JPH057492B2 - - Google Patents

Info

Publication number
JPH057492B2
JPH057492B2 JP62123168A JP12316887A JPH057492B2 JP H057492 B2 JPH057492 B2 JP H057492B2 JP 62123168 A JP62123168 A JP 62123168A JP 12316887 A JP12316887 A JP 12316887A JP H057492 B2 JPH057492 B2 JP H057492B2
Authority
JP
Japan
Prior art keywords
formwork
slope
frame
mesh
overlay
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
JP62123168A
Other languages
Japanese (ja)
Other versions
JPS63289120A (en
Inventor
Yasuhiro Hoshisawa
Mitsuo Taniguchi
Kaname Hori
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 JP12316887A priority Critical patent/JPS63289120A/en
Publication of JPS63289120A publication Critical patent/JPS63289120A/en
Publication of JPH057492B2 publication Critical patent/JPH057492B2/ja
Granted 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】 (産業上の利用分野) 本発明は、法面保護の為に施工する法枠の施工
方法の発明に係るものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for constructing a slope frame for protecting a slope.

(従来の技術) 法枠工法には各種のものが提案されている。(Conventional technology) Various methods have been proposed for the frame construction method.

これらの代表的なものは、一つは両側型枠が金
網状で、これらを横副筋で連結し、更に横副と鉄
筋を連結して格子枠を形成し、この型枠内にモル
タル又はコンクリートを吹き付けて法枠を形成す
るもの、もう一つは、耐水性のダンボールもしく
はプラスチツクで型枠を形成し、型枠内にモルタ
ル又はコンクリートを吹き付けて法枠を形成する
ものと、この二つが代表的なものである。
Typical of these is that the formwork on both sides is shaped like a wire mesh, these are connected by horizontal sub-reinforcements, and the horizontal sub-reinforcements are further connected to form a lattice frame, and mortar or One is to form a legal frame by spraying concrete, the other is to form a formwork from water-resistant cardboard or plastic, and one is to form a legal frame by spraying mortar or concrete into the formwork. It is representative.

これらの代表的な法枠工法にはそれぞれ長所も
あれば、短所もある。
Each of these typical sill construction methods has its advantages and disadvantages.

仕上り後の法枠の規格及び美観の点では、耐水
性ダンボールあるいはプラスチツクの型枠による
法枠の方がすぐれているが、これらは、モルタル
又はコンクリートの吹き付け時に発生するリバウ
ンドが飛散できないので、法枠がサンドポケツト
状となり、強度のでない法枠となつて、中に位置
した鉄筋も腐食してくる為、安定基盤としては構
造力学上問題がある。
In terms of the standards and aesthetics of the finished legal framework, a legal framework made of water-resistant cardboard or plastic formwork is superior, but these do not allow the rebound that occurs when mortar or concrete is sprayed to scatter, The frame becomes sandpocket-like, resulting in a weak legal frame, and the reinforcing bars located inside corrode, which poses problems in terms of structural mechanics as a stable foundation.

その点、金網を横副筋で連結させた型枠を用い
た場合は、法枠の仕上りの美観は落ちるが、両側
枠が透き間すなわちエアー抜きを有する為、リバ
ウンドが金網の目から飛散してしまい、法面に強
度のある法枠を形成することができ、構造力学上
の問題はない。
On the other hand, if a formwork in which wire mesh is connected with horizontal sub-reinforcements is used, the aesthetic appearance of the finished frame will be degraded, but since the frames on both sides have gaps or air bleeds, rebound will scatter through the mesh of the wire mesh. It is possible to form a strong slope frame on the slope surface, and there are no problems in terms of structural mechanics.

(発明が解決しようとする問題点) 本発明は、これらの法枠工法のうち、構造力学
上問題のない、両側が金網である型枠による法枠
工法を改良せんとするもので、すなわち、従来の
金網型枠の持つていた問題点が改良しようとする
ものである。
(Problems to be Solved by the Invention) The present invention aims to improve the method of constructing a method using a formwork with wire mesh on both sides, which poses no problem in terms of structural mechanics. This is an attempt to improve the problems that conventional wire mesh forms had.

従来の金網型枠は、両側型枠が横副筋で連結さ
れており、更にその横副筋に鉄筋を連結させるも
のである為、両側型枠と鉄筋が一体になる点はよ
いが、両側型枠と鉄筋の組み立て及び相互の連結
作業等の施工が極めて煩難であつて、しかも、型
枠を法面に沿わせようとすると、鉄筋を沿わすこ
とが難しく、鉄筋を法面に沿わせようとすると、
型枠が浮き上がつて法面に沿わないという問題が
あつた。
In conventional wire mesh formwork, the formwork on both sides is connected by horizontal sub-rebars, and the reinforcing bars are further connected to the horizontal sub-bars. Construction work such as assembling the formwork and reinforcing bars and connecting them to each other is extremely difficult.Moreover, it is difficult to align the reinforcing bars when trying to align the formwork along the slope; If you try,
There was a problem with the formwork lifting up and not following the slope.

以上のように、従来の金網型枠による法枠工法
は、施工性の問題と、法面の凹凸に沿いにくいと
いう二つの大きな欠点を有していた。
As described above, the conventional slope construction method using wire mesh formwork has two major drawbacks: workability and difficulty following the unevenness of the slope.

本発明者等は、法面保護工事に従事し、研究を
行なつている者であるが、以上の金網型枠の欠点
を解決せんと鋭意研究を進めた結果、金網型枠の
中に、低スランプのモルタル又はコンクリートを
吹き付けて形成する型枠の場合は、金網型枠自体
にはモルタル等の加重が掛からず、横副筋の要素
が不要である点に想到して本発明に到達した。
The present inventors, who are engaged in slope protection construction and conducting research, have conducted intensive research to solve the above-mentioned drawbacks of wire mesh formwork. In the case of formwork formed by spraying low-slump mortar or concrete, the wire mesh formwork itself is not subject to the load of mortar, etc., and the present invention was achieved based on the idea that horizontal sub-reinforcement elements are not required. .

(問題点を解決する為の手段) すなわち本発明は、法面に金網を張設し、その
上に1本ないし数本の鉄筋を格子状に配筋し、大
きい透き間を有する天井部面と細かい目合を有す
る網板よりなる両側脚部面とを同一線材で一体的
に成形してなる型枠であつて端面形状が略逆U字
型であるカブセ型枠を、前記鉄筋を覆うように配
設して格子枠を形成し、前記格子枠の上からモル
タル又はコンクリートを吹付けて法枠を形成する
ことを特徴とする法面安定法枠工法である。
(Means for solving the problem) That is, the present invention stretches a wire mesh on the slope, arranges one or several reinforcing bars in a lattice pattern on top of the wire mesh, and creates a ceiling surface with large gaps. A cover formwork, which is a formwork formed by integrally molding both side leg surfaces made of mesh plates with fine mesh with the same wire material and whose end face shape is approximately inverted U-shape, is used to cover the reinforcing bars. This slope stabilizing slope frame construction method is characterized in that a lattice frame is formed by disposing the lattice frame, and a slope frame is formed by spraying mortar or concrete from above the lattice frame.

(実施例) 法面30に、5cm前後の目合を有する金網1を
全面に張設して1〜3m2に1ケ所程度φ9mm長さ
30cm程度の溝を掘削し、該溝に金網を巻き込み
φ16mm、深さ40cmのアンカーピンを打ち込み固定
する。
(Example) A wire mesh 1 with a mesh size of around 5 cm is stretched over the entire surface of the slope 30, and a wire mesh 1 with a length of 9 mm in diameter is installed at one place every 1 to 3 m2.
A trench of about 30 cm is excavated, a wire mesh is wrapped in the trench, and an anchor pin with a diameter of 16 mm and a depth of 40 cm is driven in and fixed.

次に金網の上にφ10mm前後の鉄筋2を4本、フ
ープ筋3の四隅に位置するようにして、格子状に
配筋し、重なり合う部分は針金等で結束し、アン
カーピン等4で固定していく。
Next, place four reinforcing bars 2 with diameters of around 10 mm on top of the wire mesh, placing them at the four corners of the hoop bars 3, and arrange them in a grid pattern.The overlapping parts are tied with wire, etc., and fixed with anchor pins 4, etc. To go.

鉄筋は通常4本用いるが、強度を相当に要求さ
れる場合は、時として、2本づつ3段にして6本
配筋したり、強度をさ程要求されない場合は、鉄
筋を2本あるいは1本のみ配筋する場合もある。
Normally, four reinforcing bars are used, but if a considerable degree of strength is required, sometimes six reinforcing bars are arranged in three stages of two bars each, or two or one reinforcing bars are used when strength is not so required. There are cases where only the book is reinforced.

格子状に配筋された前記鉄筋を覆うように、モ
ルタル又はコンクリートが支障なく吹き込める程
度の大きい透き間を有する天井部面4と、細かい
目合い(1cm2〜3cm2が通常であるが、時として横
長、縦長の長方形の場合もあり、形成しようとす
る法枠の断面形状がきれいに保持し得る目合い)
を有する両側脚部面6とを同一線材で一体的に成
形してある型枠であつて、端面形状が略逆U字状
であるカブセ型枠20を配設してゆく。
To cover the reinforcing bars arranged in a lattice pattern, the ceiling surface 4 has a gap large enough to allow mortar or concrete to be injected without any problem, and a fine mesh (usually 1 cm 2 to 3 cm 2 , but sometimes (It may be a horizontally long or vertically long rectangle, and the shape is such that the cross-sectional shape of the frame to be formed can be maintained neatly.)
An overlapping formwork 20 is installed, which is a formwork in which both side leg surfaces 6 having the same wire are integrally formed with the same wire material, and whose end face shape is approximately an inverted U-shape.

このカブセ型枠の網板よりなる両側脚部面の下
端は、金網を通して法面に配設できるよう、第2
図に図示の如く下端の5cm前後を突出させた櫛歯
状7とする場合もある。
The lower ends of the leg surfaces on both sides made of mesh plates of this cover formwork are attached to the second
As shown in the figure, there is also a case where the lower end is formed into a comb-like shape 7 with about 5 cm protruding.

又、カブセ型枠は、法面の縦方向の部分は長尺
として先に縦方向のみ配設し、横方向の部分は、
縦方向のカブセ型枠に短尺のカブセ型枠を突き合
せて格子枠を形成する方法が、施工性が極めてよ
いので一般的にこの方法をとるが、この方法に限
られるものではない。
In addition, for the Kabuse formwork, the vertical part of the slope is long and is first installed only in the vertical direction, and the horizontal part is
Generally, a method of forming a lattice frame by butting a short overlay form against a vertical overlay form is extremely easy to construct, but it is not limited to this method.

尚、カブセ型枠は、配設して場合の断面形状が
台形であるのが通常であるが、他にも正方形、長
方形にすることもある。
Incidentally, the cross-sectional shape of the cover formwork when installed is usually trapezoidal, but it may also be square or rectangular.

以上の作業が完了したならば、カブセ型枠の上
より低スランプのモルタル又はコンクリートを吹
き付けて法枠を完成する。
Once the above work is completed, low slump mortar or concrete is sprayed over the Kabuse formwork to complete the legal form.

形成する法枠は、断面形状が法面の状況に応じ
て形成されるが、下幅20cmで上幅15cm、高さ15cm
程度のものから、下幅60cmで上幅30cm、高さが30
cmぐらいまで千差万別のものができ、法枠の大き
さは1〜2m角のものが多い。
The cross-sectional shape of the slope frame to be formed depends on the situation of the slope, but the bottom width is 20 cm, the top width is 15 cm, and the height is 15 cm.
The width is 60 cm at the bottom, the width at the top is 30 cm, and the height is 30 cm.
They can be made in a wide variety of sizes up to 1.2 cm, and the size of the frame is often 1 to 2 meters square.

この場合、モルタル又はコンクリートの吹付け
時に飛散するリバウンドが、後に行なう法枠内の
緑化工法に悪影響を与えないように、法枠で囲ま
れる緑化する部分8に、ビニールシートあるいは
紙布片等の四角い被覆体を先に張設する場合もあ
る。
In this case, in order to prevent the rebound that scatters during the spraying of mortar or concrete from having an adverse effect on the greening method that will be carried out later within the framework, the greening area 8 surrounded by the framework should be covered with vinyl sheets, pieces of paper cloth, etc. In some cases, a rectangular covering may be stretched first.

法枠が形成されたならば、法枠内を緑化する為
に、植物種子及び植生材料を動力吹付機により厚
さ5cm前後吹き付け、植生基盤層を形成したり植
生土のうを積設するのが一般的である。
Once the legal framework has been formed, in order to green the area within the legal framework, it is common practice to spray plant seeds and vegetation materials to a thickness of approximately 5 cm using a power sprayer to form a vegetation base layer and to lay down vegetation sandbags. It is true.

(発明の効果) 以上のように本発明は、法面に金網を張設し、
その上に1本ないし数本の鉄筋を格子状に配筋
し、大きい透き間を有する天井部面と細かに目合
を有する網板よりなる両側脚部面とを同一線材で
一体的に成形してなる型枠であつて端面形状が略
逆U字型であるカブセ型枠を、前記鉄筋を覆うよ
うに配設して格子枠を形成し、前記格子枠の上か
らモルタル又はコンクリートを吹付けて法枠を形
成することを特徴とする法面安定法枠工法である
から、強度があつて、規格を満たし、美観のある
法枠を提供できる。
(Effects of the invention) As described above, the present invention provides the following advantages:
On top of that, one or several reinforcing bars are arranged in a lattice pattern, and the ceiling surface with large gaps and the leg surfaces on both sides made of mesh plates with fine mesh are integrally molded with the same wire material. A lattice frame is formed by arranging a cover formwork whose end face shape is approximately an inverted U-shape to cover the reinforcing bars, and mortar or concrete is sprayed from above the lattice frame. Since it is a slope stabilizing slope construction method that is characterized by forming slope frames by using the slopes, it is possible to provide slope frames that are strong, meet standards, and have an aesthetic appearance.

しかも、カブセ型枠を用いることで従来の型枠
工法に比べて施工が極めて簡単であり、更に法面
の縦方向に長尺なカブセ型枠を用いて、横方向は
短尺なカブセ型枠を突き合せる方法をとると、
益々施工が陥簡単で工期を短縮できる利点を有す
る。
Furthermore, by using Kabuse formwork, construction is extremely easy compared to conventional formwork construction methods, and furthermore, by using Kabuse formwork that is long in the vertical direction of the slope, short Kabuse formwork is used in the horizontal direction. If you take the matching method,
It has the advantage of being easier to construct and shortening the construction period.

その上、従来のもののように鉄筋と型枠が一体
となつていないので、鉄筋も型枠もどちらも法面
の凹凸に沿わすことが可能で、法面と一体となつ
た法枠が提供できる。
Furthermore, unlike conventional methods, the reinforcing bars and formwork are not integrated, so both reinforcing bars and formwork can be placed along the unevenness of the slope, providing a slope that is integrated with the slope. can.

更に、型枠が同一の線材で一体的に成形されて
いることから、型枠の製造コストが低いという利
点を有していると共に、法面への配設作業時に、
法面の凹凸に沿わせる為に、型枠の両側脚部面を
屈曲あるいは切断する際に、比較的容易に作業が
できる等数々の顕著な効果を奏するのである。
Furthermore, since the formwork is integrally molded from the same wire material, it has the advantage of low manufacturing costs, and when installing it on a slope,
It has many remarkable effects, such as making it relatively easy to bend or cut both side leg surfaces of the formwork in order to follow the unevenness of the slope.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図はカブセ型枠を示す斜視図。第
3図は、本発明の施工方法を示す断面図。第4図
は格子枠を施工したところを表す平面図。 図中 1は金網、2は鉄筋、3はフープ筋、4
はアンカーピン、5は大きい透き間を有する天井
部面、6は細かい目合いを有する両側脚部面、7
は櫛歯状の下端、8は法枠で囲まれる部分、20
はカブセ型枠、30は法面である。
FIGS. 1 and 2 are perspective views showing the cover formwork. FIG. 3 is a sectional view showing the construction method of the present invention. Figure 4 is a plan view showing the lattice frame installed. In the diagram, 1 is wire mesh, 2 is reinforcing bar, 3 is hoop bar, 4
is an anchor pin, 5 is a ceiling part surface with a large gap, 6 is a both side leg part surface with a fine mesh, 7
is the lower end of the comb-like shape, 8 is the part surrounded by the frame, 20
3 is the Kabuse formwork and 30 is the slope.

Claims (1)

【特許請求の範囲】 1 法面に金網を張設し、その上に1本ないし数
本の鉄筋を格子状に配筋し、大きい透き間を有す
る天井部面と細かい目合を有する網板よりなる両
側脚部面とを同一線材で一体的に成形してなる型
枠であつて端面形状が略逆U字型であるカブセ型
枠を、前記鉄筋を覆うように配設して格子枠を形
成し、前記格子枠の上からモルタル又はコンクリ
ートを吹付けて法枠を形成することを特徴とする
法面安定法枠工法。 2 端面形状が略逆U字型枠のカブセ型枠の網板
よりなる両側脚部面の下端が、櫛歯状である特許
請求の範囲第1項に記載の法面安定法枠工法。 3 カブセ型枠を配設して格子枠を形成するに当
り、法面の縦方向に長尺のカブセ型枠を用い、横
方向のカブセ型枠は短尺でこれを縦方向のカブセ
型枠に突き合わせる方法を用いる特許請求の範囲
第1項に記載の法面安定法枠工法。
[Scope of Claims] 1 A wire mesh is stretched on the slope, and one or several reinforcing bars are arranged in a lattice pattern on top of the wire mesh, and the ceiling surface has large gaps and the mesh board has fine mesh. A lattice frame is formed by disposing an overlapping formwork, which is a formwork formed by integrally molding both side leg surfaces of the same wire material and whose end face shape is approximately an inverted U-shape, so as to cover the reinforcing bars. A slope stabilizing slope frame construction method characterized in that a slope frame is formed by spraying mortar or concrete from above the lattice frame. 2. The slope stabilization method as set forth in claim 1, wherein the lower ends of both side leg surfaces of the mesh plate of the cover formwork having a substantially inverted U-shaped end face shape are comb-teeth shaped. 3. When arranging overlay formwork to form a lattice frame, a long overlay formwork is used in the vertical direction of the slope, and a short horizontal overlay formwork is used as a vertical overlay formwork. A slope stabilizing slope frame construction method according to claim 1, which uses a butting method.
JP12316887A 1987-05-19 1987-05-19 Construction of slope-stabilizing slope frame Granted JPS63289120A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12316887A JPS63289120A (en) 1987-05-19 1987-05-19 Construction of slope-stabilizing slope frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12316887A JPS63289120A (en) 1987-05-19 1987-05-19 Construction of slope-stabilizing slope frame

Publications (2)

Publication Number Publication Date
JPS63289120A JPS63289120A (en) 1988-11-25
JPH057492B2 true JPH057492B2 (en) 1993-01-28

Family

ID=14853867

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12316887A Granted JPS63289120A (en) 1987-05-19 1987-05-19 Construction of slope-stabilizing slope frame

Country Status (1)

Country Link
JP (1) JPS63289120A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2694331B2 (en) * 1994-07-09 1997-12-24 日本植生株式会社 Inspection frame for legal frame formation and legal frame construction method using it
JP2694330B2 (en) * 1994-07-09 1997-12-24 日本植生株式会社 Inspection frame for legal frame formation and legal frame construction method using it
JP3119291B2 (en) * 1995-02-16 2000-12-18 日本植生株式会社 Construction method of cast-in-place frame

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5426801A (en) * 1977-08-01 1979-02-28 Nagayoshi Konno Device for protecting knife edges and brick parts in coke oven from damage
JPS5628939A (en) * 1979-08-13 1981-03-23 Sanoku Kogyo Kk Protecting device for face of slope
JPS5942147A (en) * 1982-09-03 1984-03-08 Aida Eng Ltd Timing pulley or gearlike product made of steel sheet and its manufacture
JPH0355637Y2 (en) * 1987-01-12 1991-12-11

Also Published As

Publication number Publication date
JPS63289120A (en) 1988-11-25

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