition member
concrete
partition
legal
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 - Fee Related
Application number
JP7055019A
Other languages
Japanese (ja)
Other versions
JPH08226130A (en
Inventor
辰美 田村
善規 石塚
Original Assignee
フリー工業株式会社
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 フリー工業株式会社 filed Critical フリー工業株式会社
Priority to JP7055019A priority Critical patent/JP2995386B2/en
Publication of JPH08226130A publication Critical patent/JPH08226130A/en
Application granted granted Critical
Publication of JP2995386B2 publication Critical patent/JP2995386B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

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、法枠の仕切り方法およ
び仕切り部材に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and a member for partitioning a legal frame.

【0002】[0002]

【従来の技術】[Prior art]

<イ>従来の法枠施工方法として、図10に示すよう
に、対向する二枚の網板a間をスペ−サbで連結して構
成した枠体を用いた施工方法が存在する。施工手順は下
記の通りである。 鉄筋c1を斜面上へ配置(枠体設置後ではスペ−サb
が邪魔になるため)。 枠体の設置。 鉄筋c1を持ち上げてスペ−サbへ取り付け。 鉄筋c2のスペ−サbへの取り付け。 コンクリ−トeの吹き付け。
<A> As a conventional method for constructing a legal frame, as shown in FIG. 10, there is a construction method using a frame formed by connecting two opposing net boards a with a spacer b. The construction procedure is as follows. Reinforcing bar c1 is placed on the slope (spacer b after frame installation)
Is in the way). Installation of the frame. Lift the reinforcing bar c1 and attach it to the spacer b. Attach the reinforcing bar c2 to the spacer b. Spraying concrete e.

【0003】<ロ>また、従来、斜面の緑化工法などに
おいては、斜面上に格子状等に法枠を構築し、その法枠
の升内に客土を充填して、植栽を行う方法が存在する。
<B> Conventionally, in the slope greening method and the like, a method of constructing a legal frame in a grid or the like on the slope, filling the soil in the square of the legal frame, and planting. Exists.

【0004】[0004]

【発明が解決しようとする課題】上記の従来技術には次
のような問題点が存在する。 <イ>鉄筋c1の取り付けのために上記との二工程
が必要であるため、施工全体が五工程となり、施工能率
の低下を招く。また、鉄筋c1のスペ−サbへの取り付
け作業は、枠体が設置された後()であるため、枠体
が邪魔になり取付作業が困難となる。さらに、鉄筋c1
を持ち上げた状態で、スペ−サbへの取り付け作業を行
わなければならないため、取付作業が煩雑となる。
The above prior art has the following problems. <A> Since the above two steps are required for mounting the reinforcing bar c1, the entire construction is performed in five steps, and the construction efficiency is reduced. Also, since the work of attaching the reinforcing bar c1 to the spacer b is performed after the frame body is installed (), the frame body gets in the way and the attaching work becomes difficult. Furthermore, reinforcing bar c1
Since the mounting operation on the spacer b must be performed while the robot is lifted, the mounting operation becomes complicated.

【0005】<ロ>枠体は、二枚の網板aと、それらを
連結するスペ−サbと、縦筋dとよりなるため、構造が
複雑であり、コストが高くなる。
<B> The frame is composed of two mesh plates a, a spacer b connecting them, and a vertical streak d, so that the structure is complicated and the cost is high.

【0006】<ハ>法枠の升内に客土を充填して、植栽
を行う方法の場合、緑化規模が大きくなると、法枠の一
升内の客土量が多くなるため、雨水などにより升内から
客土が流出するおそれがある。従って、流出した客土に
より法面及びその周辺の環境が悪化し、また植栽された
植物の育成も阻害される。さらに、客土の補充によるコ
スト問題なども発生する。
<C> In the method of planting by filling the soil in the square of the legal frame with planting, if the greening scale increases, the amount of soil in one square of the legal frame increases, so There is a risk that the soil will flow out of the yard. Therefore, the outflow of the soil deteriorates the slope and the surrounding environment, and also hinders the growth of planted plants. Further, there is a cost problem due to the replenishment of the land.

【0007】[0007]

【本発明の目的】本発明は、上記のような問題点を解決
するためになされたもので、法枠施工の簡素化及び枠体
のコスト低減を図ることができる法枠施工用の枠体を提
供することを目的とする。また、法枠の客土充填空間内
の客土の流出を、簡易な手段で確実に阻止できる、法枠
の仕切り方法及び仕切り部材を提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and is intended to simplify the construction of a legal frame and reduce the cost of the frame. The purpose is to provide. It is another object of the present invention to provide a method and a partition member for partitioning a legal frame, which can surely prevent outflow of the soil in a space filled with the legal soil by a simple means.

【0008】[0008]

【課題を解決するための手段】上記課題を解決するため
の手段として本発明は、請求項1として、斜面上に構築
する法枠の客土充填空間を仕切る方法において、板状の
仕切り部材を前記客土充填空間の所定の仕切り位置に配
置すると共に、その端部を法枠形成用の枠体に差し込ん
で仮固定した後に、法枠コンクリ−トを前記枠体に沿っ
て打設し、前記仕切り部材の端部を前記法枠コンクリ−
ト内に埋没させ、前記仕切り部材を法枠に固着すること
によって、前記客土充填空間を仕切ることを特徴とし
た、法枠の仕切り方法を提供する。また請求項2とし
て、斜面上に構築する法枠の客土充填空間を仕切る方法
において、法枠コンクリ−ト打設後に、板状の仕切り部
材を前記客土充填空間の所定の仕切り位置に配置すると
共に、その端部をまだ固まらない前記法枠コンクリ−ト
内に差し込み、前記法枠コンクリ−トの硬化により前記
仕切り部材を法枠に固着することによって、前記客土充
填空間を仕切ることを特徴とした、法枠の仕切り方法を
提供する。また、請求項3として、斜面上に構築する法
枠の客土充填空間を仕切るための仕切り部材において、
複数の縦筋及び横筋よりなる網板の端部に、前記横筋の
みを延長させて法枠コンクリ−ト内に埋没させる固定部
を形成したことを特徴とする、仕切り部材を提供する。
また、請求項4として、上記請求項3に記載の仕切り部
材において、前記固定部の横筋には、法枠形成用の枠体
に差し込み可能な寸法の抵抗部材を設け、前記法枠コン
クリ−トからの引き抜き抵抗を高めるよう構成したこと
を特徴とする、仕切り部材を提供する。また、請求項5
として、上記請求項3に記載の仕切り部材において、前
記固定部の横筋を曲折加工して、前記法枠コンクリ−ト
からの引き抜き抵抗を高めるよう構成したことを特徴と
する、仕切り部材を提供する。さらに、請求項6とし
て、上記請求項3乃至請求項5のいずれかに記載の仕切
り部材において、前記固定部の横筋は、法枠形成用の枠
体への差し込み長さがほぼ等しくなるように、枠体形状
に対応させて各横筋の長さを設定したことを特徴とす
る、仕切り部材を提供する。
According to a first aspect of the present invention, there is provided a method for partitioning a space for filling a soil in a legal frame constructed on a slope, comprising the steps of: After being placed at a predetermined partition position of the soil filling space and its end being inserted and temporarily fixed in a frame for forming a legal frame, a legal frame concrete is cast along the frame. The end of the partition member is connected to the legal frame concrete.
A method of partitioning a legal frame, characterized in that the method fills in the space and fills the guest soil filling space by fixing the partition member to the legal frame. According to a second aspect of the present invention, there is provided a method for partitioning a soil filling space of a concrete frame constructed on a slope, wherein a plate-like partition member is disposed at a predetermined partitioning position of the soil filling space after placing the concrete in the concrete frame. At the same time, the end portion is inserted into the legal frame concrete that has not yet been solidified, and the partition member is fixed to the legal frame by curing the legal frame concrete, thereby partitioning the soil filling space. A method of partitioning a legal frame is provided. According to a third aspect of the present invention, there is provided a partition member for partitioning a soil filling space of a legal frame constructed on a slope,
Provided is a partition member characterized in that a fixing portion is formed at an end of a mesh plate composed of a plurality of vertical streaks and horizontal streaks so that only the horizontal streaks are extended and buried in a concrete frame concrete.
According to a fourth aspect of the present invention, in the partition member according to the third aspect, a resistance member having a dimension capable of being inserted into a frame for forming a legal frame is provided on a horizontal streak of the fixing portion, and the legal frame concrete is provided. A partition member characterized in that the partition member is configured to increase resistance to withdrawal from the partition member. Claim 5
According to a third aspect of the present invention, there is provided the partition member according to the third aspect, wherein a horizontal streak of the fixing portion is bent to increase a pull-out resistance from the legal frame concrete. . According to a sixth aspect of the present invention, in the partition member according to any one of the third to fifth aspects, the horizontal streaks of the fixing portion are formed so that the lengths of the horizontal streaks inserted into the frame for forming the legal frame are substantially equal. The length of each horizontal streak is set in accordance with the shape of the frame, and a partition member is provided.

【0009】[0009]

【実施例】以下、図面を参照しながら、本発明の一実施
例について説明する。 <イ>法枠施工用枠体 図1に示すように、枠体1は、コンクリ−トの透過性を
有する部材により山型に形成され、かつ法枠補強用の鉄
筋2を配置するための凹部11aが形成されている。こ
こで山型とは、例えば図1に示すように、両側部12と
それらと一体に連続する上部13とよりなるド−ム状の
ものや、その他図示しないが、矩形状のものや三角形状
のものなど、要は斜面に設置したときに上部に突出する
形状のものをいう。
An embodiment of the present invention will be described below with reference to the drawings. <A> Frame for Construction of Leg Frame As shown in FIG. 1, the frame 1 is formed in a mountain shape by a member having concrete permeability, and is used for disposing a reinforcing bar 2 for reinforcing the frame. A recess 11a is formed. Here, the mountain shape is, for example, as shown in FIG. 1, a dome shape composed of both side portions 12 and an upper portion 13 continuous therewith, or a rectangular shape or a triangular shape (not shown). In other words, those that protrude upward when installed on a slope.

【0010】枠体1の形成部材にはコンクリ−トの透過
性を有するものを用いる。例えば、金網などの網体や、
種々の材質よりなる有孔板などが考えられる。また、枠
体1のコンクリ−トの透過性は、枠体1の側部12側よ
りも上部13側を大きくして、上部13側からのコンク
リ−トの打設を行い易くすると共に、打設したコンクリ
−トが側部12側から過度に流出しないよう構成する。
さらに、側部12の下端部から上部13の頂部まで徐々
に透過性が大きくなるように形成してもよい。
A member having a transparent property is used as a member for forming the frame 1. For example, nets such as wire mesh,
Perforated plates made of various materials are conceivable. In addition, the permeability of the concrete of the frame 1 is made larger at the upper portion 13 side than at the side portion 12 side of the frame body 1 so that the concrete can be easily cast from the upper portion 13 side, and at the same time, the concrete can be cast. The provided concrete is configured not to excessively flow out from the side portion 12 side.
Further, it may be formed so that the transmittance gradually increases from the lower end of the side portion 12 to the top of the upper portion 13.

【0011】図1は、枠体1の形成部材に金網を用いた
例であるが、この場合の枠体1は、ド−ム状等の複数の
山型筋14を並列させ、それらを直線状の複数の横筋1
5で一体に連結した構造が考えられる。網目の寸法は、
山型筋14及び横筋15の間隔を調整することによって
任意に設定することができるため、上記のようにコンク
リ−トの透過性を部分的に変えることが容易にできる。
なお、上部13は、横筋15を配置せず、山型筋14の
みで構成してもよい。
FIG. 1 shows an example in which a wire mesh is used as a member for forming the frame 1. In this case, the frame 1 has a plurality of ridges 14 in a dome shape or the like arranged in parallel, and these are straightened. Multiple horizontal stripes 1
The structure integrally connected by 5 is conceivable. The mesh size is
Since it can be set arbitrarily by adjusting the interval between the chevron 14 and the horizontal streak 15, it is easy to partially change the transparency of the concrete as described above.
Note that the upper portion 13 may be configured with only the chevron-shaped streaks 14 without disposing the horizontal streaks 15.

【0012】凹部11aは、図1に示すように枠体1の
上部13の頂部から垂下させて形成し、かつ法枠補強の
ための鉄筋2を嵌め込むことができる間隔に形成する。
凹部11aを垂下させる長さは、法枠断面の規模に応じ
て、一本又は二本あるいは三本以上の鉄筋2を凹部11
a内に配置できるよう設定する。
As shown in FIG. 1, the recess 11a is formed so as to hang down from the top of the upper portion 13 of the frame body 1 and is formed at an interval where the reinforcing bar 2 for reinforcing the frame can be fitted.
The length of the recess 11a depends on the size of the cross section of one or two or three or more reinforcing bars 2 depending on the scale of the cross section of the legal frame.
Set so that it can be placed in a.

【0013】また、図2に示すように、枠体1の上部1
3に、凹部11b、11cのように二か所に設ける場
合、または三か所以上に設ける場合、さらには図3に示
すように、途中から二つあるいは三つ以上に分岐する凹
部11dを設ける場合もある。また、枠体1の上部13
ではなく側部12に、上記いずれかの凹部を横方向に設
ける場合もある。
Further, as shown in FIG.
3, when provided at two places like the recesses 11b and 11c, or when provided at three or more places, and further provided, as shown in FIG. In some cases. The upper part 13 of the frame 1
Instead, any of the above concave portions may be provided in the lateral portion 12 in the lateral direction.

【0014】なお、図1は底面を持たない実施例である
が、両側部12の下端部間を連結する図示しない底面を
設けてもよい。また、底面は両側部12の下端部から所
定幅のみ設け、中央部は長手方向にスリットを有する形
状でもよい。底面の形成部材は側部12及び上部13と
同じ部材で形成するか、コンクリ−トの透過性を有する
撓性のシ−ト部材などを用いることもできる。
Although FIG. 1 shows an embodiment having no bottom surface, a bottom surface (not shown) for connecting the lower ends of both side portions 12 may be provided. Further, the bottom surface may be provided with only a predetermined width from the lower end portions of both side portions 12, and the central portion may have a shape having a slit in the longitudinal direction. The bottom forming member may be formed of the same member as the side portion 12 and the upper portion 13, or a flexible sheet member having concrete permeability may be used.

【0015】<ロ>仕切り部材 仕切り部材の形状は、板体を所望の仕切り形状に合わせ
て形成したものであり、種々の形状が考えられる。ま
た、仕切り部材を構成する板体は、種々の材質からなる
が、特に金網などの網体や、有孔板などの透水性を有す
るものが望ましい。
<B> Partition Member The shape of the partition member is obtained by forming the plate into a desired partition shape, and various shapes can be considered. Further, the plate constituting the partition member is made of various materials. In particular, a net having a water mesh such as a wire mesh or a perforated plate is desirable.

【0016】図6は、二枚の金網等の仕切り板7a、7
bの長辺にスリット71a、71bをそれぞれ設け、そ
れらのスリット71a、71bを噛み合せることによっ
て十字状に組み立てた実施例である。なお、図示しない
が、三枚以上の仕切り板を用いて任意の形状に組み立て
ることもできる。また、平板状の仕切り板だけでなく、
任意の形状に曲折加工した仕切り板を使用することも可
能である。
FIG. 6 shows two partition plates 7a and 7 such as a wire mesh.
In this embodiment, slits 71a and 71b are provided on the long side of b, and the slits 71a and 71b are engaged with each other to form a cross. Although not shown, three or more partition plates can be used to assemble into an arbitrary shape. In addition, not only a flat partition plate,
It is also possible to use a partition plate bent into an arbitrary shape.

【0017】また、仕切り部材7の板体の端部には、法
枠コンクリ−ト内に埋設させる固定部を形成する。この
固定部は、特に形状に限定はなく、要は法枠コンクリ−
ト内に埋設して強固に仕切り部材7を固定できるだけの
寸法と形状を有していれば良い。また、固定部には法枠
コンクリ−トからの引き抜き抵抗力を増大させるための
引抜き抵抗部材を設けるとよい。この引抜き抵抗部材も
抵抗力を増大できる形状であればよく、特に形状を限定
するものではない。
At the end of the plate of the partition member 7, there is formed a fixing portion to be embedded in a concrete frame. The shape of the fixing portion is not particularly limited.
It is sufficient that the partition member 7 has a size and a shape that can be embedded and firmly fixed to the partition member 7. Further, it is preferable to provide a pull-out resistance member for increasing the pull-out resistance force from the legal frame concrete in the fixing portion. The pull-out resistance member may have any shape as long as the resistance can be increased, and the shape is not particularly limited.

【0018】図7は、固定部の一例として、複数の縦筋
72aと横筋72bよりなる金網等の仕切り板7a、7
bの端部の固定部73の形状を示している。この固定部
73は、各横筋72bを延長してなるものである。上部
から下部にかけて横筋72bが次第に短くなるのは、図
8に示すように、ド−ム状の法枠との接合に適合させる
ためであるので、特に長さを変えなくてもよく、また法
枠の形状によっては種々変更されるものである。
FIG. 7 shows, as an example of a fixing portion, partition plates 7a, 7 made of a plurality of vertical stripes 72a and horizontal stripes 72b such as a wire mesh.
The shape of the fixing portion 73 at the end of b is shown. The fixing portion 73 is formed by extending each of the horizontal streaks 72b. The reason that the horizontal streak 72b is gradually shortened from the upper part to the lower part is to adapt to the connection with the dome-shaped legal frame as shown in FIG. 8, so that the length does not need to be particularly changed. Various changes are made depending on the shape of the frame.

【0019】また、固定部73には、複数の引抜き抵抗
部材74が設けられている。この引抜き抵抗部材74
は、法枠コンクリ−トとの接合に支障をきたさない程度
の寸法の棒体や板体を、横筋72bと交差する方向に突
設したものである。また、図示しないが、固定部73の
横筋72b自体を蛇行等の曲折加工することによって
も、引き抜き抵抗力を増大させることができる。なお、
金網以外の有孔板に、上記のような横筋72bよりなる
固定部73を形成することも考えられる。
The fixing portion 73 is provided with a plurality of pull-out resistance members 74. This pull-out resistance member 74
In this example, a rod or plate having such a size that does not hinder the joining with the concrete frame concrete is protruded in a direction intersecting the horizontal streak 72b. Further, although not shown, the pull-out resistance force can also be increased by bending the horizontal streak 72b of the fixing portion 73 itself, such as meandering. In addition,
It is also conceivable to form the fixing portion 73 composed of the horizontal streak 72b on a perforated plate other than the wire mesh.

【0020】[0020]

【作用】図4、5を参照して、上記のように構成した枠
体1を用いた法枠の施工方法について説明する。なお、
本実施例は斜面上に格子状に法枠5を形成する場合であ
るが、法枠の形状は特に限定されるものではない。
With reference to FIGS. 4 and 5, a method for constructing a legal frame using the frame 1 constructed as described above will be described. In addition,
In the present embodiment, the normal frame 5 is formed in a grid on the slope, but the shape of the normal frame is not particularly limited.

【0021】先ず、図4に示すように、枠体1を斜面上
に設置する。次に、鉄筋2aを凹部11aの奥部に嵌め
込み、さらに鉄筋2bをその上部に嵌め込む。これらの
鉄筋2a、2bは、適宜斜面に打設したアンカ−部材3
に結束して固定する。このように、鉄筋2a、2bの取
付作業は、凹部11a内に上から押し込むだけでよいた
め、非常に簡単である。
First, as shown in FIG. 4, the frame 1 is set on a slope. Next, the reinforcing bar 2a is fitted into the deep portion of the concave portion 11a, and the reinforcing bar 2b is further fitted into the upper portion. These rebars 2a and 2b are anchor members 3 suitably cast on slopes.
And secure it. As described above, the work of attaching the reinforcing bars 2a and 2b is very simple since it is only necessary to push the reinforcing bars 2a and 2b into the recess 11a from above.

【0022】そして、コンクリ−ト4を、上部13側か
ら枠体1内に吹き付けなどにより打設する。このとき、
コンクリ−ト4は枠体1から所定のコンクリ−ト被り厚
を確保して打設する。コンクリ−ト4の養生、硬化を待
って、図5に示すような法枠5が完成する。法枠5の客
土充填空間51内に客土6等を充填して、法枠施工を完
了する。
Then, the concrete 4 is cast into the frame 1 from the upper portion 13 by spraying or the like. At this time,
The concrete 4 is cast from the frame 1 while ensuring a predetermined concrete covering thickness. After curing and hardening of the concrete 4, the legal frame 5 as shown in FIG. 5 is completed. The soil filling 6 is filled in the soil filling space 51 of the legal frame 5 to complete construction of the legal frame.

【0023】次に、図8、9を参照して、上記のように
構成した仕切り部材7の施工方法について説明する。
Next, with reference to FIGS. 8 and 9, a method of applying the partition member 7 configured as described above will be described.

【0024】先ず、図8に示すように、上記と同様に枠
体1及び鉄筋2a、2bを斜面上に設置する。
First, as shown in FIG. 8, the frame 1 and the reinforcing bars 2a and 2b are set on the slope in the same manner as described above.

【0025】次に、図9に示すように、仕切り部材7
を、法枠5に包囲された客土充填空間51内の所定の仕
切り位置に配置する(図9は十字状の仕切り部材7を用
いる場合を示す)。このとき、図8に示すように、仕切
り部材7の固定部73を枠体1内に差し込み、連結金具
や番線などによって仮固定を行う。なお、固定部73を
枠体1内に差し込まずに、コンクリ−トの被り厚範囲に
位置させ、自立するよう仮固定することも考えられる。
Next, as shown in FIG.
Is arranged at a predetermined partition position in the guest soil filling space 51 surrounded by the legal frame 5 (FIG. 9 shows a case where a cross-shaped partition member 7 is used). At this time, as shown in FIG. 8, the fixing portion 73 of the partition member 7 is inserted into the frame 1 and temporarily fixed with a connecting bracket or a number line. It is also conceivable that the fixing portion 73 is not inserted into the frame 1 but is positioned within the range of the thickness of the concrete and temporarily fixed so as to be self-supporting.

【0026】そして、コンクリ−ト4を、上部13側か
ら枠体1内に吹き付けなどにより打設する。このとき、
コンクリ−ト4は枠体1から所定のコンクリ−ト被り厚
を確保して打設する。コンクリ−ト4が養生、硬化する
と、仕切り部材7の固定部73はコンクリ−ト4内に一
体的に埋設されるため、仕切り部材7を強固に固定する
ことができる。よって、図9に示すように法枠5の客土
充填空間51内を仕切ることができる。客土充填空間5
1内に充填された客土6は、所定量に仕切られているた
め、雨水等により流出するおそれがない。
Then, the concrete 4 is cast into the frame 1 from the upper portion 13 by spraying or the like. At this time,
The concrete 4 is cast from the frame 1 while ensuring a predetermined concrete covering thickness. When the concrete 4 is cured and hardened, the fixing portion 73 of the partition member 7 is embedded in the concrete 4 integrally, so that the partition member 7 can be firmly fixed. Therefore, as shown in FIG. 9, the inside of the soil filling space 51 of the legal frame 5 can be partitioned. Soil filling space 5
Since the guest soil 6 filled in 1 is partitioned into a predetermined amount, there is no possibility that the soil 6 flows out due to rainwater or the like.

【0027】上記は、仕切り部材7を法枠コンクリ−ト
4の打設前に設置する方法であるが、コンクリ−ト4の
打設後、硬化する前に仕切り部材7を設置する場合もあ
る。この場合は、先ず上記と同様に枠体1を斜面上に組
み立てる。そして、枠体1に沿ってコンクリ−ト4を打
設した後、仕切り部材7の固定部73をまだ固まらない
コンクリ−ト4内に差し込む。
The above is a method of installing the partition member 7 before the concrete 4 is cast. However, the partition member 7 may be installed before the concrete 4 is hardened after the concrete 4 is cast. . In this case, the frame 1 is first assembled on the slope in the same manner as described above. After placing the concrete 4 along the frame 1, the fixing portion 73 of the partition member 7 is inserted into the concrete 4 that has not been solidified yet.

【0028】コンクリ−ト4は粘性があるため、仕切り
部材7は連結金具等を用いなくても自立する。なお、こ
の場合も、仕切り部材7の固定部73は、枠体1内まで
差し込む場合と、コンクリ−トの被り厚範囲に位置させ
る場合とがある。そして、コンクリ−ト4が養生、硬化
すると、仕切り部材7の固定部73はコンクリ−ト4内
に一体的に埋設されるため、仕切り部材7を強固に固定
することができる。
Since the concrete 4 is viscous, the partition member 7 is self-supporting without using a connection fitting or the like. In this case as well, the fixing portion 73 of the partition member 7 may be inserted into the frame 1 or may be located in the range of the thickness of the concrete. When the concrete 4 cures and hardens, the fixing portion 73 of the partition member 7 is integrally embedded in the concrete 4, so that the partition member 7 can be firmly fixed.

【0029】[0029]

【本発明の効果】本発明は以上説明したようになるた
め、次のような効果を得ることができる。 <イ>法枠補強用の鉄筋を一工程で配置できるため、施
工全体が四工程で済み、施工の簡素化を図ることができ
る。
Since the present invention has been described above, the following effects can be obtained. <A> Since the reinforcing bars for reinforcing the frame can be arranged in one step, the entire construction is completed in four steps, and the construction can be simplified.

【0030】<ロ>法枠補強用の鉄筋は、枠体の凹部に
差し込むだけで配置できるため、取付作業を容易に行う
ことができる。
<B> The reinforcing bar for reinforcing the legal frame can be arranged simply by inserting it into the concave portion of the frame, so that the mounting operation can be easily performed.

【0031】<ハ>従来のようなスペ−サを用いた複数
部材の連結構造と異なり、本発明の枠体は、一枚の板を
曲折加工するだけで製造可能な一体構造であるため、構
造が簡単であり、コストの低減を図ることができる。
<C> Unlike the conventional structure of connecting a plurality of members using a spacer, the frame of the present invention has an integral structure that can be manufactured only by bending a single plate. The structure is simple, and the cost can be reduced.

【0032】<ニ>仕切り部材の端部は法枠コンクリ−
ト内に埋設されるため、仕切り部材を強固に固定するこ
とができる。従って、客土の流出を確実に阻止すること
ができる。
<D> The end of the partition member is a legal frame concrete.
Since the partition member is buried in the partition, the partition member can be firmly fixed. Therefore, the outflow of the soil can be reliably prevented.

【0033】<ホ>仕切り部材は簡単な板体よりなり、
また仕切り部材の固定方法は、法枠コンクリ−ト内に埋
設するだけで容易に行うことができる。従って、施工の
簡素化を図ることができる。
<E> The partition member is made of a simple plate,
The partition member can be fixed easily by simply burying the partition member in the legal frame concrete. Therefore, the construction can be simplified.

【0034】<ヘ>法枠コンクリ−トを打設した後に仕
切り部材を差し込んで固定する方法においては、仕切り
部材と法枠とを連結する金具等が不要であるため、コス
トの低減を図ることができる。また、それらの連結作業
が不要であるため、施工能率の向上を図ることができ
る。
<F> In the method of inserting and fixing the partition member after placing the legal frame concrete, a metal fitting for connecting the partition member and the legal frame is unnecessary, so that the cost can be reduced. Can be. In addition, since the connecting work is unnecessary, it is possible to improve the construction efficiency.

【0035】<ト>法枠コンクリ−トを打設した後に仕
切り部材を差し込んで固定する方法においては、法枠コ
ンクリ−トの打設直後であって、仕切り部材の設置前
に、法枠の升内の清掃を行うことができる。従って、仕
切り部材が清掃の障害物にならないため、清掃を容易か
つ確実に行うことができる。
<G> In the method of inserting and fixing the partition member after placing the legal frame concrete, the partition member is inserted and fixed immediately after the legal frame concrete is placed and before the partition member is installed. The inside of the box can be cleaned. Therefore, since the partition member does not become an obstacle to cleaning, cleaning can be performed easily and reliably.

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

【図1】 本発明の枠体の一実施例の斜視図FIG. 1 is a perspective view of one embodiment of a frame of the present invention.

【図2】 枠体のその他の実施例の説明図FIG. 2 is an explanatory view of another embodiment of the frame.

【図3】 枠体のその他の実施例の説明図FIG. 3 is an explanatory view of another embodiment of the frame.

【図4】 法枠の施工方法の説明図FIG. 4 is an explanatory view of a construction method of a legal frame.

【図5】 法枠全体の説明図FIG. 5 is an explanatory diagram of the entire legal framework.

【図6】 本発明の仕切り部材の一実施例の説明図FIG. 6 is an explanatory view of one embodiment of a partition member of the present invention.

【図7】 本発明の仕切り部材の固定部の一実施例の説
明図
FIG. 7 is an explanatory view of one embodiment of a fixing portion of a partition member of the present invention.

【図8】 本発明の仕切り部材の固着方法の一実施例の
説明図
FIG. 8 is an explanatory view of one embodiment of a method for fixing a partition member according to the present invention.

【図9】 本発明の仕切り部材の一施工例の説明図FIG. 9 is an explanatory view of one working example of the partition member of the present invention.

【図10】 従来技術の説明図FIG. 10 is an explanatory view of a conventional technique.

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.6,DB名) E02D 17/20 ──────────────────────────────────────────────────続 き Continued on the front page (58) Field surveyed (Int.Cl. 6 , DB name) E02D 17/20

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 斜面上に構築する法枠の客土充填空間を
仕切る方法において、 板状の仕切り部材を前記客土充填空間の所定の仕切り位
置に配置すると共に、その端部を法枠形成用の枠体に差
し込んで仮固定した後に、 法枠コンクリ−トを前記枠体に沿って打設し、前記仕切
り部材の端部を前記法枠コンクリ−ト内に埋没させ、前
記仕切り部材を法枠に固着することによって、 前記客土充填空間を仕切ることを特徴とした、 法枠の仕切り方法。
(1) A space for filling a soil of a law frame to be constructed on a slope.
In the partitioning method, a plate-like partition member is provided at a predetermined partition position of the soil filling space.
And attach the end to the frame for forming the legal frame.
After fixing temporarily, the concrete is poured along the frame and the partition
Embed the end of the connecting member in the concrete
A method for partitioning a legal frame, comprising: fixing the partition member to the legal frame to partition the guest soil filling space .
【請求項2】 斜面上に構築する法枠の客土充填空間を
仕切る方法において、 法枠コンクリ−ト打設後に、板
状の仕切り部材を前記客土充填空間の所定の仕切り位置
に配置すると共に、その端部をまだ固まらない前記法枠
コンクリ−ト内に差し込み、 前記法枠コンクリ−トの硬化により前記仕切り部材を法
枠に固着することによって、 前記客土充填空間を仕切ることを特徴とした、 法枠の仕切り方法。
2. A space for filling the soil of a law frame constructed on a slope.
In the partitioning method, after placing concrete in concrete,
-Shaped partition member at a predetermined partition position of the guest soil filling space
The legal frame which is not yet solidified
The partition member is inserted into a concrete, and the partition member is cured by curing the concrete.
A method for partitioning a legal frame, wherein the method fills the soil filling space by being fixed to a frame.
【請求項3】 斜面上に構築する法枠の客土充填空間を
仕切るための仕切り部材において、 複数の縦筋及び横筋よりなる網板の端部に、前記横筋の
みを延長させて法枠コンクリ−ト内に埋没させる固定部
を形成したことを特徴とする、 仕切り部材。
3. A space for filling the soil of a law frame constructed on a slope.
In a partition member for partitioning, an end of a mesh plate composed of a plurality of vertical streaks and horizontal streaks,
Fixing part that is extended and buried in the frame concrete
A partition member , characterized by forming:
【請求項4】 請求項3に記載の仕切り部材において、
前記固定部の横筋には、法枠形成用の枠体に差し込み可
能な寸法の抵抗部材を設け、 前記法枠コンクリ−トからの引き抜き抵抗を高めるよう
構成したことを特徴とする、 仕切り部材。
4. The partition member according to claim 3, wherein
The horizontal streaks of the fixed part can be inserted into the frame for forming the legal frame
A resistance member having a workable size is provided to increase the resistance of pulling out from the concrete.
A partition member characterized in that it is configured .
【請求項5】 請求項3に記載の仕切り部材において、
前記固定部の横筋を曲折加工して、 前記法枠コンクリ−トからの引き抜き抵抗を高めるよう
構成したことを特徴とする、 仕切り部材。
5. The partition member according to claim 3, wherein
The horizontal streak of the fixing portion is bent so as to increase the pull-out resistance from the legal frame concrete.
A partition member characterized in that it is configured .
【請求項6】 請求項3乃至請求項5のいずれかに記載
の仕切り部材において、前記固定部の横筋は、法枠形成
用の枠体への差し込み長さがほぼ等しくなるように、枠
体形状に対応させて各横筋の長さを設定したことを特徴
とする、 仕切り部材。
6. The method according to claim 3, wherein
In the partition member of (1), the horizontal streak of the fixing portion is
Frame so that the insertion lengths into the frame for
The feature is that the length of each horizontal streak is set according to the body shape
A partition member.
JP7055019A 1995-02-20 1995-02-20 Partition method and partition member for legal frame Expired - Fee Related JP2995386B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7055019A JP2995386B2 (en) 1995-02-20 1995-02-20 Partition method and partition member for legal frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7055019A JP2995386B2 (en) 1995-02-20 1995-02-20 Partition method and partition member for legal frame

Publications (2)

Publication Number Publication Date
JPH08226130A JPH08226130A (en) 1996-09-03
JP2995386B2 true JP2995386B2 (en) 1999-12-27

Family

ID=12986964

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2995386B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009024438A (en) * 2007-07-23 2009-02-05 Tsutomu Kondo Mesh form for molding

Also Published As

Publication number Publication date
JPH08226130A (en) 1996-09-03

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