JP2747665B2 - Method of forming legal frame - Google Patents

Method of forming legal frame

Info

Publication number
JP2747665B2
JP2747665B2 JP34848195A JP34848195A JP2747665B2 JP 2747665 B2 JP2747665 B2 JP 2747665B2 JP 34848195 A JP34848195 A JP 34848195A JP 34848195 A JP34848195 A JP 34848195A JP 2747665 B2 JP2747665 B2 JP 2747665B2
Authority
JP
Japan
Prior art keywords
mortar
adhesive
carbon fiber
legal frame
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.)
Expired - Lifetime
Application number
JP34848195A
Other languages
Japanese (ja)
Other versions
JPH09158190A (en
Inventor
茂 宇根
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP34848195A priority Critical patent/JP2747665B2/en
Publication of JPH09158190A publication Critical patent/JPH09158190A/en
Application granted granted Critical
Publication of JP2747665B2 publication Critical patent/JP2747665B2/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)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、土木工事に於て施
工される法枠の形成方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a legal frame to be constructed in civil engineering work.

【0002】[0002]

【従来の技術】堤防などの盛土表面や切山の傾斜面には
土止め工事として法面の保護工事が行われるのであり、
これには専ら現場で多数の鉄筋を使用した枠組みやこれ
に対するコンクリート打設やアンカーの打込みなどの労
作業が行われる。
2. Description of the Related Art Slope protection work is performed as embankment work on embankment surfaces such as embankments and slopes of cutting hills.
For this purpose, labor such as a frame using a large number of reinforcing bars, concrete placement and anchoring to the framework is performed exclusively on site.

【0003】[0003]

【発明が解決しようとする課題】上記枠組み作業は繁雑
且つ面倒であり、また現場までの鉄筋の運搬は重労働で
あるほか、急斜面に於ける鉄筋の持ち上げや取扱いは極
めて危険を伴うものである。本発明は上記法枠形成作業
を簡便な作業でありながら従来の構造品と比べて強度的
に何ら遜色ないばかりか、寧ろ強度的にも優れたものと
する法枠の形成方法を提案するものである。
The above-mentioned framework work is complicated and troublesome. In addition, the transport of the reinforcing steel to the site is a heavy labor, and the lifting and handling of the reinforcing steel on a steep slope is extremely dangerous. The present invention proposes a method for forming a legal frame that is not only inferior in strength but also superior in strength compared to conventional structural products, while the above-mentioned legal frame forming operation is a simple operation. It is.

【0004】[0004]

【課題を解決するための手段】本発明は、法面上に凡そ
1m〜4mの縦・横間隔で構築しようとする法枠位置を
割出し、該割出し位置に凡そ10cm〜80cmの巾間
隔で均しモルタルを打設し、表面を平坦に鏝仕上げを行
い、乾燥後表面に接着剤を塗布し、しかるのち該表面上
に炭素繊維シートの1枚若しくは複数枚を適宜接着剤を
使用して張り付け、更に該シート上面には再度接着剤を
塗布したのち、保護モルタルを一定高さに突出する畝状
に吹付けしめ、且つ各畝の交叉箇所には長さ凡そ50c
m〜15mのアンカーを打込んで法枠を形成することを
特徴とする。このさい、均しモルタルの肉厚は凡そ8c
m程度となし、その上面に張り付け炭素繊維シートをそ
の巾寸法内、即ち両端縁から1cm〜3cm内方に位置
させるようにする。
SUMMARY OF THE INVENTION According to the present invention, a normal frame position to be constructed at a vertical and horizontal interval of about 1 m to 4 m is determined on a slope, and a width interval of about 10 cm to 80 cm is set at the index position. A mortar is poured in, and the surface is iron-finished flat, and after drying, an adhesive is applied to the surface. Thereafter, one or more carbon fiber sheets are appropriately applied to the surface using an adhesive. After applying an adhesive again to the upper surface of the sheet, the protective mortar is sprayed in a ridge shape projecting to a certain height, and a length of about 50c is applied at the intersection of each ridge.
It is characterized in that a normal frame is formed by driving an anchor of m to 15 m. At this time, the thickness of the smoothing mortar is about 8c
m, and the carbon fiber sheet attached to the upper surface is positioned within the width dimension, that is, 1 cm to 3 cm inward from both edges.

【0005】[0005]

【発明の実施の形態】図1は本発明方法により施行中の
傾斜法面説明図であり、図2は図1の仮線pで示す部分
の拡大部分平面図、図3は同垂直方向切断側面図であ
る。1は切削された山肌法面であって、施行にさいして
は先ず法面1の凡そ1m〜4mの縦(x)・横(y)間
隔で構築しようとする法枠の割出し位置イ,ロ,ハ,ニ
・・・・・を割出す。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is an explanatory view of an inclined slope during execution according to the method of the present invention, FIG. 2 is an enlarged partial plan view of a portion indicated by a temporary line p in FIG. 1, and FIG. It is a side view. Reference numeral 1 denotes a cut mountain slope, which is firstly indexed to be constructed at a vertical (x) / horizontal (y) interval of approximately 1 m to 4 m of the slope 1, Find out b, c, d ...

【0006】しかして、各法枠の割出し位置間に凡そ1
0cm〜80cmの巾間隔sで均しモルタル2を打設
し、表面を平坦に鏝仕上げを行うと共に、乾燥後該表面
に接着剤3を塗布する。
[0006] However, approximately 1 is set between the index positions of each legal frame.
The mortar 2 is cast at a width interval s of 0 cm to 80 cm, the surface is iron-finished flat, and after drying, the adhesive 3 is applied to the surface.

【0007】4は上記接着剤3表面に貼付した炭素繊維
シートであり、該炭素繊維シート4は打設されている均
しモルタル2の巾間隔s内に、即ち巾間隔と同等若しく
は通常その両端縁から凡そΔS(1cm〜3cm)内方
にその両端縁部が位置するようになして貼付する。な
お、該炭素繊維シート4は1枚でも従来に於ける鉄筋使
用との比較で後述する通りの強度を得られるものとなる
のであり、更にその上に1枚・・・・・の如く接着剤の
使用で適宜重ねたりするのであり、これにより強度が倍
加するものとなる。
Reference numeral 4 denotes a carbon fiber sheet affixed to the surface of the adhesive 3, and the carbon fiber sheet 4 is located within the width interval s of the leveling mortar 2 being cast, that is, equal to or normally equal to the width interval. Attachment is made so that both edges are located approximately ΔS (1 cm to 3 cm) inward from the edge. It is to be noted that even if the carbon fiber sheet 4 is used, even one sheet of the carbon fiber sheet 4 can obtain the strength as described below in comparison with the conventional use of a reinforcing bar, and furthermore, one sheet of the adhesive The layers are appropriately overlapped with each other, thereby doubling the strength.

【0008】本発明は上記の如く炭素繊維シートを張付
けた上面に対し、更に接着剤3を塗布したのち保護モル
タル5を一定高さの突出する畝状に吹付けて形成するの
であり、かくして枠状に形成される縦・横畝の交叉箇所
には長さ凡そ50cm〜15mのアンカー6を土中深く
打込むようになすのである。
According to the present invention, the protective mortar 5 is formed by spraying the protective mortar 5 on the upper surface on which the carbon fiber sheet is stuck as described above, and then spraying the protective mortar 5 in a protruding ridge shape. An anchor 6 having a length of about 50 cm to 15 m is driven deep into the soil at the intersection of the vertical and horizontal ridges formed in the shape.

【0009】本発明の法枠は以上の如くなして構成する
のであり、枠内には従来に於ける施行通り厚さ5cm〜
20cm程度のモルタル吹付け7を行うとか、植生8を
施して工事が終了する。
The legal frame of the present invention is constructed as described above, and has a thickness of 5 cm or more within the frame as in the conventional practice.
The mortar spraying 7 of about 20 cm is performed or the vegetation 8 is applied, and the construction is completed.

【0010】次表は上記の通り施行される本発明に係る
炭素繊維シートを使用した工法と、従来に於ける鉄筋を
使用して形成される法枠の強度比較表であって、より優
れるものとなることの実験結果が得られた。
The following table shows the strength comparison between the method using the carbon fiber sheet according to the present invention implemented as described above and the conventional method using a reinforcing bar. Experimental results were obtained.

【0011】[0011]

【表1】 [Table 1]

【0012】[0012]

【発明の効果】本発明は、以上の通り多数の鉄筋を使用
して枠組みしたりすることの無いことから、多数に及ぶ
鉄筋の運搬や現場に於ける持ち上げなどの重労働や枠組
みの面倒な作業を省略できるのであり、またこれらによ
る危険性の一切ないものとなる。しかして、従来工法に
比して凡そ30%〜40%の工期短縮化が図られるもの
となるのであって省力化とコスト低減に寄与するものと
なる。他方、従来のものに比べ地山にかかる法枠構造物
の重量が凡そ1/3〜1/4程度に軽減して地山の損傷
を最小限にとどめ保護強化に好影響を及ぼすものとな
る。
As described above, since the present invention does not use a large number of rebars to form a framework, as described above, a large number of rebars and heavy labor such as lifting at the site and troublesome work of the framework are required. Can be omitted, and there is no danger due to these. Therefore, the construction period can be shortened by about 30% to 40% as compared with the conventional construction method, which contributes to labor saving and cost reduction. On the other hand, the weight of the frame structure on the ground is reduced to about 1/3 to 1/4 as compared with the conventional one, thereby minimizing damage to the ground and having a favorable effect on protection enhancement. .

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

【図1】本発明方法により施行中の傾斜法面説明図であ
る。
FIG. 1 is an explanatory view of an inclined slope being executed by the method of the present invention.

【図2】図1の仮線pで示す部分の拡大部分平面図であ
る。
FIG. 2 is an enlarged partial plan view of a portion indicated by a provisional line p in FIG.

【図3】図2の垂直方向切断側面図である。FIG. 3 is a vertical sectional side view of FIG. 2;

【符号の説明】[Explanation of symbols]

1 山肌法面 2 均しモルタル 3 接着剤 4 炭素繊維シート 5 保護モルタル 6 アンカー Reference Signs List 1 slope slope 2 leveling mortar 3 adhesive 4 carbon fiber sheet 5 protective mortar 6 anchor

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 法面上に凡そ1m〜4mの縦・横間隔で
構築しようとする法枠位置を割出し、該割出し位置に凡
そ10cm〜80cmの巾間隔で均しモルタルを打設
し、表面を平坦に鏝仕上げを行うと共に乾燥後表面に接
着剤を塗布し、しかるのち、該表面上に炭素繊維シート
の1枚若しくは複数枚を適宜接着剤を使用して張り付
け、更に該シート上面には再度接着剤を塗布したのち保
護モルタルを一定高さに突出する畝状に吹付け形成し、
且つ各畝の交叉箇所には長さ凡そ50cm〜15mのア
ンカーを打込むようになすことを特徴とする法枠の形成
方法。
1. A position of a normal frame to be constructed at a vertical and horizontal interval of about 1 m to 4 m on a slope, and a mortar is cast at a width interval of about 10 cm to 80 cm at the index position. Applying an adhesive to the surface after performing a trowel finish on the surface and drying the surface, and thereafter, attaching one or more carbon fiber sheets to the surface using an appropriate adhesive, and further applying an adhesive to the surface. After applying the adhesive again, spray the protective mortar in a ridge shape projecting to a certain height,
A method of forming a legal frame, wherein an anchor having a length of about 50 cm to 15 m is driven into an intersection of each ridge.
【請求項2】 均しモルタルの肉厚を凡そ8cm程度と
なし、その上面に対し炭素繊維シートをその巾寸法と同
等若しくは少し空白があるようにして貼り付けることを
特徴とする請求項1記載の法枠の形成方法。
2. The flattening mortar has a thickness of about 8 cm, and a carbon fiber sheet is adhered to an upper surface of the mortar so as to have a width equal to or slightly smaller than its width. Method of forming a legal frame.
JP34848195A 1995-12-06 1995-12-06 Method of forming legal frame Expired - Lifetime JP2747665B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34848195A JP2747665B2 (en) 1995-12-06 1995-12-06 Method of forming legal frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34848195A JP2747665B2 (en) 1995-12-06 1995-12-06 Method of forming legal frame

Publications (2)

Publication Number Publication Date
JPH09158190A JPH09158190A (en) 1997-06-17
JP2747665B2 true JP2747665B2 (en) 1998-05-06

Family

ID=18397306

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34848195A Expired - Lifetime JP2747665B2 (en) 1995-12-06 1995-12-06 Method of forming legal frame

Country Status (1)

Country Link
JP (1) JP2747665B2 (en)

Also Published As

Publication number Publication date
JPH09158190A (en) 1997-06-17

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